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HomeMy WebLinkAboutWSP-14-03• City of Wheat jdge COMMUNITY DEVELOPMENT Memorandum TO: WSP-14-03 FROM: Lauren Mikulak, Senior Planner V" " DATE: October 14, 2015 SUBJECT: Minor site plan modifications This memo is to confirm the approval of minor site plan modifications for 7340 W. 44`' Avenue. The original site plan was reviewed under Case No. WSP-14-03. The following changes are considered minor in nature and do not require a new site plan application: • Photometric revisions: A pole mounted light at the southwest corner of the site is being replaced with a wall -mounted light on the south side of the garages. The reason for this change is a conflict with an Xcel transformer. • The landscaping and gardens at the southeast corner of the site have been removed to provide for emergency access to Upham Street. The surface will be grasscrete. See enclosed drawings. (1N�l lYV13ONSi1f15N0:2iI9N3 jig a @Yp�p�@ 33 ggyyh X�9Y�i?S °y NVId OIN13W01OHd 311S S1N3W1>;IVdV N1LON V31M WNO.L 3whl 1V3WN 3 : 3 : : • ; 3 ; ; a ; ; ; ; 7 Z ; 7 ; 7 ; i I w w K o i 0 ui � 3 LU X 5 �y3 a 3 a LL z . J 6- = i iC 1i5 ' X W M jig a @Yp�p�@ 33 ggyyh X�9Y�i?S °y NVId OIN13W01OHd 311S S1N3W1>;IVdV N1LON V31M WNO.L 3whl 1V3WN 3 : 3 : : • ; 3 ; ; a ; ; ; ; 7 Z ; 7 ; 7 ; i I w w K U sit z . wo Tr o p a U sit PROJECT TEAM OWNER Town Center North Apartments LLLP By Wazee Partners, WRTCA. LLC 2300 15th Street, Safe 425 Denver, Colorado 80202 720 420 1568 voice Contact Tyler Dawns Email tdowns@wazeepartners com CIVIL ENGINEER Redland 8000 Lincoln Street, Suite 206 Littleton, Colorado 80122 720 283 6783 voice Contact: Fred Tafoya, P.E. Email FTafoya@redland. com ARCHITECT Kephart 2555 Walnut Street Denver, Colorado 80205 303 832.4474 voice Contact. Doug Van Lerberghe Email dougv@kephart corn LANDSCAPE ARCHITECT Bnbna Design Group 7600 Grandview Ave", 0210 Arvada, Colorado 80002 303 456 2887 voice Contact. Bob Coun Email: bob@bribna. com 8 WHEAT RIDGE TOWN CENTER NORTH APARTMENTS CIVIL CONSTRUCTION DOCUMENTS LOT I OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE. COUNTY OF JEFFERSON, STATE OF COLORADO -Ir W3/THAVE VICINITY MAP r = 2ooa POOINTBEING A STAINLESS STEEL ROD IN ALUMINUM RANGE BOX LOCATED IN THE PARK AT 45TH AVE AND VANCE STREET 1501 NEST OF VANCE ST AND 20 FEET SOUTFMEST OF THE SIDEWMLK INTERSECTION AT THE PARK ENTRANCE ELEVATION - 5388 09 (NAVD BBI DATUM BASIS OF BEARINGS BEARINGS AS USED HEREIN ARE BASED ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 23. TONNSW P 3 SOUTH. RANGE 69 NEST OF THE 8TH PM HAVING 3.11r BRASS CAPS STAMPED BY LS NO. 13212 INSIDE MONUMENT BO%ES AT THE NORTHWEST AND NORTHEAST CORNERS OF SAID SOUTHEAST QUARTER AND BEARS N89'41'34 -E A DISTANCE OF 2or 84 FEET PER THE CITY OF VMEAT RIDGE. COLORADO RECORDS PLAN SET REVISION ISSUED FOR FIRE DEPARTMENT ACCESS MAY 22. 2015 SHEETINDEX SHEET NO. DESCRIPTION CIA COVER SHEET iH------:�:S:TRI1pING HORIZ CONTROL PLAN 6 SIGNAGE PLAN C3.1 I GRADING PLAN I C5.1 I OVERALL UTILITY PLAN CITY OF WHEAT RIDGE PUBLIC WORKS. ENGINEERING APPROVED FOR: 0DRAINAGE 0 91DE"Lx m CURS B GUTTER 0 STREET jB MISCELLANEOUS OIMT COMMENT w U)Z ~ Z (n LU W H f U W �� W wo O Q (no w� Q W T- z U o Q O J_ LU Z � G • Know what's below. Call before you dig. CITY OF WHEAT RIDGE PUBLIC NARKS ee, DATE 05/2212015 RECEIVED 0512212915 1 sl Submittal !V' . G E rA I ARCH, LINE TABLE UNE NO. I 'LI -4- 0 L2 10900' I < I I .w urtwLe I Y11a1 i I ARCH P I STAIRS RAIUs" MCH P WALL 1 RAILING ARCH PL k I Lei LINE TABLE UNE NO. II �� I 'LI UOQ 44TH AVENUE L2 10900' I < L3 I I - SO.121)o•'E (ROW VARIES) yr I Ls 47 NO.175e'W La &OT Ne9•.7'67E L7 La 1.171, CL I UR C12 t 770082N • • � E11W2U ;. I I I ��"'� I1 l ut��� L13 Iia �IIIIIIII\IIIIII _ ---- --EQ4Fl1tl - - - - I I 1I b k I Lei LINE TABLE UNE NO. LENGTH DIRECTION 'LI law 44TH AVENUE L2 10900' NW4r5T`E L3 15.00 SO.121)o•'E (ROW VARIES) yr 01�r--\ Ls 47 NO.175e'W La &OT Ne9•.7'67E L7 La WOO` I UR C12 NW4?`OrE • • � SO'1758•E ;. -- --- t5'Xi5 SKINEASEMENT I ��"'� RIRA4fRCMR6P ut��� L13 Iia �IIIIIIII\IIIIII _ ---- --EQ4Fl1tl - - - - • • \ `'��i�•V7�- • Lt6 9.00 NNtK 272-99 S89' 41' 34'W L17 so 12orE Lib 17711 Ne0.17S1•E LIS - �- - UTRITY A DRAINAGE _ - - STAIRS VITH <-1,9 - -<- - -<- - -<- - . TRACT A . S1rI21OD-E L21 zs01 I :- ISW RAIUNOSEE 1 - - - - - - - - - -sonar --taor-� 16.W SW*54 SE LINE TABLE I i�gl(W - - - 1,9. -- - - - ARCHPLANs - EASEMI - - - - - .a90sern7. - L42 S.9r 13.50 SW4r51W SO.12'OVE Lu A� A� NW4rst`E I TRASH ENCLOSUREPAD 9.S VIIIll1A11I1 I 5' UTILITY AC PADS AC PADS RMLSRG SEE I I EASEMENT ARCM PLANS C4 I I T PSCO EASEMENT -- -AO N (rYP)GARAGE I I I DOG RUN ACCESS TO TRASH ROOM I 5rxr I I BIKE RACK PAD II SEE LANDSCAPE PLANS OIS I h h FOR ENTRY PAVERSVERTICAL \ CURS RAMP STAIRS VATH RAILING AIU PLANS SEE �F BA LIGHT POLE BASE LIGHT POLE BASE LIS I y I ASD BLOCK RAMP(MR2) N,'7083450 N 708318.71 E119214.731 E 119246,91 N: 708318.82 E119778,511 7 3X- .,p 0.S � 119385.62 I I Cl} 10.M _ - -IA- r - DRAINAGE T - _ ((- (/Q� , 1 GARAGE I I EASEMENT I iju ��'i" \�'>`5 L - (TYP) 35'-I 7 BEGIN FL b.3 Ct I I I E.1111E.Z11 LIGHT POLE BASE MINI N 708292.75 E,".xS D .O 22'EA I E'. 11915771 SEMEONT Y1 O \ _1'CONCRETE - M R O M - - - - - - - - - -F - - - 111 7.Sr - - I I I VER CAL 0 I GARAGE CURB RAMP 18 S. N E: 1/ % I - 176RAt1Yi?'•1! 6.00 -Oat E 1921 46 �, .n 11.I 1,0' GRASSCRETE OR I k I Lei LINE TABLE UNE NO. LENGTH DIRECTION 'LI law MrI7arw! L2 10900' NW4r5T`E L3 15.00 SO.121)o•'E LA yr 01�r--\ Ls 47 NO.175e'W La &OT Ne9•.7'67E L7 La WOO` NV175rW 140.12'SM UR C12 NW4?`OrE • • 19.77. SO'1758•E 1.11 Cis �•.� ' " �' � � ` I ��"'� CURVE TABLE ut��� L13 Iia �IIIIIIII\IIIIII _ 23.57' 15.00 WIDOW NO.175eYV LIS 1175 `'��i�•V7�- • Lt6 9.00 SISI L17 so 12orE Lib 17711 Ne0.17S1•E LIS Ayr 14O.1209W L20 13.60' S1rI21OD-E L21 zs01 Sew.751w L22 ISW SO.1209E L23 16.W SW*54 SE ' HEIGHT OF CURB HEAD INCREASES FROM WTO W ALONG THE DIMENSION OF THE CURB VWALK LINE TABLE UNE NO. LENGTH DIRECTION 'LI law MrI7arw! L2 10900' NW4r5T`E L3 15.00 SO.121)o•'E LA yr NW4 51•E Ls 47 NO.175e'W La &OT Ne9•.7'67E L7 La WOO` NV175rW 140.12'SM UR C12 NW4?`OrE L10 19.77. SO'1758•E 1.11 Cis S89'.707W II CURVE TABLE -460-36+2W L13 1520 S.4r5rW 69 L14 23.57' 15.00 WIDOW NO.175eYV LIS 1175 S0.176rs Lt6 9.00 SISI L17 so 12orE Lib 17711 Ne0.17S1•E LIS Ayr 14O.1209W L20 13.60' S1rI21OD-E L21 zs01 Sew.751w L22 ISW SO.1209E L23 16.W SW*54 SE LINE TABLE UNE NO. LENGTH I DIRECTION YAi 26.07 SO'tr49'E L42 S.9r 13.50 SW4r51W SO.12'OVE Lu 15r NW4rst`E VWALK CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CI 4.71' 3.00 90'0000' C2 91 C3 3.14' ZOO' 90'000D- 04 6.22- 1001 91 CS 6.1r 37.201 rNIT 05 till C7 ftff Star Cb 15.2r low 87.29W caw CIO C11 900 C12 tGL 500 QQ C14 35.08' 26.50 75.50'51,' Cis 6.30 I 3.50' 104 -WW CURVE TABLE CURVE NO. LENGTH RADIUS DELTA C20 20.07 54 W 20"5370' C21 23.57' 15.00 WIDOW VWALK ABLE SECTION REMOVE a REPLACE • INSTALL f MOUNTABLE CURB SECTION EIOSTRUG WALK NTH MODIFIED COOT SECTION IIM M4WI 6- CONCRETE SECTION GRASSCRETE TO BE RATED FOR 85,000LB TRUCK LOAD. MANUFACTURER TO PROVIDE Z SPECIFICATIOS REPLACE 5 CURS VMTH r ABLE SECTION W Z i Z W H J 2 caw a7) z� Oo O z H Q O N W¢ O� N o �O a'0. Lu Z O > _ = U Know what's bB10W. ° Call wm yW dig. SCALE: I"- 20' BENCHMARK POINT PIMC 3 BEING A STAINLESS STEEL ROD IN ALUMINUM RANGE BOK -T LOCATED IN THE PARK AT 45TH AVENUE AND VANCE STREET 1501, NEST OF VANCE STREET AND 20 FEET SOUTHWEST OF THE SIDEWALK INTERSECTION AT THE PARI( ENTRANCE C2.1 N. 178660 87 E 3118116 29 ELEVATION - 5386 09 (NAVO 88) DATUM 94 UK " — NN1E PAIR eo/ AND 9YYBCl Wt1N St>£6NCXGM1IXMD �•e,>a�+n1N HANDICAP PARKING STALL FOR THE DISABLED N.T.S BOLLARD INSTALLATION NOTES STEEL BOLLARD SWILL BE A MINIMUM OF f O D FINISH MAV BE STAINLESS. GALVANIZED OR PAINTED TO MATCH ADJACENT BRICK. BOLLARD MAY BE SET BELOW GRADE VATH MINIMUM EMBEDMENT PER MANUFACTURER RECOMMENDATION ALTERNATE FOR FLUSH MOUNT REQUIRES A MINIMUM 2 FT SQUARE CONCRETE PAD FOR MOUNTING BOLLARD SHALL BE A MINIMUM OF 30' HIGH AND A MA%IUMUM OF 36' AND INCLUDE A CHAIN SLOT AT A HEIGHT OF 24' MINIMUM CHAIN SECTION SHALL BE 1/8' MINIMUM SIZE OR EQUIVALENT STEEL CABLE. FIRE DEPARTMENT RESTRICTED ACCESS SIGN SHALL BE V6"TE WITH RED LETTERING N N o w m Know what's below. Call before you dig. SCALE: V- 201 BENCHMARK POINT PHAC 3 BEING A STAINLESS STEEL ROD IN ALUMINUM RANGE BOX LOCATED IN THE PARK AT 45TH AVENUE AND VANCE STREET 150* REST OF VAN _E STREET AND 20 FEET SOUTHWEST OF THE SIDEWALK INTERSECTION AT THE PARK ENTRANCE N. 17W60 87 E 3118116.28 ELEVATION • 5368 09 (NAVD 88) DATUM lY Z W Q zU) a. Lu W f— uJ z w (7 U �� Qo Z z 0W 0o w d- rn U Q o C4 Qo zo z LLJ a_ T- CL.L NOTE im���vm 1 ALL LETTERS ARE V SERIES'C' PER MUTCD L ?AM 2 TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND VATH VRUTE MIJrCD R74 ® REFLECTORIZED LEGEND AND BORDER it x 1r sLGN 3 BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE MIUTCO R726_tAM O BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER A FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND NTH BLACK MU7CD 87.101 OPAQUE LEGEND AND BORDER CONTRACTOR SHALL VERIFY FINE AMOUNT AND ORDINANCE NUMBER 5 ONE (1) SIGN REWIRED FOR EACH PARKING SPACE 6 INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE 7'-0' INN WITH SECTION 24.23 OF THE MANUAL ON UNIFORM TRAFFIC TO BOTTOM OF SIGN CONTROL DEVICES (TYP) 7 SIGN MAY BE MOUNTED ON BUILDINGNJALL AT PROPER HEIGHT IF ALLIGNED WITHIN 12' OF CENTER OF PARKING SPACE FINISH GRADE ACCESSIBLE PARKING SIGN NTS BOLLARD INSTALLATION NOTES STEEL BOLLARD SWILL BE A MINIMUM OF f O D FINISH MAV BE STAINLESS. GALVANIZED OR PAINTED TO MATCH ADJACENT BRICK. BOLLARD MAY BE SET BELOW GRADE VATH MINIMUM EMBEDMENT PER MANUFACTURER RECOMMENDATION ALTERNATE FOR FLUSH MOUNT REQUIRES A MINIMUM 2 FT SQUARE CONCRETE PAD FOR MOUNTING BOLLARD SHALL BE A MINIMUM OF 30' HIGH AND A MA%IUMUM OF 36' AND INCLUDE A CHAIN SLOT AT A HEIGHT OF 24' MINIMUM CHAIN SECTION SHALL BE 1/8' MINIMUM SIZE OR EQUIVALENT STEEL CABLE. FIRE DEPARTMENT RESTRICTED ACCESS SIGN SHALL BE V6"TE WITH RED LETTERING N N o w m Know what's below. Call before you dig. SCALE: V- 201 BENCHMARK POINT PHAC 3 BEING A STAINLESS STEEL ROD IN ALUMINUM RANGE BOX LOCATED IN THE PARK AT 45TH AVENUE AND VANCE STREET 150* REST OF VAN _E STREET AND 20 FEET SOUTHWEST OF THE SIDEWALK INTERSECTION AT THE PARK ENTRANCE N. 17W60 87 E 3118116.28 ELEVATION • 5368 09 (NAVD 88) DATUM lY Z W Q zU) a. Lu W f— uJ z w (7 U �� Qo Z z 0W 0o w d- rn U Q o C4 Qo zo z LLJ a_ T- CL.L W SANITARY LOT 4 TIME SQUARE SUBDIVISION 84-. 84- BOX BASE MH II' u r ~ i WALL aIP N� IIOU 1 = iPROPERTY Q O LIE e I ,r„rrJ _(_ _(_ _ c- _ -(_ - --<_ - -(- - _<_ _ _<- - -{- _ _<_ _ -(- _ --<- _ _<_ - --<- - --<- - _<- _ _<_ HAE.4rRvw W. 44TH AVENUE sr.4vs4a�e[er (R.O.W_ VARIES) I I'(X{ S7.vaN SMAW RCIP - - TOBE PRTY REMOVED PLUG AT M1 I LINE a HOPE _ 2M.W— — _9rA0p .. Sa I xw — — T —- �. _ on l5 ,•t= EIRE HYDRANT 11Ma1101B • �� ' are44flt. !' 1 1 POUT CHASEMari m141R �� I ' TOWNOCENTER STEP Ex INLET `P' mo4o eIIa T THRESHOLD NORTH SUBDIVISION TO BE REMOVED \. •� Ill, •+ „ UNADJUSTED IMPORT a 8.400 CY -1, 750 CY:13~07) 0 , S .2.200 CY (P-9 8 Slab) 1 HANDRAIL 1r NYLOPLAST 12'NYLOPLAST WE4412 �� 1 "0 ORAN BASIN DRAIN BASIN 1� SIA0 I y�tal a TE oAA1e olvae I IY o ' aTEPB 17 MOPE K' YIAIID RAL .j0 y .! `1r I tY — 1ari I - +� ma4412 wi1UNDILUND am0,kMir- �� I - If I 12A — — 14 vMA t a t ;y '•� 1�4 t. X11 PROPERTY CR p C I �k ------------ LIN- --- `� 1------;�-� — �js LINE 1� / II oleo.,,. III a �� ,� /,�%��� \�a 15f �//�. 7i a 1� I �� �'T''� 'o `i ���� _o ay ' ' I me.«ff �•� I n>•rw �A19 A - I I A i /j1I I I EXISTING &-MAW J f J SECTION A -A -54122 IT 8ST-- SMN s. -- (TVP) IT HDPE X17 HOPE NYLOPLAST DRAIN BASIN OR EQUAL UNDERGR W NO DETENTION SECTION S -B ABBREVIATION LEGEND LP =LOAN POINT HP = HGH POINT G B -GRADE BREAK BW = BOTTOM OF WALL TW = TCP OF WALL T B C = TOP BACK CURB B C = BUILDING CORNER F F E = FINISH FLOOR ELEVATION G E - GARAGE FINISH FLOOR ELEVATION F L -FLOW UNE ME =MATCH EXISTING NOTE -FFE = 5412 2 DPE. _,14'RCP I 1 ALL CURB ELEVATIONS ARE AT FLOWUNE UNLESS REMOVED CL IBE REMw OTHERWISE NOTED !'I EX MANHOLE Z (n J REMOVE EXISTING OUTFALL 2 WALL ELEVATIONS REPRESENT EXPOSED FACE W I- '9 I PIPE IL CONNECT TO Z EASTING CONTRACTOR TO PROVIDE STRUCTURAL DESIGN FOR LLL WALLS OVER 4 FEET HIGH Z II O Q N wa- o= �o • WZ 0 a Know what's b@10W. 0 M Call before you dig. SCALE; 1"- 201 BENCHMARK POINTPHWC S BEWGA STAINLESS STEELROD IN ALUMINUM RANGE 8O% 11—T LOCATED IN THE PARK AT 45TH AVENUE AND VANCE STREET 1501 WEST OF VANCE STREET AND 20 FEET SOUTHWEST OF THE SIDEWALK INTERSECTION U) F - z w Z j Q V J 0 a. Z (!)o Z U 0 � �~ Z �0 AT THE PARK ENTRANCE C3.1 N 178660 97 E 3118118 29 ELEVAT10N - 5388.09 (NAVD 88) DATUM TOP OF WALL AT TOP OF CUIRB 17 FL TOE OF WALL SLOPE REINFORCEMENT lI1 TO PER MIWUFACNRER SWITCH CABINET RECOMMENDATION _ � 1 1 te••n N•, LOT 2 TOWN CENTER NORTH SUBDIVISION SECTION A -A -54122 IT 8ST-- SMN s. -- (TVP) IT HDPE X17 HOPE NYLOPLAST DRAIN BASIN OR EQUAL UNDERGR W NO DETENTION SECTION S -B ABBREVIATION LEGEND LP =LOAN POINT HP = HGH POINT G B -GRADE BREAK BW = BOTTOM OF WALL TW = TCP OF WALL T B C = TOP BACK CURB B C = BUILDING CORNER F F E = FINISH FLOOR ELEVATION G E - GARAGE FINISH FLOOR ELEVATION F L -FLOW UNE ME =MATCH EXISTING NOTE -FFE = 5412 2 DPE. _,14'RCP I 1 ALL CURB ELEVATIONS ARE AT FLOWUNE UNLESS REMOVED CL IBE REMw OTHERWISE NOTED !'I EX MANHOLE Z (n J REMOVE EXISTING OUTFALL 2 WALL ELEVATIONS REPRESENT EXPOSED FACE W I- '9 I PIPE IL CONNECT TO Z EASTING CONTRACTOR TO PROVIDE STRUCTURAL DESIGN FOR LLL WALLS OVER 4 FEET HIGH Z II O Q N wa- o= �o • WZ 0 a Know what's b@10W. 0 M Call before you dig. SCALE; 1"- 201 BENCHMARK POINTPHWC S BEWGA STAINLESS STEELROD IN ALUMINUM RANGE 8O% 11—T LOCATED IN THE PARK AT 45TH AVENUE AND VANCE STREET 1501 WEST OF VANCE STREET AND 20 FEET SOUTHWEST OF THE SIDEWALK INTERSECTION U) F - z w Z j Q V J 0 a. Z (!)o Z U 0 � �~ Z �0 AT THE PARK ENTRANCE C3.1 N 178660 97 E 3118118 29 ELEVAT10N - 5388.09 (NAVD 88) DATUM TOP OF WALL AT TOP OF CUIRB 17 FL TOE OF WALL SLOPE REINFORCEMENT lI1 TO PER MIWUFACNRER SWITCH CABINET RECOMMENDATION SECTION A -A -54122 IT 8ST-- SMN s. -- (TVP) IT HDPE X17 HOPE NYLOPLAST DRAIN BASIN OR EQUAL UNDERGR W NO DETENTION SECTION S -B ABBREVIATION LEGEND LP =LOAN POINT HP = HGH POINT G B -GRADE BREAK BW = BOTTOM OF WALL TW = TCP OF WALL T B C = TOP BACK CURB B C = BUILDING CORNER F F E = FINISH FLOOR ELEVATION G E - GARAGE FINISH FLOOR ELEVATION F L -FLOW UNE ME =MATCH EXISTING NOTE -FFE = 5412 2 DPE. _,14'RCP I 1 ALL CURB ELEVATIONS ARE AT FLOWUNE UNLESS REMOVED CL IBE REMw OTHERWISE NOTED !'I EX MANHOLE Z (n J REMOVE EXISTING OUTFALL 2 WALL ELEVATIONS REPRESENT EXPOSED FACE W I- '9 I PIPE IL CONNECT TO Z EASTING CONTRACTOR TO PROVIDE STRUCTURAL DESIGN FOR LLL WALLS OVER 4 FEET HIGH Z II O Q N wa- o= �o • WZ 0 a Know what's b@10W. 0 M Call before you dig. SCALE; 1"- 201 BENCHMARK POINTPHWC S BEWGA STAINLESS STEELROD IN ALUMINUM RANGE 8O% 11—T LOCATED IN THE PARK AT 45TH AVENUE AND VANCE STREET 1501 WEST OF VANCE STREET AND 20 FEET SOUTHWEST OF THE SIDEWALK INTERSECTION U) F - z w Z j Q V J 0 a. Z (!)o Z U 0 � �~ Z �0 AT THE PARK ENTRANCE C3.1 N 178660 97 E 3118118 29 ELEVAT10N - 5388.09 (NAVD 88) DATUM /- EX. ASOLA77ON ✓AL W -L IX NraArAWW W. 44TH AVENUE WMAffro I A WX ArSAaV STAA[IYn,10I111Er p1.0.W. VARIES) EAalE�vr - I AN a'Arr - - -- - IX mAtflRaalIBP1 4*0ASMAN 70,1111191,1141,11vI PROPOSED St raK $MAN PROPERTY , SIGN LINE ------------------------- • I ------IX 7S•11- i — — — — — — — — ——W1LL(trP.) Hr SANTTAIiY I 000 SEWER SERVICE , EX 1B•RCP \ IS LOPE 117 8EREA4VYFD PROPOSED PLLVArme I FIRE HYDRANT LOT 1 EX MEr TOWN CENTER DaW+aPOUTCw.sE + NORTH SUBDIVISION I I I � II 2- WATER SERVICE UNE 4'FIREUNE I 1 I i I 12'NYLOPLAST 12"NYLOPLAST I 1 I NLINE DRAIN 6ASIN DMN BASIN(TYP.) p LOT 4 .2 l \ I I I TIME SQUARE 1 SUBDIVISION15 16 in LU I I LU £ I (,)0 EX I7'RCP' L \ 1r i 111 Ihlry�, 2lRCP SD� �inu1i 1i1gpij'i, :ryi h�N41 .111 �T ',g( --->. �.,. I j 9 11''111 1 j• .... COMBINATION h�1 . TYPE 131NLET . WALL(TYPJ 11' 111,4 --- +: } ., L — — 84- 84' BOX BASE MN ' 1f Nr1oN _ N i 171K1 h l l I h III UNDERGR D DETE W I I I h.. „T.-.. ...., -.-_- --- STM MH I I PROPERTY W U I PR°PE NE ly I B� O I -- ----- ------ 'IL'CP I I I h to SD I I IX !S'AYP SC 3P RCP 9D I S MH I I 1 �fa>QQAPPRC II --II I RA7EO FUR M"LBS ' 6 STAALi4O?,11[Er — — ``.. OR R— — — — a � I REAA7VEMOld�[ACE _ d••)R•AIA1�IrTAl//11G]tl1ES5 I � I A IX �•� 30 SD J — — I I _ _ 1861 CQ9B[E —91� SpA STM Mi I CAA I � 2r acr so I I — — _ _ NrawNr LOT —r— r— I IXAf•RLP T I` TOWN CENTER I EK FM NORTH SUBDIVISION TYPE 13 WILET O�J �1 aaLY�S1YAN EX /SIXA77QV ✓AL ✓E EX SAWrARV SEWFR A4Y HOP B- TO 12- (TYP ) ROOF DRAIN OUTFALL DETAIL NTS D NOTICE TO CONTRACTOR IF MORE THAN THREE (3) STREET CUTS OCCUR WITHIN 2550 LINEAL FEET. ADDITIONAL WILLING AND OVERLAY REQUIREMENTS W LL APPLY. REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT (THAT MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS, 303 235 2861, PRIOR TO COMMENCEMENT F wORK) Ithickened to 8' minimum throughout. I tLIII�' `s W E2 W z V) ~ Q z z U) W H J g U zO_ _D z� �o J z oQ �a N WC �C) J Q� = J w Q O J— W Q O LLI J W >j 00 1 1• m Know what's below. CBII before you dig. SCALE: T•: ZO' BENCHMARK POINT PHAC 3 BEING A STAINLESS STEEL ROD IN ALUMINUM RANGE BOXY LOCATED IN THE PARK AT 45TH AVENUE AND VANCE STREET 1501 WEST OF VANCE STREET AND 20 FEET SOUTHWEST OF THE SIDEWALK INTERSECTION AT THE PARK ENTRANCE C5.1 N 17866087 E. 311811629 ELEVATION. 538809(NAVD 88) DATUM City 0 COMMUNiTy DEvELoPMENT Lauren Mikulak Tyler, Please allow this email to serve as documentation that the subdivision plat, concept plan, and site plan for the Wheat Ridge Town Center North Apartments at 7340 W. 44th Avenue have been approved. The plat and concept plan have been recorded with the Jefferson County Clerk and Recorder. The reception numbers are listed below: Subdivision plat — reception #2014093492 Concept plan — reception #20140940115 Site plan approved administratively, a signed approval form will be sent under separate cover rM I ry I ran I 0 I I Ak 10 i I I I I I t it-ell fi, W4 111H (\ �� long � t ƒ 6 !e \ \ i i I | ! ( j ; & w«. .. . ^.| H \ y « , ��/ \ }\,..��� / � \} � x 0 0 ) 0 fir f z .91 9 1.1 I" 1 < it'll fit 7 ' the. ' 4 sr s 11"Tt - SQ L. 0 .3 I" 1 < z o Lo Z LU (n 0 0 -T f- w l 0 LO 4 z Ln 0 It II T 4 3tz -J < Z::) 0 �� ��� Z q # fit 904 till Sal Ono ci z a { CL j w- S o a. CL r J Ci4 jt e � y �.4 k Wt rl' y .: Ono ci z a { CL j w- S o a. CL r J Ci4 jt e � y �.4 k Wt rl' ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 26 -503 OF THE WHEAT RIDGE MUNICIPAL CODE. SITE AND BUILDING SIGNAGE . 9 1 c laAA I N J 0 1 L a i ., *� LOT 7 OF TOWN CE,:'NTER NORTH SUBDIVISION, FILING NO. 2, LOCATED IN THE THE NORTHW UAR]FER OF (SF) (AC) TRACT A 400 THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE fig W EST OF THE 6TH PRINCIPAL AIIERIDIAN, Lot 1 60,415 1387 � ._ c E CITY OF WHEAT RIDGE COUNTY OF JEFFERSON, STATE OF COLORADO 1.396 z Elf n Aff H ARDSCAPED U O ' �. v 15 Idw ^ � W °9a.7 QO 0 _ co co w SHEET INDEX (3) V) 00 Cq SHEET NO. DESCRIPTION J '� = _ =``�f ® 1.0 2.0 C OVER SHEET SITE PLAN � Cr 0 0 ----- ' m - 3.0 GRADING AND UTILITY PLAN 0 4.0 LANDSCAPE PLAN SITE 5.0 PLANT LEGEND & NOTES < 6.0 -9.0 BUILDING ELEVATIONS W. 44TH AVE. 10.0 -11.0 PHOTOMETRIC PLAN Q r r 73 34.5% E a I' O i N Ld N UJ > O U si m a O 0 U n A (SF) (AC) TRACT A 400 0.009 Lot 1 60,415 1387 TOTAL AREA OF PROPERTY 60,815 1.396 34.5% E a I' O i N Ld N UJ > O U si m a O 0 U n A CIT CER TIFICATI ON APPROVED THIS DAY OF iP , BY THE CITY OF WHEAT RIDGE. EP A T community . planning ® architecture PARKING SUMMARY PROVIDED REQUIRED SPACES PROVIDED LOT 1 : • .. , LOT 1 - LANDSCAPED -r- z Elf n H ARDSCAPED 0 �. v 15 CIT CER TIFICATI ON APPROVED THIS DAY OF iP , BY THE CITY OF WHEAT RIDGE. EP A T community . planning ® architecture PARKING SUMMARY PROVIDED REQUIRED SPACES PROVIDED REQUIRED RESIDENTIAL (1 PER DU) 6 50 C TOTAL PARKING 59 BICYCLE PROVIDED REQUIRED SPACES 6 5 SUBTOTAL BICYCLE 6 5 E GROSS FLOOR AREA 60,991 SF GROSS SF GROUND FLOOR RESIDENTIAL 16,540 SF [::3--61BTOTAL GROUND FLOOR 1 16,5 SF REQUIRED (SF) ( %) 6,797 75% 3,172 35% w��� Q N N N � O O O REDLAND 8000 SOUTH LINCOLN STREET, SUITE 206 LITTLETON, CO. 80122 where Great Places Begin (720) 283 -6783 8000 tth n—ln sheet 32081 IjMtnn, CO 80122 CONTACT: MR. FRED TAFOYA OMW 1720`283 6783; — edlandwm .rr ARVADA, CO. 80002 (303) 456-2887 • ' • � IN i • 0 11 III SHEET illflm 611 , z Elf n n v 0 Q 0 O> v w��� Q N N N � O O O REDLAND 8000 SOUTH LINCOLN STREET, SUITE 206 LITTLETON, CO. 80122 where Great Places Begin (720) 283 -6783 8000 tth n—ln sheet 32081 IjMtnn, CO 80122 CONTACT: MR. FRED TAFOYA OMW 1720`283 6783; — edlandwm .rr ARVADA, CO. 80002 (303) 456-2887 • ' • � IN i • 0 11 III SHEET illflm 611 , WHEAT RIDGE TOWN CENTER NORTH APARTMENTS SITE PLAN LOT 1 OF TOWN CENTER NORTH SUBDIVISION, FILING NO. 2, LOCATED IN THE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 +0.1 4 11.2 + 0.1 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + .0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.2 + 1.2 + 0.2 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 ' n ' 1 + + 0.2 + 0.1 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 l l + 0.0 + 0.0 + 0.1 + 0.0 + 0.1 + 0.4 + 0.0 +0.3 H + 0.0 + 0.3 +. + 0.0 + 0.2 l i l + 0.0 + 0.1 + 0.2 l 0.0 +old + 0.1 + 0.4 0.0 + 0.1 1 �0.1 + 0.5 J 1 + 0.3 11 N.2 + 0.4 ' 2.2 11 t0.6 + 0.6J + 2.0 11 t0.6 + 0.5 0.6 + 0.6J H + 2.4 0.5 + 0.4 + + + + + + + + + + + + + + + + 0.0 0.0 0.1 0.3 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.2 0.6 0.3 0.3 + 0.0 + 0.2 + 0.5 + 0.7 + 0.8 + 0.5 '0.7 + + 0.0 0.0 0.2 0.9 0.5 1.0 0.7 0.5 0.8 0.7 0.5 0.8 0.7 3H 1.1 0.2 0.4 0.0 0.1 MANUFACTURER + + + + + + + + + + + + + + 0.0 0.1 0.3 0.5 0.5 0.3 0.4 1.3 1.5 1.5 1.5 1. 2.9 1 3 _ -- 2._ .3 + �.1 + 0.0 -- --- Q.$ - - -D - -- - -_jL(1 O•� - - -- - -1 1� w + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + o.1 11111 47 11 .1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.0 X 0.8 0.5 0.2 0� OUTSIDE WALL MOUNTED COMPACT FLUORESCENT LIGHT AT BUILDING EGRESS. 120 i v J (1) 14W GU24 15 OUTSIDE SHIELDED WALL MOUNTED LIGHT ON GARAGES, RATED FOR WET KICHLER LIGHTING 1198 NI LOCATION. 7 FT. ABOVE GROUND TO BOTTOM OF FIXTURE SA AST1 LED- 149B350 4000K LED 109 SINGLE HEAD FULL CUTOFF PARKING POLE LIGHT ON 18 FT. ROUND STRAIGHT LITHONIA 40K- SR5MVOLT m POLE. TYPE V OPTICS, 4000K LED SB ARCHITECTURAL AREA UCS- VSL- LUM -BEL 4200K 32 FULL CUTOFF PEDESTRIAN POLE LIGHT WITH DECORATIVE ARM, 12 FT LIGHTING - 12LED -NW -208 - 12 -LIGHT LED ROUND STRAIGHT POLE, FULL CUTOFF SHIELD FCO 0.0 0.1 o-7 -- 6 - - - 1 .2 i - - - 0'. 0. & 0.5 0. 0 4 .6 0.6 0.4 0.6 , 0.4 1.3 1.3 0.3 0.2 0.2 0.4 2 N M 0 N M L-------------------- Z + 0.0 + 0.1 + �g + + + - 0 -- + + + 0.9 0. + 0. + + 0.4 + 0.4 + 0. + 0 4 + .4 0.3 + 0.3 + 0.4 + 0 + + + , + 0.2 + 0.2 + 01 + 0.0 + 0.0 0.0 0.1 + 0.1 pi H t t 0.8 0.4 t 0.5 t 0.�.1 t t 1.0 t 1.0 t 0.9 t 0.6 t 0.4 t 0.4 t 0.7 t 1.1 t 1.1 t 1.1 t 1.1 l t 0.7 t 0.4 t 0.3 t 0.5 t �Je B O O 0 ------- - - - - -I 0.0 0.0 0.1 J 0.9 ; 0.4 0.5 0.9 1.59 1.8 1.9 1.5 1.0 0.6 0.7 1.2 1.7 1.9 1.8 1.8 1.3 0.7 0.4 10.5 L-- ------------------------------------------------------ ----------- ------ - - -- 1- -- -� ' J + 0.0 + 0.0 + 0.1 + 0.5 + .0 .8 .1 + 1.8 + 1.9 + 1. + 0. + (.7 1.7 + 1.8 + 1.9 + 2. + 1 8 + .8 .9 0.4 40.5 + l + 0.0 + 0.1 +0.1 J + 0.7 + .8 g+3 .9 + 2.0 + 1.8 + 1. + + .7 .6 + 1.7 +2. +2 + + .9 1 0.3 4 10.4 + 0.0 0.1 0.1 0.6 2. 1.9 4 1.8 1.9 1. 0. .7 1.7 1.8 1. 1.8 X0.3 0. I l � + 0.0 + 0.1 + .2 l + + ' + + + + + + + 1.9 + 1. + - -- 1. - � + - - -- + 0.8 0.3 10.3 JQ SB + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.0 +0.1 +0.0 + 0.1 + 0.0 + 0.1 + 0.0 + 0.1 + 0.0 + 0.1 + 0.0 E 00 + 0.1 + 0.0 + 0.1 + 0.0 + 0.1 + 0.0 l S .1 + 0.0 MANUFACTURER + + + + + + + + + + + + + + 0.0 0.1 0.3 0.5 0.5 0.3 0.4 1.3 1.5 1.5 1.5 1. t 1 1 + 0.0 I .1 .8 .1 ' .3 + �.1 + 0.0 .2 - - I + 0.4 + 0.1 + 0.1 J .2 0.1 0.1 0.0 OUTSIDE RECESSED LED DOWN LIGHT, RATED FOR WET LOCATION, INSTALLED I � I .4 + 0.1 + 0.0 kD + .1 + 0.0 839 LUMENS w + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + o.1 11111 47 11 .1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.0 + 0.1 + 0.0 + 0.1 + 0.0 + 0.1 + 0.0 + 0.1 + 0.0 E 00 + 0.1 + 0.0 + 0.1 + 0.0 + 0.1 + 0.0 l S ----- _ _ _ MANUFACTURER + + + + + + + + + + + + + + 0.0 0.1 0.3 0.5 0.5 0.3 0.4 1.3 1.5 1.5 1.5 1. + + + + + + + + + + + 0.7 0.4 0.4 0.8 1.3 1.3 1.3 1.4 0.9 0.5 0 0.1 `Q 3 + + + + 0.4 0.1 0.0 .1 .8 .1 ' ------ - - - - �- - - - - - - - - - - - - - ......... --------- - - - - - - - - - - - - \1 - - - - - - - .2 - - 0.0 0.0 .1 , 0.1 0.2 0.2 0.2 0.2 0.3 0.6 0.6 0.6 0.6 0.5 0.3 0.2 0.3 0.5 0.5 0.5 0.5 0 0.1 + 0. \ I \ \ \ 0.1 .2 0.1 0.1 0.0 OUTSIDE RECESSED LED DOWN LIGHT, RATED FOR WET LOCATION, INSTALLED U kD 839 LUMENS w + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + o.1 11111 47 11 .1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 SITE PHOTOMETRIC PLAN 1' -0" = 20' -0" NORTH a'�\ SITE PHOTOMETRIC SUMMARY AVERAGE = 0.6 FT. CANDLE MINIMUM= 0.0 FT. CANDLE MAXIMUM = 12.9 FT. CANDLE ARCHITECT LIGHTING FIXTURE SCHEDULE ITEM MANUFACTURER CAT. NO. LAMPS WATTS DESCRIPTION G HALO H7- 493WBS06 4000K LED 26 OUTSIDE RECESSED LED DOWN LIGHT, RATED FOR WET LOCATION, INSTALLED U kD 839 LUMENS w UNDER SOFFIT H SHAPER LIGHTING 694- WP- CFL132- (1)32W CFL 32 OUTSIDE WALL MOUNTED COMPACT FLUORESCENT LIGHT AT BUILDING EGRESS. 120 RATED FOR WET LOCATION, 8 FT. ABOVE GROUND J (1) 14W GU24 15 OUTSIDE SHIELDED WALL MOUNTED LIGHT ON GARAGES, RATED FOR WET KICHLER LIGHTING 1198 NI LOCATION. 7 FT. ABOVE GROUND TO BOTTOM OF FIXTURE SA AST1 LED- 149B350 4000K LED 109 SINGLE HEAD FULL CUTOFF PARKING POLE LIGHT ON 18 FT. ROUND STRAIGHT LITHONIA 40K- SR5MVOLT m POLE. TYPE V OPTICS, 4000K LED SB ARCHITECTURAL AREA UCS- VSL- LUM -BEL 4200K 32 FULL CUTOFF PEDESTRIAN POLE LIGHT WITH DECORATIVE ARM, 12 FT LIGHTING - 12LED -NW -208 - 12 -LIGHT LED ROUND STRAIGHT POLE, FULL CUTOFF SHIELD FCO ROUND STRAIGHT STEEL POLE BLACK FINISH DESIGNED TO WITHSTAND A MIN. 80 MPH WIND WITH 1.3 GUST FACTOR HAND HOLE BOND GROUND WIRE TO METAL REBAR C ' - ANCHOR BOLTS. PROVIDED BY E.C., INSTALLED BY G.C. GRADE 4 # REBARS WITH ° #4 REBAR TIES AT co 12" 0. C. 3/4" CONDUIT IN AND 24" DIA. CONCRETE BASE BY GENERAL OUT WITH CIRCUIT WIRE CONTRACTOR 2 FT. BELOW GRADE MIN. FIXTURES TYPE SA INSTALLATION DETAIL ON PARKING SURFACE NO SCALE ALL LIGHTING SHALL BE CONSISTANT WITH SECTION 26 -503 OF THE WHEAT RIDGE ZONING AND DEVELOPMENT CODE INCLUDING THE FOLLOWING: ALL FIXTURES SHALL BE FULLY SHIELDED SO THAT LIGHT RAYS EMITTED ARE PROJECTED BELOW, AND NOT ABOVE, THE HORIZONTAL PLANE OF THE FIXTURE. ALL EXTERIOR LIGHTING SHALL BE DESIGNED AND SITUATED SO THAT SUBSTANTIALLY ALL OF THE DIRECTLY EMITTED LIGHT FALLS WITHIN THE PROPERTY BOUNDARIES. EXTERIOR LIGHTING SHALL ALSO BE DESIGNED AND SITUATED SO THAT NO INCIDENTAL OR REFLECTED LIGHT INTERFERES WITH REASONABLE ENJOYMENT OF ADJACENT LAND USES, OR SAFE MOVEMENT OF MOTOR VEHICLES ON PUBLIC STREETS. WALL MOUNTED FIXTURES SHALL NOT EXCEED THE HEIGHT OF THE WALL IT IS MOUNTED ON. ENGINEER LANDSCAPE ARCHITECT (� Co Z 0 0 b W W Z o w ° w U Q a 0 > U) w 0 Z Lo 0 CN 00 x o� U 0 L0 W Lo zU) w M 0 M m Cl) w N �_ 't n M Hu) ZLo Q M �o L� Lo CV Z ''' w w CC < W � J W O w D CL J a U kD ZOz w W tj- J w (� Co Z 0 0 b W W Z o w ° w U Q a 0 > U) w 0 Z Lo 0 CN 00 x o� U 0 L0 W Lo zU) w M 0 M m Cl) w N �_ 't n M Hu) ZLo Q M �o L� Lo CV z w Q wQ cD oz QO wZ �w z w U Z O H 6y:1:1:19 z Q n U I W 5 O O r n W m KEPHART REDLAND BRITINA DESIGN GROUP --' 2555 WALNUT STREET ■ 8000 SOUTH LINCOLN STREET, SUITE ^' ^ 7600 GRANDVIEW AVENUE, # J DENVER, CO. 80205 " , ■■ 206 P, 206 LAN 210 10 of 11 ( 303 832 -4474 LITTLETON, CO. 80122 Enging at Places ARVADA, CO. 80002 I ; ) E P H A R (720) 283 - 6783 8000 South Lincoln Street, #206 Littleton, CO 80122 (303) 456 -2887 CONTACT: MR. DOUG VAN LERBERGHE munit ■ planning ■ architectur Office ,20 283 - 67831- redland.com : B R I T I N A om rou CONTACT: MR. FRED TAFOYA CONTACT: MR. BOB COURI IL ___ d159r 1 A, J J J Q Q m m m o 0 � 2 N M 0 N M Z H N W 0 O O 0 z w Q wQ cD oz QO wZ �w z w U Z O H 6y:1:1:19 z Q n U I W 5 O O r n W m KEPHART REDLAND BRITINA DESIGN GROUP --' 2555 WALNUT STREET ■ 8000 SOUTH LINCOLN STREET, SUITE ^' ^ 7600 GRANDVIEW AVENUE, # J DENVER, CO. 80205 " , ■■ 206 P, 206 LAN 210 10 of 11 ( 303 832 -4474 LITTLETON, CO. 80122 Enging at Places ARVADA, CO. 80002 I ; ) E P H A R (720) 283 - 6783 8000 South Lincoln Street, #206 Littleton, CO 80122 (303) 456 -2887 CONTACT: MR. DOUG VAN LERBERGHE munit ■ planning ■ architectur Office ,20 283 - 67831- redland.com : B R I T I N A om rou CONTACT: MR. FRED TAFOYA CONTACT: MR. BOB COURI IL ___ d159r 1 A, WHEAT RIDGE TOWN CENTER NORTH APARTMENTS SITE PLAN LOT 1 OF TOWN CENTER NORTH SUBDIVISION, FILING NO. 2, LOCATED IN THE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO Specifications EPA. Leagith: width: Height Weight (max) 0_7 ft t F. 22 - 1/4 ' 1 /4 N.4 trn) 012. 0 - 6�3f 8" j I s_'_ fir I 33 Its (14A kg) AST1 LE D LED Area Lurninaire ' I I![�11i IIf g t t facts t�,rxas Wet Location Listed and IF86 Rated- TYFQ Introduction The Aeris family combines sleep, fluid forms ar d cnsp e dges into a striping architectural aesthetic that can be echoed thrau9bo u# enti re sites. The AST1 LED integrates the Iates` LED technology with the designer aesthetic of the Aeris' family for s4rlish high - performance illumination that lasts. The AST1 LED is ideal for replacing 100 'yV metal halide in area lighting applications with typical energy savings of 6 5 and expected service life of over 1CQ0W hiou rs_ FIXTURE 1 7 - ,I]4 rrcr ), 0 AST1 LED IMNFR 'ST i LiD 1 #reengine (4-3 or !+3 LEN E "PLE: AST1 LED 1 63B350/40K SRS M VCS LT SEA D 113E M 3SD mil. op1 ions: 5R2 fyw I MOLT' Shippk irlcllrl ed 491335IN30K NI"-] +: 5FU rype I 1 420 SPA SquMpaie 496350140K 4M SR4 r�x rY 208 d 49635050K -, COX 5PS Fry 2g0 RPA %..rid p*MV_:la 636350130K 301 LLI W V — 1111 BA '44 bralde 63935040K. WOK 34' 636350150K SM 4t.1 530 mkt optiom>V 636530130K MOO 63653134 4000K 163E530150K `011 m FIXTURE "G" FIXTURE " Shipped installed 5F Side f ze (I X, 277 347YF r DF kible fuse ( 24Q M a' DFL Ew''Ang len 5h ippfd separately 'rU Vandalguard DDR DE LO DHAXD DELBX0 DNATXD DWHGxD ENGINEERING CONSULTANTS I N C O R P O R A T E D ELECTRICAL ENGINEERS aark %Kk 4alural aluminum bbile Tex ri-ed va4. .W.T lect-fed _faLi brlcd - olural alurni - l-7 T exr..red afi 2555 WALNUT ST. SUITE B., DENVER, CO 80205 (303) 355 -5534 (tel) (303) 355 -5509 (fax) • Now available with highly efficient LED technology - IES Type 5 distribution - Three color temperatures, 3K, 4K and 5K • Modular system with various luminous and hood options • Pole, wall, or pendant mount options • Opat glass lens, Type 5 distribution for soft general lighting • Available -with futt cutoff option • IP65 constructed is Powder coat finish in 13 standard colors with a polymer primer sealer Exteri or Wall Luminaire Classic Quarter Downlight Sample Number: 694- WP -16 -MH 11170 -277V -GRM -C Series Size Lamp Voltage Finish s. Options 694 -WP =Classic 12" CFU1 Q&32W- Triple) t 120V Standard C -Rear Ithrough wall) Feed Quarter lg" CFU2 (26'32W Triple) 2 277V 3 NBZ =Natural Bronze Conduit Mounting Sphere ING'1175 1 347V ° Premium OR ---Q uartz Restrike 7 IN11'2175 2 BK =Black TGL= Sandblasted MH1l50 2 BM =Bronze Metallic Tempered Glass Lens a MH/L'70 2 CC =Custom Color Notes_ DP =Dark Platinum 1 Available in 12" GM =Gold Metallic 2 Available In 16" GRM = Graphite Metallic 3 CFL and MH only. GY =Grey 4 Available with CPL only S Premium TGIC polyester powder coat paint. SM= Silver MCteIIIC 2.5 mil nominal thickness for superior VG= Verdigris protection against fade and wear. WH =White 6 Bronze will we to a dark bronze patina. 7 Available with MH lamping only. a For CFL and INC iamping ITGL is standard with MH lampingl. )) FIXTURE "SB" OLn Ln � W w = << L7 LLB H C J ° J LLJ Q _ Z�� d Q U V z o cc ZOZ LLI W V — J w I S ! ) (n co z p p b w w Z o w 0 U Q af 0 > U) w 0 Z LO 0 N 00 N O� U� �� WLO z 1 t ` W M M m M W H U) ~' I— U) M L0 L 6 zLO > J M > O L0 LO CV Q N N N 0 1- 00 0-) 0 ' 0 1 1 , 0 !1 r W I'll Unorr UCS (12 light emitting diode array. 32 watts AWT .v.rctic White FCD E toff shield. co Small scale es luminous 120 thru 277 volt 700mA drive currenL) BLK =lack 11LB ts BolL�d 12LED -WW Wa white ( MTB Matte Black z Internal sieeve to 12LED - NW Neutral white (4200K). DGN Dark Green S hiock Light frarn LLI 7SR5oLid 12LED -BW Bright white (5 100K). DBZ Dark. Brmw the when a luminous element nous UCZ (12 tight emrtt6V diode array. 32 watts. WRz W ead*re d Brt>'nnz+e is chosen: WND. lats 120 t tlru 277 vtatE 700 1mA drinre osrrent) BRM U1e #aflic Brnnze 5R, YSL ar LUM ngs 121LEQ -WW Warm white (300DK). VOL Verde Blue < I''� VSL Vertical slots 12LE� -MW Ne white (4200K). CRT LDrten LLI � V LUML Luminous rings 12LED -BW Baight white (5100K). M qL ,eLWminum Q z U) NipC Medium Grey Q = Uj Uj r ' ' ATG Antique Green ANG Angled hood (Not for UCB) LGy Light Grey LL i UJ BEL Bell hood (Nat for UCB) BALj Provide a RAL 4 Q ELR Flared hood PREMIUM digit color number w Z J V ) STR Str*ht hood COLOR SKB Skirted bell hood (Nat for CUSTOM Please provide = LV UCB) COLOR a color chip Far Lu matchiN. 11! OPTION - z U COP Copper LLJ S75 I Stainless steel U The natural copper twmd z is unfinished to develop a patina mr tkne. O ARCHITECT ENGINEER LANDSCAPE ARCHITECT SHEET KEPHART i " " " " "' ------- "" i REDLAND BRITINA DESIGN GROUP 2555 WALNUT STREET '� i 8 SOUTH LINCOLN STREET, SUITE - - -- — -- - -� - --- - � - - - -- 260 'Ii 0 GRANDVIEW AVENUE, # DENVER, CO. 80205 C j LA (303) 832 -4474 K E P H A R LITTLETON, CO. 80122 Engineering eat Places ARVADA, CO. 80002 I 11 of 11 CONTACT: MR. DOUG VAN LERBERGHE' (720) 283 -6783 1 8000 South Lincoln Street #2061 Littleton, CO 80122 (303) 456 -2887 'BRITI NA' 1 I ______Y__Lj____9________ 1 1 Office :(7201 283 -6783 1- retllantl.com 1 1 1 L aTn,nrt ■ lannln ■ architectur �__________________________� 1 design group 1 CONTACT: MR. FRED TAFOYA CONTACT: MR. BOB COURI L ____________ i 694 -WP SERIES Universes Small Scale /Bollard J Q Q m mm >> D o 0 Z of �2 N M 0 N M Z Q N N N 0 1- 00 0-) 0 ' 0 1 1 , 0 !1 r W I'll Unorr UCS (12 light emitting diode array. 32 watts AWT .v.rctic White FCD E toff shield. co Small scale es luminous 120 thru 277 volt 700mA drive currenL) BLK =lack 11LB ts BolL�d 12LED -WW Wa white ( MTB Matte Black z Internal sieeve to 12LED - NW Neutral white (4200K). DGN Dark Green S hiock Light frarn LLI 7SR5oLid 12LED -BW Bright white (5 100K). DBZ Dark. Brmw the when a luminous element nous UCZ (12 tight emrtt6V diode array. 32 watts. WRz W ead*re d Brt>'nnz+e is chosen: WND. lats 120 t tlru 277 vtatE 700 1mA drinre osrrent) BRM U1e #aflic Brnnze 5R, YSL ar LUM ngs 121LEQ -WW Warm white (300DK). VOL Verde Blue < I''� VSL Vertical slots 12LE� -MW Ne white (4200K). CRT LDrten LLI � V LUML Luminous rings 12LED -BW Baight white (5100K). M qL ,eLWminum Q z U) NipC Medium Grey Q = Uj Uj r ' ' ATG Antique Green ANG Angled hood (Not for UCB) LGy Light Grey LL i UJ BEL Bell hood (Nat for UCB) BALj Provide a RAL 4 Q ELR Flared hood PREMIUM digit color number w Z J V ) STR Str*ht hood COLOR SKB Skirted bell hood (Nat for CUSTOM Please provide = LV UCB) COLOR a color chip Far Lu matchiN. 11! OPTION - z U COP Copper LLJ S75 I Stainless steel U The natural copper twmd z is unfinished to develop a patina mr tkne. O ARCHITECT ENGINEER LANDSCAPE ARCHITECT SHEET KEPHART i " " " " "' ------- "" i REDLAND BRITINA DESIGN GROUP 2555 WALNUT STREET '� i 8 SOUTH LINCOLN STREET, SUITE - - -- — -- - -� - --- - � - - - -- 260 'Ii 0 GRANDVIEW AVENUE, # DENVER, CO. 80205 C j LA (303) 832 -4474 K E P H A R LITTLETON, CO. 80122 Engineering eat Places ARVADA, CO. 80002 I 11 of 11 CONTACT: MR. DOUG VAN LERBERGHE' (720) 283 -6783 1 8000 South Lincoln Street #2061 Littleton, CO 80122 (303) 456 -2887 'BRITI NA' 1 I ______Y__Lj____9________ 1 1 Office :(7201 283 -6783 1- retllantl.com 1 1 1 L aTn,nrt ■ lannln ■ architectur �__________________________� 1 design group 1 CONTACT: MR. FRED TAFOYA CONTACT: MR. BOB COURI L ____________ i 694 -WP SERIES Universes Small Scale /Bollard Lauren Mikulak From: Tyler Downs < tdowns@wazeepartners.com > Sent: Thursday, October 30, 2014 11:09 AM To: Lauren Mikulak; Fred Tafoya Subject: RE: Town Center North - Ready for Mylar Thanks for the good news Lauren. Fred and I are actually going to be in Wheat Ridge this afternoon at 3 pm. I can swing by at around 3:45 ish. So I understand, it's ok if I sign everything before the mylars arrive at the city? From: Lauren Mikulak[ma i Ito: Im iku la KOci.wheatridge.co.us] Sent: Thursday, October 30, 2014 11:02 AM To: Fred Tafoya (ftafoya(@redland.com) Cc: Tyler Downs Subject: Town Center North - Ready for Mylar Fred, The plat, concept plan and site plan are all in approvable format. Please print the concept plan and plat on mylar and send to our offices. Tyler, You will need to sign all three documents. I have the site plan in our offices already. I can let you know when the mylars get here or you can sign them before they are delivered. Thanks, Lauren E. Mikulak, AICP Senior Planner 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2845 Fax: 303-234-2845 www.ci.wheatridge.co.us City ut Wheat Rjdc COMMUNITY DEvEIAwmfNI CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Lauren Mikulak From: Dave Brossman Sent: Thursday, October 30, 2014 2:08 PM To: Lauren Mikulak Cc: Steve Art; Rick Rome; Steve Nguyen; Russ Higgins; Bill LaRow Subject: TCN Approvals - 1st of 2 E -Mails Attachments: TCN FILING NO2 PLAT_Review-4_APPROVED.pdf, Trip Generation Memo 062314 -Review- 1 -APP ROVED.pdf, Drainage Conformance _ Review- 3_APP ROVED.pdf, Town Center North -Lot 1_Wazee Phase II - approval.ltr.pdf Hi Lauren — The Town Center North (Wazee Phase II) plat and construction plans all look good and I've approved these. As stated in previous correspondence, the Concept and Site Plans were all previously found to be approvable from a PW standpoint. I have attached my approval letter along with the plat and civil documents, except for the Construction Plans which will be sent in a separate e-mail due to file size. Thanks and have a great day — Q David F. Brossman, PLS Development Review Engineer/City Surveyor 7500 W. 29th Avenue Wheat Ridge, CO 80033 Phone & Fax: 303.235.2864 www.ci.wheatridge.co.us City of ��Wh6atWidgc BLIC WORKS CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Lauren Mikulak From: Dave Brossman Sent: Thursday, October 30, 2014 7:45 AM To: Lauren Mikulak Subject: TCN Plat Good Morning Lauren — I took a look at the TCN plat and the notations are perfect. I will return it as approved by PW subsequent to my review of the construction plans — that way I can send them all back at once. Oh, and the Site Plan and Concept Plan were found to be approvable during the previous (3rd) review. Have a great day! FBI David F. Brossman, PLS Development Review Engineer/City Surveyor 7500 W. 29th Avenue Wheat Ridge, CO 80033 Phone & Fax: 303.235.2864 www.ci.wheatridP,e.co.us City of W hcat Rdgc PUBLIC WORKS CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Lauren Mikulak From: Tyler Downs <tdowns@wazeepartners.com> Sent: Thursday, October 16, 2014 9:34 AM To: Dave Brossman Cc: Lauren Mikulak; Steve Art Subject: Re: Tract A Dave, This looks great. Thank you for putting together this language. Best, Tyler On Oct 16, 2014, at 9:17 AM, Dave Brossman <dbrossman(@ci.wheatridge.co us> wrote: Hi Tyler — Let's replace Note 6 on the first sheet of the plat with the following language: 6.) THE PURPOSE OF TRACT A IS TO ALLOW ACCESS TO AND MAINTENANCE OF EXISTING UTILITIES. TRACT A SHALL HEREBY BE FULLY ENCUMBERED BY THE FOLLOWING EASEMENTS TO THE BENEFIT OF LOT 1, TOWN CENTER NORTH SUBDIVISION FILING NO. 2: A.) A WALL EASEMENT TO ALLOW FOR CONSTRUCTION AND MAINTENANCE OF A RETAINING WALL, AND B.) A GRADING EASEMENT TO ALLOW FOR GRADING OF THE AREA, AND C.) A LANDSCAPE EASEMENT TO ALLOW FOR THE PLACEMENT AND MAINTENANCE OF LANDSCAPING. Have a great day — David F. Brossman, PLS Development Review Engineer/City Surveyor Phone & Fax: 303.235.2864 <image002.jpg> From: Steve Art Sent: Thursday, October 16, 2014 8:28 AM To: Tyler H. Downs Cc: Dave Brossman; Lauren Mikulak Subject: Tract A Tyler, 1 We met this morning and came up with a Purpose statement for you. Dave Brossman will formalize the language and get it to you shortly. Steve Art Economic Development & Urban Renewal Manager Direct: 303-235-2806 Cell: 720-454-9040 Fax: 303-235-2806 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 www.ci.wheatridge.co.us <image003.jpg> CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. `' •,�City of" Wheat iclge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. October 15, 2014 Response October 21, 2014 Fred Tafoya Redland Engineering 8000 South Lincoln Street, Suite 206 Littleton, CO 80122 Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Re: Town Center North — Plat, Concept Plan, Site Plan / 31 Review Dear Mr. Tafoya: This letter is regarding your application for approval of a plat, concept plan, and site plan for the Wheat Ridge Town Center North Apartments located at 7340 W. 441h Avenue. I have reviewed the third submittal and have the following comments. PLAT Sheet 1: 1. Please remove the Planning Commission approval from the cover sheet. I should have caught this earlier, but this plat will only be reviewed administratively. Response: Planning Commission approval removed. 2. Please identify the purpose, in addition to the use of Tract A. I'm not clear on Tract A, but for the sake of example, "Tract A is being created for the purposing of existing monitoring wells which will be held under separate ownership for x years until it is purchased by the owner of Lot 1. Tract A includes an easement that allows for landscaping and retaining wall." Response: Tract A purpose addressed. CONCEPT PLAN Sheet l: 1. Please order the case number chronologically with the three from 2014 at the top of the list. This is necessary for our internal use of recorded plans and plats. Response: Case Numbers re -organized. SITE PLAN The site plan is approvable. Please provide a signed full size copy on bond paper. Response: A bond copy of the Site plan is provided as requested. www.ci.w heatridge.co.us The second submittal was also provided to the Public Works Department for review. Attached are the comments that were received from Dave Brossman. This concludes the summary of comments. For the next review, please provide a response to this letter and resubmit plans in the following formats: • Adobe pdf files of all documents • AutoCAD dwg file of the plat If you have any questions or need further clarification, please feel free to contact me directly at 303-235-2845. Sincerely, fo'o�� Lauren E. Mikulak, AICP Senior Planner cc: Case files (WSP-14-03, WCP-14-02, and MS -14-05) Enclosures 2 PIEDLANr) 8000 South Lincoln Street, #206 Littleton, CO 80 12 2 Office: 17201283-6783 1 www.rediand.com Where Great Places Begin October 21, 2014 David Brossman, PLS City Surveyor/Development Review Engineer City of Wheat Ridge 7500 W. 291h Ave Wheat Ridge, CO 80033 Re: Lot 1 Wheat Ridge Town Center North — Plat, Concept Plan, Site Plan review Dear Mr. Brossman: We have received City referral comments dated October 15, 2014 and are providing this letter documenting responses to itemized comments. PLANNING & ZONING: Concept Plan: 1. All previous comments have been addressed; the Concept Plan is approvable from a Public Works standpoint. Response: Comment acknowledged. Site Plan: 1. All previous comments have been addressed; the Site Plan is approvable from a Public Works standpoint. Response: Comment acknowledged. Final Plat: Sheet 1: 1. For Note 6, you need to provide a PURPOSE of Tract A. An easement is a right and a Tract is a parcel, neither of which is a purpose. I suggest creating an easement or easements as necessary, and adding a detail of this area to define those easements needed. (See Sheet 2). Response: Note 6 revised. Sheet 2: 1. For Tract A: Include an enlarged Detail for the "Tract" depicting exactly what easements are going to be present, and include the bearings and distances of all easements so they may be field located. If they are all going to be the exact same dimensions, then title the area as ZED LA N () "Landscape, Retaining Wall, and Utility Easement Hereby Created by this Plat." I also suggest modifying Note 6 on Sheet 1 to provide a specific purpose or purposes for the easements. Response: Added Note "Landscape, Retaining Wall and Utility Easement Hereby Created by this Plat". Note 6 was revised. CIVIL ENGINEERING: Drainage letter: 1. All previous comments have been addressed; the Drainage Letter is approvable. Please include 2 signed and hardcopies and one scanned PDF of the sealed letter for approval. Response: Comment acknowledged. Developed Drainage Plan: 1. All previous comments have been addressed; the Drainage Plan (AKA Drainage Exhibit) is approvable. Please include 2 signed and hardcopies and one scanned PDF of the sealed Plan for approval. Response: Comment acknowledged. Developed Drainage Plan: All previous comments have been addressed; the Drainage Plan (AKA Drainage Exhibit) is approvable. Response: Comment Acknowledged Construction Plans: Sheet C1.2 (General Notes): 1. Add the following Note under the Erosion & Sediment Control notes: 12. REFER TO THE STORMWATER MANAGEMENT PLAN (SWMP) FOR ADDITIONAL REQUIREMENTS. Response: The note has been added as requested. Sheet C3.1 (Grading Plan): 1. The arrows for the cross-sections (both A -A and B -B) are pointing the wrong direction. Response: The section arrows have been reoriented as requested. Sheet C4.1 (Erosion Control Plan): 1. Add the following Note under the Erosion & Sediment Control notes: 12. REFER TO THE STORMWATER MANAGEMENT PLAN (SWMP) FOR ADDITIONAL REQUIREMENTS. (We want to direct the reader to the SWMP since these plans will not have the level of detail the SWMP will have). Response: The note has been added as requested. Sheet C5.1 (Overall Utility Plan): 1. Please add the following Note on this Sheet: "NOTICE TO CONTRACTOR: IF MORE THAN THREE (3) STREET CUTS OCCUR WITHIN 250 LINEAR FEET, ADDITIONAL MILLING/OVERLAY REQUIREMENTS WILL APPLY. REFER TO THE TERMS OF ZED LA N f) THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT (THAT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS, 303.235.2861, PRIOR TO COMMENCEMENT OF WORK)." Response: The note has been added as requested. Sheet C6.4 (Underground Detention Details): 1. Include "DETENTION MODULE F1" in the "Section A -A" title. Response: The title has been added as requested. 2. Please include a plan view of the Section A -A detail. We realize there is an overall plan view but the detail needs to show what the outfall weir looks like from above. Response: A plan view has been provided showing the weir placement and dimension in plan view. Sheets C8.1 & 8.2 (Site Details): 1. The CDOT Type 1A, Type 2A, and Type 2B ADA ramps are for use at roadway intersections. Clearly identify on all plan views where these are to be utilized. If they are not going to be used on this project, please remove them from the detail sheets. Response: Type and placement of curb returns have been updated as requested. Standards that are not used with this project have been removed. Sheet C8.3 (Erosion Control Details): 1. Add the following Note under the Wheat Ridge Erosion Control Notes: "33. REFER TO THE STORMWATER MANAGEMENT PLAN (SWMP) FOR ADDITIONAL REQUIREMENTS. Response: The note has been added as requested. Sheet C8.6 (Detention Details): 1. On the Storm Capture Plan View please show cross-sectional views for A -A through D -D in the areas indicated on the redlined plans. Include spot elevations at each module junction along those lines. This will ensure proper constructability. Response: The note has been added as requested. ITEMS OF NOTE: CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. If this project is to be part of a larger "phased" development (i.e., subdivision), a portion of the State Permit may be transferred from the larger development to this project (please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information) Response: Comment Acknowledged PE LAN r) Stormwater Maintenance Agreement and O & M Plan: All post -construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For stormwater quality facilities including, but not limited to, above -ground or underground detention facilities, porous landscape detention areas, porous pavement, centrifuge type devices such as a Rinker Stormcepter° or Contech CDS®, hydrodynamic separation systems such as a Contech Vortechs®, or for any other approved post -construction BMP, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (0 & M) Schedule/Log shall be required prior to issuance of the Certificate of Occupancy. The 0 & M Schedule/Log must be kept current and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. Response: Comment Acknowledged. We have received comments from Mr. La Row on the initial submittal. His comments will be addressed under separate cover. Drainage Certification w/As-Built Plans required prior to C.O. Upon completion of the drainage improvements, the Engineer -of -Record Mr. Rick Rome, P.E., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. Three (3) copies of the "As -Built" Plans are to be submitted as follows: a. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and b. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: One (1) file in AutoCAD 2010 DWG or older format, and one (1) file in PDF format. Response: Comment Acknowledged. Please feel free to contact us if you have any further questions or comments. Kind Regards Rick Rome, P.E. City of W h6at jAle COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 October 15, 2014 Fred Tafoya Redland Engineering 8000 South Lincoln Street, Suite 206 Littleton, CO 80122 Re: Town Center North — Plat, Concept Plan, Site Plan / P Review Dear Mr. Tafoya: This letter is regarding your application for approval of a plat, conceFt plan, and site plan for the Wheat Ridge Town Center North Apartments located at 7340 W. 44` Avenue. I have reviewed the third submittal and have the following comments. PLAT Sheet l: 1. Please remove the Planning Commission approval from the cover sheet. I should have caught this earlier, but this plat will only be reviewed administratively. 2. Please identify the purpose, in addition to the use of Tract A. I'm not clear on Tract A, but for the sake of example, "Tract A is being created for the purposing of existing monitoring wells which will be held under separate ownership for x years until it is purchased by the owner of Lot 1. Tract A includes an easement that allows for landscaping and retaining wall." CONCEPT PLAN Sheet l: 1. Please order the case number chronologically with the three from 2014 at the top of the list. This is necessary for our internal use of recorded plans and plats. SITE PLAN The site plan is approvable. Please provide a signed full size copy on bond paper. The second submittal was also provided to the Public Works Department for review. Attached are the comments that were received from Dave Brossman. This concludes the summary of comments. For the next review, please provide a response to this letter and resubmit plans in the following formats: • Adobe pdf files of all documents • AutoCAD dwg file of the plat www.ci.wheatridge.co.us If you have any questions or need further clarification, please feel free to contact me directly at 303-235-2845. Sincerely, fo� Lauren E. Mikulak, AICP Senior Planner cc: Case files (WSP-14-03, WCP-14-02, and MS -14-05) Enclosures 2 City of' Wheat Wdge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29'x' Ave. October 15, 2014 Mr. Rick Rome, P.E. Redland 8000 S. Lincoln Street, #206 Littleton, CO 80122 720.283.6783 Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 Re: Third Review Comments of the Drainage Conformance Letter, Final Plat, Concept Plan, and Site Plan for the proposed development of Lot 1, Town Center North Subdivision, Case# WCP-14-02/ WSP-14-03/MS-14-05. Dear Mr. Rome, I have completed the third review of the above referenced letter, plat, and Plans received on Sept 26, 2014, for the proposed apartments at the property located at 7340 W. 44`h Avenue, and I have the following comments: PLANNING & ZONING: Concept Plan: 1. All previous comments have been addressed; the Concept Plan is approvable from a Public Works standpoint. Site Plan: 1. All previous comments have been addressed; the Site Plan is approvable from a Public Works standpoint. Final Plat: Sheet 1: 1. For Note 6, you need to provide a PURPOSE of Tract A. An easement is a right and a Tract is a parcel, neither of which is a purpose. 1 suggest creating an easement or easements as necessary, and adding a detail of this area to define those easements needed. (See Sheet 2). Sheet 2: 1. For Tract A: Include an enlarged Detail for the "Tract" depicting exactly what easements are going to be present, and include the bearings and distances of all easements so they may be field located. If they are all going to be the exact same dimensions, then title the area as "Landscape, Retaining Wall, and Utility Easement Hereby Created by this Plat." I also suggest modifying Note 6 on Sheet 1 to provide a specific purpose or purposes for the easements. www.ci.wheatridge.co.us Public Works Engineering October 15, 2014 Page 2 CIVIL ENGINEERING: Drainage Letter: 1. All previous comments have been addressed; the Drainage Letter is approvable. Please include 2 signed and hardcopies and one scanned PDF of the sealed letter for approval. Developed Drainage Plan: 1. All previous comments have been addressed; the Drainage Plan (AKA Drainage Exhibit) is approvable. Please include 2 signed and hardcopies and one scanned PDF of the sealed Plan for approval. Construction Plans: Sheet C1.2 (General Notes): 1. Add the following Note under the Erosion & Sediment Control notes: 12. REFER TO THE STORMWATER MANAGEMENT PLAN (SWMP) FOR ADDITIONAL REQUIREMENTS. Sheet C3.1 (Gradin Pg lan): 1. The arrows for the cross-sections (both A -A and B -B) are pointing the wrong direction. Sheet C4.1 (Erosion Control Plan): 1. Add the following Note under the Erosion & Sediment Control notes: 12. REFER TO THE STORMWATER MANAGEMENT PLAN (SWMP) FOR ADDITIONAL REQUIREMENTS. (We want to direct the reader to the SWMP since these plans will not have the level of detail the SWMP will have). Sheet C5.1 (Overall Utility Plan): I . Please add the following Note on this Sheet: "NOTICE TO CONTRACTOR: IF MORE THAN THREE (3) STREET CUTS OCCUR WITHIN 250 LINEAR FEET, ADDITIONAL MILLING/OVERLAY REQUIREMENTS WILL APPLY. REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT (THAT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS, 303.235.2861, PRIOR TO COMMENCEMENT OF WORK)." Sheet C6.4 (Undergound Detention Details): 1. Include "DETENTION MODULE F1" in the "Section A -A" title. 2. Please include a plan view of the Section A -A detail. We realize there is an overall plan view but the detail needs to show what the outfall weir looks like from above. Sheets C&I & 8.2 (Site Details): 1. The CDOT Type IA, Type 2A, and Type 2B ADA ramps are for use at roadway intersections. Clearly identify on all plan views where these are to be utilized. If they are not going to be used on this project, please remove them from the detail sheets. www.d.wheatridge.co.us Town Center North Lot 1 Resub -Review-3.Itr.docx Public Works Engineering October 15, 2014 Page 3 Sheet C8.3 (Erosion Control Details): 1. Add the following Note under the Wheat Ridge Erosion Control Notes: "33. REFER TO THE STORMWATER MANAGEMENT PLAN (SWMP) FOR ADDITIONAL REQUIREMENTS. _Sheet C8.6 (Detention Details): 1. On the Storm Capture Plan View please show cross-sectional views for A -A through D -D in the areas indicated on the redlined plans. Include spot elevations at each module junction along those lines. This will ensure proper constructability. ITEMS OF NOTE: 1. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. If this project is to be part of a larger "phased" development (i.e., subdivision), a portion of the State Permit may be transferred from the larger development to this project (please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information) 2. Stormwater Maintenance Agreement and O & M Plan: All post -construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For stormwater quality facilities including, but not limited to, above -ground or underground detention facilities, porous landscape detention areas, porous pavement, centrifuge type devices such as a Rinker Stormcepter® or Contech CDS®, hydrodynamic separation systems such as a Contech Vortechs ; or for any other approved post -construction BMP, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Schedule/Log shall be required prior to issuance of the Certificate of Occupancy. The O & M Schedule/Log must be kept current and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. 3. Drainage Certification w/As-Built Plans required prior to C.O. Upon completion of the drainage improvements, the Engineer -of -Record Mr. Rick Rome, P.E., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be www.ci.whestridge.co. us Town Center North -Lot I Resub - Review-3.I1r.docx Public Works Engineering October 15, 2014 Page 4 submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. Three (3) copies of the "As -Built" Plans are to be submitted as follows: a. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and b. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: One (1) file in AutoCAD 2010 DWG or older format, and one (1) file in PDF format. The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. City Surveyor/Development Review Engineer CC: Steve Nguyen, Engineering Manager Lauren Mikulak, Planner 11 File wwwAwhentridge.co-us Town Center North Lot I Resub - Reciew-3.Itr.docx PIEDLAND 8000 South Lincoln Street, #206 Littleton, CO 80122 Office: (720) 283-6783 1 www.redland.com Where Great Places Begin September 25, 2014 David Brossman, PLS City Surveyor/Development Review Engineer City of Wheat Ridge 7500 W. 29th Ave Wheat Ridge, CO 80033 Re: Lot 1 Wheat Ridge Town Center North — Plat, Concept Plan, Site Plan review Dear Mr. Brossman: We have received City referral comments dated September 16, 2014 and are providing this letter documenting responses to itemized comments. CIVIL ENGINEERING: Drainage Letter & Plan: 1. On the 1st page of the Letter it is stated that the proposed project will have an impervious percentage of 74.6%, which is less than the 83% value from the original report. We are concerned with whether or not the current proposal will function properly considering the original EDB area is now going to be comprised of buildings, garages, or a paved parking lot, and irrespective of the 83% value of the previous report. For example, on the first sheet of the Site Plan it states that the Open Space provided is only 22%, so we're not convinced that the stated 74.6% impervious value is entirely accurate. In addition, there are some areas where it AstroTurf is proposed — what is the material underneath this artificial turf, is it asphalt? If so this may also affect the total imperviousness of the site even though it may be included in the Open Space calculation. Please verify the 74.6% impervious value, and adjust the detention calculations as necessary so the drainage corresponds to the proposed site design. Response: We have revisited the calculations for the percent impervious calculations as requested. This was done in conjunction with the hardscape/softscape open space evaluation for the Site Plan. An exhibit is provided in the report documenting these assumptions. Developed Drainage Plan: All previous comments have been addressed; the Drainage Plan (AKA Drainage Exhibit) is approvable. Response: Comment Acknowledged PE LAN r) PLANNING & ZONING: Concept Plan: 1. All previous comments have been addressed; the Concept Plan is approvable from a Public Works standpoint. Response: Comment Acknowledged Site Plan: Sheet 2 (Site Plan): 1. Please darken the property boundary line for clarity as previously requested. Response: We have doubled the printed width of the boundary for clarity purposes. 2. The Stormwater Detention Easement boundary for the underground system must be clearly identified on the Site Plan. Response: We have provided additional labeling for the detention easement area as requested. 3. Since the drawing is getting "busy", Public Works highly suggests that the proposed easements linetype be darkened for better clarity. Response: We have doubled the printed width of the easement line for clarity purposes. Final Plat: Sheet 1: Sheet 2: 1. All previous comments have been addressed on Sheet 1. Response: Comment Acknowledged 1. The Detention Easement for the underground system shall be shown on the graphical portion with text stating, "STORMWATER DETENTION EASEMENT HEREBY CREATED BY THIS P LAT" . Response: Easement and text has been added. 2. The Drainage Easements for the storm pipe system shall be shown on the graphical portion with text stating, "DRAINAGE EASEMENT HEREBY CREATED BY THIS PLAT". (These easements do appear on the Site Plan, but not on the plat). Response: Easement and text has been added. ITEMS OF NOTE: 1. Construction Plans: Construction Plans signed and sealed by a Professional Engineer licensed in the State of Colorado, shall be required for all public improvements including but not limited to, drainage -related items such as detention facilities, stormwater pipe, inlets, drainageways or pans, and curb & gutter. Include plan and profiles for any PED LLA N j') proposed stormwater systems or street curb & gutter. Provide sufficient information to properly construct roadway improvements along property frontages, and include construction drawings for all public improvements to be constructed. Include all City standard details for all proposed constructed items. These plans may be submitted prior to or concurrent with the Building Permit Application plan set. Please be sure to provide an electronic file in PDF format for review by Public Works. NOTE: All PW reviews are performed electronically, so the PDF must be included to be reviewed. Response: These items have been provided under separate cover for review and comment. 2. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health Response: Comment Acknowledged, 3. Stormwater Maintenance Agreement and O & M Plan: All post -construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For stormwater quality facilities including, but not limited to, above -ground or underground detention facilities, porous landscape detention areas, porous pavement, centrifuge type devices such as a Rinker Stormcepter' or Contech CDS°, hydrodynamic separation systems such as a Contech Vortechs', or for any other approved post -construction BMP, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (0 & M) Schedule/Log shall be required prior to issuance of the Certificate of Occupancy. The 0 & M Schedule/Log must be kept current and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. Response: Comment Acknowledged. An O&M Manual has been provided for review and approval. 4. Drainage Certification w/As-Built Plans required prior to C.O. Upon completion of the drainage improvements, the Engineer -of -Record Mr. Rick Rome, P.E., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage PEQLLAN() Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. Three (3) copies of the "As -Built' Plans are to be submitted as follows: a. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and b. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: One (1) file in AutoCAD 2010 DWG or older format, and one (1) file in PDF format. Response: Comment Acknowledged Please feel free to contact us if you have any further questions or comments. Kind Regards Rick Rome, P.E. City of " Wheat iJgie COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 September 15, 2014 Comment Response September 24, 2014 by Redland, Weston, Britina Fred Tafoya Redland Engineering 8000 South Lincoln Street, Suite 206 Littleton, CO 80122 Re: Town Center North — Plat, Concept Plan, Site Plan / 2nd Review Dear Mr. Tafoya: This letter is regarding your application for approval of a plat, concet plan, and site plan for the Wheat Ridge Town Center North Apartments located at 7340 W. 44t Avenue. I have reviewed the second submittal and have the following comments. PLAT Sheet 1: 1. Despite being a replat, the lot should be called Lot 1 not Lot 1 R. Please modify all references on this sheet. Response: Lot 1 has been renamed 2. In the note regarding the storm water detention easement, it appears that Lots 2 and 3 were removed from maintenance responsibilities. If all three lots are still responsible for maintenance, please modify the text so it reads: "...of Lot 1 of Town Center North Subdivision Filling No. 2 and Lots 2 and 3 of Town Center North Subdivision, and their..." Response: Revised text — all three lots will be responsible for the maintenance. 3. Please add a Note #6 to describe the purpose and limitations of Tract A. Response: Will add note. 4. In the City Certification, please modify the text to read "...by the City of Wheat Ridge Response: Revised text. Sheet 2: 5. On Vance Street in the replatted graphic, please remove the text "hereby dedicated by this plat," as previously requested. Response: Text removed. www.cimvheatridge.co.us 6. Please remove the R so the lot label reads "Lot I." Response: Removed the R Please show an easement on Tract A that accommodates the proposed wall. Without an easement, the wall cannot cross the lot boundary. Response: Tract A will be dedicated as an easement. 8. Is there any desire to create a sign easement on the northeast corner of the site in case a Master Sign Plan is completed in the future? Response: Not planned at this time. CONCEPT PLAN Sheet 1: 9. In addition to the URA, Wazee will also need to sign as owners of Lot 2. Please add a signature line and notary block under the Owners Certificate. Response: Signature line added 10. In the Case History box, please add the following case numbers, as previously requested: WSP-14-03 WCP-14-02 MS -14-05 Response: Above case history numbers have been added. SITE PLAN Sheet 1 — Cover Sheet: 11. In the legal description, please modify the subdivision name to read, "...Lot 1 of Town Center North Subdivision, Filing No. 2." Response: We have modified the Legal Description as requested. 12. If URA will be owner of Tract A, they will also need to sign the site plan. Please add a signature line and notary block under the Owners Certificate. Response: We have included a certification for the URA addressing tract A as requested. 13. While Tract A is part of the overall development it is a separate parcel, under separate ownership and needs to be accounted for separately in the Site Data Table. Please make the following modifications to site data table (changes are shown in bold). Site Data Table Zoning Mixed Use — Commercial MU -C Address 7340 W. 44` Avenue SF (AC) Tract A 400 0.009 Lot 1 60,415 1.387 2 Total Area of Property 60,815 1.396 Open Space Provided Req uired (SF (%) ((SF) (% Lot 1– Usable 9,576 -Usable 6,797 75% Lot 1– Landscaped 3,172 35% Lot 1 – Hardsca ed _ - Lot 1 – Total Open S acc 22% 9,062 15% Tract A –Total O en S ace 400 100% Response: We have updated the site data table and calculations for open space areas as requested. Sheet 2 – Site Plan: 14. Please show the location of the bike parking spaces—they have been added to sheet 5, but not sheet 2. In addition, the cover page indicates that 5 spaces are required/provided. Is the rack 3 inverted U shaped racks? If so, they count and can be labeled as 6 spaces; if not, then at least 5 spaces need to be provided. Response: we have identified the bike parking location as requested. We are proposing the inverted U shaped rack to account for six spaces provided. Sheet 4 – Landscape Plan: 15. Please modify the usable open space calculation to include only the areas shown in the attached redline. In addition, please remove the open space exhibit from the plan set. Response: The Open Space Calculation only includes the areas shown on the redline plan and the Open Space Exhibit has been removed. Sheet 5 – Landscape Notes: 16. Please move Planting Note #25 to be Landscape Note #5. Response: Planting Note #25 has been moved to Landscape #5. Sheet 7 – Elevations: 17. The material variation on the north elevation is acceptable. Response: Comment Acknowledged. The second submittal was also provided to the Public Works Department for review. Attached are the comments that were received from Dave Brossman. This concludes the summary of comments. For the next review, please provide a response to this letter and resubmit plans in the following formats: • Adobe pdf files of all documents • AutoCAD dwg file of all documents If you have any questions or need further clarification, please feel free to contact me directly at 303-235-2845. 3 Sincerely, fow� Lauren E. Mikulak, AICP Senior Planner cc: Case files (WSP-14-03, WCP-14-02, and MS -14-05) Enclosures City Of W heat dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 September 15, 2014 Fred Tafoya Redland Engineering 8000 South Lincoln Street, Suite 206 Littleton, CO 80122 Re: Town Center North — Plat, Concept Plan, Site Plan / 2nd Review Dear Mr. Tafoya: This letter is regarding your application for approval of a plat, concent plan, and site plan for the Wheat Ridge Town Center North Apartments located at 7340 W. 44` Avenue. I have reviewed the second submittal and have the following comments. PLAT Sheet I 1. Despite being a replat, the lot should be called Lot 1 not Lot 1 R. Please modify all references on this sheet. 2. In the note regarding the storm water detention easement, it appears that Lots 2 and 3 were removed from maintenance responsibilities. If all three lots are still responsible for maintenance, please modify the text so it reads: "...of Lot 1 of Town Center North Subdivision Filing No. 2 and Lots 2 and 3 of Town Center North Subdivision, and their..." 3. Please add a Note #6 to describe the purpose and limitations of Tract A. 4. In the City Certification, please modify the text to read "...by the City of Wheat Ridge City GeNnei`l." Sheet 2: 5. On Vance Street in the replatted graphic, please remove the text "hereby dedicated by this plat," as previously requested. 6. Please remove the R so the lot label reads "Lot L" 7. Please show an easement on Tract A that accommodates the proposed wall. Without an easement, the wall cannot cross the lot boundary. 8. Is there any desire to create a sign easement on the northeast corner of the site in case a Master Sign Plan is completed in the future? CONCEPT PLAN Sheet 1: 9. In addition to the URA, Wazee will also need to sign as owners of Lot 2. Please add a signature line and notary block under the Owners Certificate. www.ci.wheatridge.co.us 10. In the Case History box, please add the following case numbers, as previously requested: W SP -14-03 W CP -14-02 MS -14-05 SITE PLAN Sheet I – Cover Sheet: 11. In the legal description, please modify the subdivision name to read, "...Lot I of Town Center North Subdivision, Filing No. 2." 12. If URA will be owner of Tract A, they will also need to sign the site plan. Please add a signature line and notary block under the Owners Certificate. 13. While Tract A is part of the overall development it is a separate parcel, under separate ownership and needs to be accounted for separately in the Site Data Table. Please make the following modifications to site data table (changes are shown in bold). Site Data Table Zoning Mixed Use – Commercial (MU -C) Address 7340 W. 44` Avenue (SF) (AC) Tract A 400 0.009 Lot 1 60,415 1.387 Total Area of Property 60,815 1.396 Open Space Provided Reqwired (SF) (% (SF) %) Lot 1– Usable Lot 1 – Landscaped Lot 1 – Hardsca ed See comment #15 and provide updated calcs 6,797 75% 3,172 35% - - Lot 1 – Total Open Space 22% 9,062 15% Tract A – Total Open Space 400 l00°/) Sheet 2 – Site Plan: 14. Please show the location of the bike parking spaces—they have been added to sheet 5, but not sheet 2. In addition, the cover page indicates that 5 spaces are required/provided. Is the rack 3 inverted U shaped racks? If so, they count and can be labeled as 6 spaces; if not, then at least 5 spaces need to be provided. Sheet 4 – Landscape Plan: 15. Please modify the usable open space calculation to include only the areas shown in the attached redline. In addition, please remove the open space exhibit from the plan set. 2 Sheet 5 — Landscat)e Notes: 16. Please move Planting Note #25 to be Landscape Note #5, Sheet 7 — Elevations: 17. The material variation on the north elevation is acceptable. The second submittal was also provided to the Public Works Department for review. Attached are the comments that were received from Dave Brossman, This concludes the summary of comments. For the next review, please provide a response to this letter and resubmit plans in the following formats: • Adobe pdf files of all documents •AutoCAD dwg file of all documents If you have any questions or need further clarification, please feel free to contact me directly at 303-235-2845. Sincerely, fom� Lauren E. Mikulak, AIC P Senior Planner cc., Give files (IESM-14-03, fJ,'*CI'-J4-02, widM-14-0�) Enclosures 3 LE GEND —E OGRNAMENIA. 1-1 EVERGREEN I -E S/EClS a ORNAA AL GRASSES 0s�0 PERENMIA. INf L� TURF OCMI3NER FlNEs O.ENDI, DtfEEE EDC✓NG OVEN SPACE NEY U&A EdsR SIwCE_ _.-- OPEN SPACE t / L I I SPACE EXHIBIT WHEAT RIDGE TOWN CENTER NORTH APARTMENTS SM PLAN LOT i OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINC/PAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO VlO/MLI/t s vA Ms2t 1 2Iw RD •U10 5G9 ARCO , ®LANDSCAPE PLAN C g z w -ypq \�tt pA �lPLAS �A_J _ - MSE REEECW { TRwwxE - Wul. SEE CMI [[ � AJS �]sD .so vNGs 'I� 4 �li f e cs z ao zPv zPD -zcc META. EDGNG fryPi -CJS RI P soLLMm TURF (TM - e u ColoRmco"cim s a vc EGO ]Po AENNLLL ('HL M,x A.l11sIRM RAI SX NCF ,mm 81111 WITH 1 SJ ERE MCR ASTROTURF SUfA NIK ps►) -DGt1slEGATE e ' s REs bars Aa Hmnwvem I Ql1o0o11f/LLL PLAN"" 20C: _, GT ttfAIME pl sENw.T1'P. 10takx IN 117 Gi ARCHITECT ENGINEER LANDSCAPE ARCHITECT e»wtirD.ou„1 -EN— eArw.oee,w. aNeeA co m Fm- ; m urneroN. oo c,nsnen.s,xrE >n R a o cwr+cr r vwovRluwwse E P H A R R a W a Q L) cn O Z J LuP9EAAAL AeI- -�a (1mM6E PLANTERS � a CRUS ER EMES(TYP) _ �o Z Lu O orb -/— .. ul —� U i nrA v.v.+ ARCHITECT ENGINEER LANDSCAPE ARCHITECT e»wtirD.ou„1 -EN— eArw.oee,w. aNeeA co m Fm- ; m urneroN. oo c,nsnen.s,xrE >n R a o cwr+cr r vwovRluwwse E P H A R R a W a Q L) cn O Z J City of � Wheat -Midge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 September 16, 2014 Mr. Rick Rome, P.E. Redland 8000 S. Lincoln Street, #206 Littleton, CO 80122 720.283.6783 Re: Second Review Comments of the Drainage Conformance Letter, Final Plat, Concept Plan, and Site Plan for the proposed development of Lot 1, Town Center North Subdivision, Case# WCP- 14-02/ WSP-14-03/MS-14-05. Dear Mr. Rome, I have completed the second review of the above referenced letter, plat, and Plans received on Sept 11, 2014, for the proposed apartments at the property located at 7340 W. 44th Avenue, and I have the following comments: CIVIL ENGINEERING: Drainage Letter: On the I" page of the Letter it is stated that the proposed project will have an impervious percentage of 74.6%, which is less than the 83% value from the original report. We are concerned with whether or not the current proposal will function properly considering the original EDB area is now going to be comprised of buildings, garages, or a paved parking lot, and irrespective of the 83% value of the previous report. For example, on the first sheet of the Site Plan it states that the Open Space provided is only 22%, so we're not convinced that the stated 74.6% impervious value is entirely accurate. In addition, there are some areas where it AstroTurf is proposed — what is the material underneath this artificial turf, is it asphalt? If so this may also affect the total imperviousness of the site even though it may be included in the Open Space calculation. Please verify the 74.6% impervious value, and adjust the detention calculations as necessary so the drainage corresponds to the proposed site design. Developed Drainage Plan: 1. All previous comments have been addressed; the Drainage Plan (AKA Drainage Exhibit) is approvable. PLANNING & ZONING: Concept Plan: 1. All previous comments have been addressed; the Concept Plan is approvable fi-om a Public Works standpoint. ww w. c i. w h ea t ri d g e. co. u s Public Works Engineering September 16, 2014 Page 2 Site Plan: Sheet 2 (Site Plan): 1. Please darken the property boundary line for clarity as previously requested. 2. The Stormwater Detention Easement boundary for the underground system must be clearly identified on the Site Plan. 3. Since the drawing is getting "busy", Public Works highly suggests that the proposed easements linetype be darkened for better clarity. Final Plat: Sheet l: 1. All previous comments have been addressed on Sheet 1. Sheet 2: 1. The Detention Easement for the underground system shall be shown on the graphical portion with text stating, "STORMWATER DETENTION EASEMENT HEREBY CREATED BY THIS PLAT". 2. The Drainage Easements for the storm pipe system shall be shown on the graphical portion with text stating, "DRAINAGE EASEMENT HEREBY CREATED BY THIS PLAT". (These easements do appear on the Site Plan, but not on the plat). ITEMS OF NOTE: 1. Construction Plans: Construction Plans signed and sealed by a Professional Engineer licensed in the State of Colorado, shall be required for all public improvements including but not limited to, drainage -related items such as detention facilities, stormwater pipe, inlets, drainageways or pans, and curb & gutter. Include plan and profiles for any proposed stormwater systems or street curb & gutter. Provide sufficient information to properly construct roadway improvements along property frontages, and include construction drawings for all public improvements to be constructed. Include all City standard details for all proposed constructed items. These plans may be submitted prior to or concurrent with the Building Permit Application plan set. Please be sure to provide an electronic file in PDF format for review by Public Works. NOTE: All PW reviews are performed electronically, so the PDF must be included to be reviewed. 2. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health www.d.whentridge.co.us Town Center North Lot 1 Resub -Review-2.hr.docx Public Works Engineering September 16. 2014 Page 3 and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. If this project is to be part of a larger "phased" development (i.e., subdivision), a portion of the State Permit may be transferred from the larger development to this project (please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information) 3. Stormwater Maintenance Agreement and O & M Plan: All post -construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For stormwater quality facilities including, but not limited to, above -ground or underground detention facilities, porous landscape detention areas, porous pavement, centrifuge type devices such as a Rinker Stormceptero or Contech CDS®, hydrodynamic separation systems such as a Contech Vortechso, or for any other approved post -construction BMP, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Schedule/Log shall be required prior to issuance of the Certificate of Occupancy. The O & M Schedule/Log must be kept current and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. 4. Drainage Certification w/As-Built Plans required prior to C.O. Upon completion of the drainage improvements, the Engineer -of -Record Mr. Rick Rome, P.E., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. Three (3) copies of the "As -Built" Plans are to be submitted as follows: a. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and b. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: One (1) file in AutoCAD 2010 DWG or older format, and one (1) file in PDF format. The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. City Surveyor/Development Review Engineer CC: Steve Nguyen, Engineering Manager Lauren Mikulak, Planner 11 File www.ci.wheatridge.co.us Town Center North—Lot I Resub - Re%ie­2 fir docs City of �Wheat 1 ,ge cnMUNITY DEVELOPMENT Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Ph: 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date Mailed: July 28, 2014 Response Due: August 12, 2014 The Wheat Ridge Community Development Department has received a request for approval of three related land use applications for development of property at 7340 W. 44`h Avenue. These submittals include an amended concept plan, a subdivision plat, and a site plan. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: WCP-14-02, MS -14-05, and WSP-14-03 / Town Center North Phase II Request: The subject property is located at 7340 W. 44`h Avenue which is on the south side of W. 44`h Avenue between Upham and Vance Streets. The site is about 1.4 acres in size and is currently vacant. The applicant is proposing to develop a four-story, 50 -unit senior apartment building. This project represents the second phase of a similar project constructed immediately to the south. The building will be located on the northwest corner of the lot with parking to the south and covered parking along the east and west property lines. The existing detention pond will be redesigned to provide an underground drainage facility. Access to the site will be from Vance Street and will utilize an existing cross access easement shared with the apartments to the south. The site is zoned Mixed Use -Commercial (MU -C), and age -restricted apartments for independent living is a permitted use in this zone district. The property is subject to an existing concept plan, and that document is proposed to be updated as part of this application in order to reflect the new development. The purpose of the proposed plat is to remove the existing drainage easement which encumbers the eastern third of the site; the plat also establishes a tract in the northeast corner of the site for the purpose of protecting monitoring wells associated with a former fueling station. The site plan includes details related specifically to the development of the proposed apartments. Please respond to this request in writing regarding your ability to serve the property. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to serve the property as a result of this development. Please detail the requirements for development in respect to your rules and regulations. If you need further clarification, contact the case manager: Case Manager: Lauren Mikulak Phone: 303.235.2845 Email:Imikulak@ci.wheatridge.co.us Fax: 303.235.2845 DISTRIBUTION: Wheat Ridge Water District Wheat Ridge Sanitation District Wheat Ridge Fire District Xcel Energy Century Link Comcast Cable Wheat Ridge Police Department Wheat Ridge Public Works Wheat Ridge Parks & Recreation Department Wheat Ridge Forestry Division Wheat Ridge Building Division Wheat Ridge Economic Development / URA Vicinity Map PIEDLANI) 8000 South Lincoln Street, #206 Littleton, CO 80122 Office (720) 283-6783I www.rediand.com Where Great Places Begin August 28, 2014 Lauren Mikulak, AICP Senior Planner City of Wheat Ridge 7500 W. 2911 Ave Wheat Ridge, CO 80033 Re: Lot 1 Wheat Ridge Town Center North — Plat, Concept Plan, Site Plan review Dear Ms. Mikulak: We have received City referral comments dated August 14, 2014 and are providing this letter documenting responses to itemized comments. Included with this resubmittal package are 1 full size copy of the Plan, Associated PDF and CADD files for your use. GENERAL COMMENTS 1. It was my understanding that Tract A was being created so that the Urban Renewal Authority could retain ownership of the monitoring wells that may otherwise jeopardize the financing of the apartments. Steve Art recently mentioned that this may no longer be the case. If Tract A is no longer necessary, please consider abandoning the tract and leaving this area as part of Lot 1. If Tract A is still necessary there are several items that will need to be addressed: the purpose and limitations of Tract A will need to be identified, the area and landscaping of Tract A is being included in the calculations for Lot 1, and the retaining wall is traversing the boundary between Tract A and Lot 1. Weston: Tract A is still required at this time but will be developed as part of the rest of the lot. 2. Regarding signage, it is my understanding that the easement at the southeast corner of W. 44th Avenue and Vance was originally created to provide visibility for the land uses or businesses that may not have had adjacency to W. 44th Avenue. In the 2011 pre -app minutes and the previously approved concept plan, it was noted that any signage within the easement was to be approved through a Master Sign Plan. Given that the commercial land uses on the site will be less than originally envisioned, there may not be a need for a master sign plan. That said you have two options: a. Based on the fact that the proposed land uses are increasingly residential and less commercial than originally envisioned, it may not be necessary to complete a Master Sign Plan. If this is the case, all signage on the property would need to follow the regulations of the zoning code, including Article VII and Section 26- 1113. The proposed monument signs in the site plan do not currently comply with these code sections. Only two freestanding signs are permitted per lot (three are proposed) and the signs do not meet minimum jZE D LAN n setbacks. This option does not preclude a Master Sign Plan from being completed in the future as additional development occurs. Kephart: Signage will follow the regulation of the zoning code. The Northeast sign will be removed and the Northwest sign will be confirmed to meet minimum setbacks. b. Create a Master Sign Plan now to propose some flexibility from the regulations in the zoning code. You may be able to propose additional signs, off-site signs, and reduced setbacks all of which would need to be approved by Planning Commission. Kephart: Signage will follow the regulation of the zoning code PLAT Sheet 1: 3. The note regarding the storm water detention easement references Lots 2 and 3 which are not included in this plat. Please add the subdivision name. Weston: The subdivision name has been added. 4. Please add a note describing the purpose of the sign easement. Weston: The sign easement was a part of the original concept plan for the subdivision to provide signage for the commercial uses within the subdivision. S. If Tract A is retained (see comment #1), please add a note that describes the purpose and limitations of the tract. Weston: Tract A will be retained. Language will be added. 6. Please remove the park land dedication note this information belongs (and is provided) on the Concept Plan. Weston: This note has been removed. 7. In the City Certification, please modify the text to read "...by the City of Wheat Ridge City Council." Weston: The text has been modified. 8. In the Case History box, please add the following case numbers: WSP-14-03 WCP-13-01 WCP-14-02 WSP-13-01 MS -14-05 WSP-11-01 PEDLLA N j) Weston: Case numbers have been added. Sheet 2: 9. On Vance Street in the replatted graphic, please remove the text "hereby dedicated by this plat." Weston: Text has been added. CONCEPT PLAN Sheet 1: 10. Please add an "Explanation of Amendment" note. Weston: This note has been added identifying the additional detail added to Lot 1 as part of this concept plan. 11. In the Case History box, please add the following case numbers: Weston: Case numbers have been added. WSP-14-03 WCP-14-02 MS -14-05 Sheet 2: 12. Please provide a legend. Weston: A legend has been added. 13. The boundary of the concept plan is unclear. Please fade out the line weight of the Panda King building and use a more prominent line weight to show the limits of the concept plan. Weston: Line weights have been amended. 14. Please make the lot lines more prominent for Lots 1, 2, and 3. Weston: Line weights have been amended. 15. Please remove the shading from the previous right-of-way dedication. Weston: Shading has been removed. 16. Please remove all line work associated with utilities and utility easements. The only easements that should be shown on the concept plan are the existing and new drainage easements. ZED LA N j) Weston: Line work for utilities and utility easements have been removed. 17. Please use consistent lines, shading, and level of detail for all three lots. For example, the primary building on Lots 2 and 3 are faded and dashed but on Lot 1 the building is outlined with a black and solid line. The garages are shown in full detail on Lot 1 but less so on the other lots. Weston: This was presented this way to be consistent with prior concept plan amendments. The change has been made for this iteration. 18. Please modify the traffic signal label at 44th and Vance to say "Future Traffic Signal." Weston: Label has been modified. 19. In addition to showing the updates on Lot 1, the concept plan should be updated to reflect what has been completed. Please remove the word "proposed" from the left turn, deceleration lane, and lot line labels. See redline. Weston: Revisions have been made for the completed work. 20. Please explain, label or remove the brick pattern at the south corners of Vance and 44th Avenue. Weston: The pattern has been removed. 21. Please remove the proposed fence, dog run, and sign labels/symbols from Lot 1—this level of detail that is not necessary on the concept plan. Weston: Details have been removed. 22. At the northwest corner of Lot 1, regarding the proposed project sign, please use the language and symbol from the previously approved concept plan: "Approximate location of proposed project sign (to be finalized via master sign plan)" Weston: This language has been added. SITE PLAN Sheet 1: 23. In the Statement of Proposed Use please remove the text "...with attached retail space" from the second line. Redland: The statement of proposed use has been revised as requested. 24. In the legal description, please update to refer to the new plat that is being processed. Leave a blank for the recordation number which will be filled in by hand once the plat is recorded (as is shown for the concept plan). Redland: The statement of proposed use has been revised as requested. (ZE LA N r) 25. In the Concept Plan Compliance please modify the text to read "...amendment one two." Redland: The statement of concept plan compliance has been revised as requested. 26. Please remove the note regarding exterior lighting since a photometric was included. Redland: The reference to a future photometric plan has been removed as requested. 27. The note regarding signage requires compliance with the sign code standards, but the proposed signs do not comply. See note #2 and #43. Redland: The statement of proposed use has been revised as requested. 28. In the Site Data Table, please make the following modifications: a. Add a hyphen so the zoning reads "Mixed Use –Commercial" Redland: The site zoning label has been updated as requested. b. Add the address under the zoning: 7340 W. 44th Avenue. Redland: The address has been included as requested. c. If Tract A is retained, it needs to be removed from the total area of the property—Lot 1 is 60,415 square feet. Please update any percentage calculations accordingly. Redland: The area and percentage calculations have been updated as requested. d. The open space requirement for a single use development is 15% of the site area, per section 26- 1110. Please modify the calculations accordingly. Redland: The open space area percentage and calculations have been updated as requested. 29. In the Case History box, please add the following case numbers: WSP-14-03 WCP-14-02 MS -14-05 Redland: The case history has been updated as requested. Sheet 2: 30. Please remove the dashed line that indicates the previous drainage easement. See redline. Redland: The vacated Drainage Easement has been removed as requested. QE LA N r) 31. Please identify the material and height of the two walls that are shown on the plat. This may be provided as a note and/or detail on this sheet or sheet 9. Redland/Britina: The walls are made of brown MSE blocks. The wall information has been included as requested. 32. Please identify the material and height of the fence at the dog run. This may be provided as a note and/or detail on this sheet or sheet 9. Redland/Britina: The dog run is enclosed by a 5' height aluminum rail fence. The fence information has been included as requested. 33. Please identify or remove the box shown north of the loading door. See redline. Redland: The line work is a demolished pond structure. It has been removed as requested. 34. The surface material by the main entrance is shown as concrete on this sheet and as pavers on sheet 4 (landscape plan). Please reconcile. Redland: We have coordinated the material at the entrance as requested. 35. There are two labels for the access and drainage easement along the southern property line. Please remove the label that says 27.5'. See redline. Redland: The second label has been removed as requested. 36. Please remove the "mill and overlay area" from the site plan. Redland: The mill and overlay area has been removed from the site plan as requested. 37. Please add crosswalk striping from the main entrance through the parking area. It appears this will be a frequently used crossing that will need a more prominent crosswalk to minimize potential conflicts with vehicular circulation. See redline. Redland: Cross Walk Striping has been included as requested. 38. Please clarify how the trash enclosure and dog run entrance are related. The detail on sheet 9 shows a trash enclosure that is 10'-8" x 12'-8" with a double swing gate and three solid walls. The site plan shows two single swing doors that appear to be perpendicular to each other. See redline. Redland/Kephart: The configuration of the Trash Enclosure has been coordinated and consistently reflected as requested. 39. The point symbols shown for structure mounted lights do not appear to be attached to structures; please either modify or remove (they are shown in the photometric). Redland/Kephart: The lighting for the structure mounted light have been coordinated and shown graphically connected to the Buildings as requested. PE LAN[ J 40. Please clarify the occupancy and intent of the "office" that is attached to the garages. Please note that from a zoning standpoint this use is permitted, but there may be building code implications given the change in occupancy. Contact the Building Division to confirm. Kephart: The "office" is a maintenance office. The use will be confirmed with the Building Division. 41. Please label the two easements shown along the east property line. See redline. Redland: The easements have been identified as requested. 42. Please show the location of the 5 bike parking spaces. They are included in the site data table on sheet 1, but I do not see them on the site plan. Redland/Britina: A 3 -space bike rack has been place on the S.E. corner of the building. 43. The proposed signs do not meet minimum setbacks, and only two freestanding signs are permitted on the property. See comment #2. If a Master Sign Plan is completed, please remove the signs from the site plan. If no Master Sign Plan is proposed at this time, please modify to comply with the zoning code. Redland/Kephart: Signage will follow the regulation of the zoning code. The Northeast sign will be removed and the Northwest sign will be confirmed to meet minimum setbacks. Sheet 3: 44. Please add a note indicating that all utilities will be undergrounded. Redland: The note has been added as requested. Sheet 4: 45. Please provide an exhibit that demonstrates which areas are being counted as open space and useable open space. Please include the garden areas as usable open space. Britina/Redland: An exhibit has been added which demonstrates usable open space. 46. There is a label for "1 QR" near the front door, but there is no tree symbol and it is not accounted for the in the quantities on sheet 5. Please remove or show/count this tree. Britina: The QR tree has been removed. 47. Please add the bench and crusher fines symbols to the legend. Britina: A bench and crusher fines symbol has been added to the legend. 48. The location of the bench at the north east corner of the building appears to conflict with the proposed transformer that is shown on sheet 3. Please show the transformer and move the bench if there is a conflict. PE ILA N () Britina/Redland: The Transformer has been relocated to the median island south of the building. 49. Please modify the leader line for the turf label on the east side of the building. It is pointing at the concrete driveway for the overhead door. Britina: The leader line has been adjusted. S0. Please identify the surface material that is being proposed for the dog run. Britina: The surface material for the dog run area is Astroturf. Sheet 5: 51. Please add a note indicating that the required streetscape adjacent to Lot 1 has already been approved and completed in association with Case No. MS -11-02. Britina: The note has been added. Sheet 6: No comments Sheet 7: 52. On the north elevation please identify the smaller shaded areas on the east and west ends of the building—are these windows or vents? Kephart: The smaller shaded areas on the East and West ends of the building are high 3'-0 x 2'-0 windows. 53. It does not appear that east and west ends of north elevation comply with material variation requirement to provide a 12 inch tall change in material for every 10 feet of wall height. Please modify to meet this requirement. See redline. Kephart: The elevations provide a 12" Header above each window that changes color to comply with the material variation requirement. 54. If a Master Sign Plan is completed, please remove the wall sign from this elevation. See comment #2. Kephart/Redland: Signage will follow the regulation of the zoning code. No change to the wall sign on the elevation. Sheet 8: 55. If the south fagade of the southeast garage looks substantially different (with pedestrian doors and/or windows associated with the shed and office), please show that elevation on this page as well. Kephart: Plans have been updated accordingly. PEF 9LLA N O Sheet 9: 56. If a Master Sign Plan is completed, please remove the sign elevations. If they are retained please modify the count such that there are only two freestanding signs on the property. Kephart/Redland: Signage will follow the regulation of the zoning code. The Northeast sign will be removed and the Northwest sign will be confirmed to meet minimum setbacks. 57. The scale for details 6 and 7 is listed as 1" = 40' which appears to be incorrect—please modify. Kephart: Plans have been updated accordingly. 58. See comment #38 and modify the trash enclosure elevations or dimensions if needed. Kephart/Redland: Plans have been updated accordingly. Sheet 10: No comments Sheet 11: No comments The application was also sent on referral to other city departments and outside agencies. Attached are the comments that were received. Wheat Ridge Public Works: See attached comments and redlines from Dave Brossman dated August 13, 2014. Addressed under Separate Cover: Wheat Ridge Fire District: See attached comments and site planning guide from Kelly Brooks dated August 12, 2014. Acknowledged: Xcel Energy: See attached comments from Donna George dated August 12, 2014. Please note that these comments identify infrastructure and request easements that were not included in comments associated with the original plat. The City is seeking to minimize unnecessary easements, and I have responded to Xcel to ask specifically why they need additional easements. The requested easement conflicts with the garages on the east side. We may also need to confirm the location of a gas line that is mentioned in this comment letter but not shown on the utility plan. Addressing these comments will require additional outreach with Xcel. Redland Comment Acknowledged. PE D LA N () Wheat Ridge Sanitation District: See attached comments from Bill Willis dated July 29, 2014. Redland: We have included the requested manhole at the junction of the service lateral to the main line. District Standard details for this connection are included in the construction set which shall be presented independently from the Site Plan package. Wheat Urban Renewal Authority / Economic Development: No concerns, proposed development complies with urban renewal plan. Acknowledged: Wheat Ridge Parks and Recreation Department: No concerns; parkland dedication was previously resolved and will be provided on Lot 3. Acknowledged: Wheat Ridge Police Department: No concerns. Acknowledged: Wheat Ridge Forestry Division: No comments received. Acknowledged: Wheat Ridge Building Division: No comments received. Acknowledged: Wheat Ridge Water District: No comments received. Acknowledged: Century Link: No comments received. Acknowledged: Comcast Cable: No comments received. Acknowledged: Please feel free to contact us if you have any further questions or comments. Kind Regards Rick Rome, P.E. ,A4 J9W City of h-6at'R,jge C0rMJ1AM0LJNtTY DEVELOPMENT Gtr of'Wheal Ridge Municipal Building 7500 W. 29'h Ave, Wheat Ridge. CO 11: 303235,2846 F: 3012352857 August 14, 2014 Fred Tafoya Redland Engineering 8000 South Lincoln Street, Suite 206 Littleton, CO 80122 Re: Town Center North — Plat, Concept Plan, Site Plan / I" Review Dear Mr. Tafoya: This letter is regarding your application for approval of a plat, conce ft plan., and site, plan for the Wheat Ridge Town Center North Apartments located at 7340 W. 44`1 Avenue. I have reviewed the first submittal and have the following comments. Please also refer to the enclosed redlined copy of the submittal sheets. GENERAL COMMENTS I . It was my understanding that Tract A was being created so that the Urban Renewal Authority could retain ownership of the monitoring wells that may otherwise jeopardize the financing of the apartments. Steve Art recently mentioned that this may no longer be the case. If Tract A is no longer necessary, please consider abandoning the tract and leaving this area as part of Lot 1. If Tract A is still necessary there are several items that will need to be addressed: the purpose and limitations of Tract A will need to be identified, the area and landscaping of Tract A is being included in the calculations for Lot 1, and the retaining wall is traversing the boundary between Tract A and Lot 1. 2. Re Prding signage, it is my understanding that the easement at the southeast comer of W. 44' Avenue and Vance was originally created to provide visibility for the land uses or businesses that may not have had adjacency to W. 44"' Avenue. In the 2011 pre -app minutes and the previously approved concept plan, it was noted that any signage within the easement was to be approved through a Master Sign Plan. CJiven that the commercial land uses on the site will be less than originally envisioned, there may not be a need for a master sign plan. That said you have two options: a. Based on the fact that the proposed land uses are increasingly residential and less commercial than originally envisioned, it may not be necessary to complete a Master Sign Plan. If this is the case, all signage on the property would need to follow the regulations of the zoning code, including Article V11 and Section 26- 1113. The proposed monument signs in the site plan do not Currently comply with these code sections. Only two freestanding signs are permitted per lot (three are proposed) and the signs do not meet minimum setbacks. This option does not preclude a Master Sign Plan from being completed in the future as additional development occurs. w-wiv,xi.wheatridge.coms b. Create a Master Sign Plan now to propose sonic flexibility from the regulations in the zoning code. You may be able to propose additional signs. off-site signs, and reduced setbacks all of which would need to be approved by Planning Commission, PLAT Sheet 1: 1 'rhe note regarding the storrn water detention easement references Lots 2 and 3 which are not included in this plat. Please add the subdivision name. 4. Please add a note describing the purpose of the sign easement. 5. If Tract A is retained (see comment #I ). please add a note that describes the purpose and limitations of the tract. 6Please remove the park land dedication note this inforination belongs (and is provided) on the Concept Plan. 7. In the City Certification, please modify the text to read ". -by tile City of Wheat Ridge 8. In the Case History box, please add the following case numbers: WSP- 14-03 WCP-13-01 WCP-14-02 WSP- 13-0 1 MS -14-05 WSP-1 1 -0 1 Sheet 2: 9. On Vance Street in the replatted graphic. please remove the text "hereby dedicated by this Plat. - CONCEPT PIAN Sheet 1: 10. Please add an "Explanation of Amendment" note. 11. In the Case History box, please add the following case numbers: WSP-14-03 WCP-14-02 MS -14-05 Sheet 2 : 12. Please provide a legend. 13, The boundary of the concept plan is unclear. Please fade out tile line weight of tile Panda King building and use a more prominent title weight to show the limits of the concept plan. 14. Please make the lot lines more prominent for Lots 1.2. and 3. 15. Please remove the shading from the previous right-of-way dedication. 16. Please remove all line work associated with utilities and utility easements. The only easements that should be shown on the concept plan are the existing and new drainage easements. 17. Please use consistent lines, shading, and level of detail for all three lots. For example. the primary building on Lots 2 and 3 are faded and dashed but on Lot I the building is outlined with a black and solid line. Tile garages are shown in full detail oil Lot I but less so on the other lots. 18. Please modify the traffic signal label at 44`h and Vance to say "FutureTraffic Signal." 19. In addition to showing the updates on Lot 1. the concept plan should be updated to reflect I what has been completed. Please remove the word "proposed" from the, left turn, deceleration lane, and lot line labels. See redline. 20. Please explain, label or remove the brick pattern at the south corners of Vance and 44"' Avenue. 21. Please remove the proposed fience, dog run, and sign labels/symbols from Lot I —this level of detail that is not necessary on the concept plan. 22. At the northwest comer of Lot 1, regarding the proposed project sign, please use the language and symbol from the previously approved concept plan: -Approximate location of proposed project sign (to be finalized via master sign plan) - SITE PLAN Sheet 1: 23. In the Statement of Proposed Use please remove the text "...with attached retail space" from the second line. 24. In the legal description, please update to refer to the new plat that is being processed. Leave a blank for the recordation number which will be filled in by hand once the plat is recorded (as is shown for the concept plan). 25. In the Concept Plan Compliance please modify the text to read "...amendment Oft two." 26. Please remove the note regarding exterior lighting since a photometric was included. 27. The note regarding signage requires compliance with the sign code standards, but the proposed signs do not comply. See note #2 and #43. 28. In the Site Data Table, please make the following modifications: a. Add a hyphen so the zoning reads "Mixed Use - Commercial" b. Add the address under the zoning: 7340 W.44'x` Avenue. c. If Tract A is retained, it needs to be removed from the total area of the property— Lot I is 60,415 square feet. Please update any percentage calculations accordingly, d. The open space requirement for a single use development is 15% of the site area, per section 26-1110. Please modify the calculations accordingly. 29. In the Case History box, please add the following case numbers: WSP-14-03 WCP-14-02 MS -14-0 Sheet 2: 30. Please remove the dashed line that indicates the previous drainage easement. See redline. 31. Please identifv the material and height of the two walls that are shown on the plat. This may be provided as a note and/or detail on this sheet or sheet 9. 32. Please identify the material and height of the fence at the dog run. This may be provided as a note and/or detail on this sheet or sheet 9. 33. Please identify or remove the box shown north of the loading door, See redline. 34. The surface material by the main entrance is shown as concrete on this sheet and as pavers on sheet 4 (landscape plan). Please reconcile. 35. There are two labels for the access and drainage easement along the southern property line. Please remove the label that says 27.5'. See redline. 36. Please remove the "mill and overlay area- from the site plan. 37, Please add crosswalk striping from the main entrance through the parking area. It appears this will be a frequently used crossing that will need a more prominent crosswalk to minimize potential conflicts with vehicular circulation. See redline. 38. Please clarify how the trash enclosure and dog run entrance are related. 'The detail on sheet 9 shows a trash enclosure that is 10* -8" x 12'-8*' with a double swing gate and three solid walls. 'The site plan shows two single swing doors that appear to be perpendicular to each other. See redline. 39. The point symbols shown for structure mounted lights do not appear to be attached to structures-, please either modify or remove (they are shown in the photometric). 40. Please clarify the occupancy and intent of the "office- that is attached to the garages. Please note that from a zoning standpoint this use is permitted. but there may be building code implications given the change in occupancy. Contact the Building Division to confirm. 41. Please label the two easements shown along the east property line. See redline. 42. Please show the location of the 5 bike parking spaces. 'They are included in the site data table on sheet 1, but I do not see them on the site plan. 43. 'The proposed signs do not meet minimum setbacks. and only two freestanding signs are permitted on the property. See comment #2. If a Master Sign Plan is completed, please remove the signs frorn the site plan. If no Master Sign Plan is proposed at this time. please modify to comply with the zoning code. Sheet 3: 44. Please add a note indicating that all utilities will be undergrounded. Sheet 4: 45. Please provide an exhibit that demonstrates which areas are being counted as open space and useable open space. Please include the garden areas as usable open space. 46. 'There is a label for "I QR'* near the front door. but there is no tree symbol and it is not accounted for the in the quantities on sheet 5. Please remove or show/count this tree. 47. Please add the bench and crusher fines symbols to the legend. 48. 'The location of the bench at tile north cast corner of the building appears to conflict with the proposed transformer that is shown on sheet 3. Please show the transformer and move the bench if there is a conflict, 49. Please modify the leader line for the turf label on the east side of the building. It is pointing at the concrete driveway for the overhead door. 50. Please identify the surface material that is being proposed for the dog run. Sheet 5: 1. Please add a note indicating that the required streetscape acl`paccnt to Lot I has already been approved and completed in association with Case No. MS -I 1-02. Sheet 6: No comments Sheet 7: 52. On the north elevation please identify the smaller shaded areas on the east, and west ends of the building—are these windows or vents? 51 It does not appear that cast and west ends of north elevation comply with material variation requirement to provide a 12 inch tall change in material for every 10 feet of wall height. Please modify to meet this requirement. See redline. 4 54. If a Master Sign Plan is completed, please remove the wall sign from this elevation. See comment ##2. Sheet 8: 55. If the south faqade of the southeast garage looks substantially different (with pedestrian doors and/or windows associated with the shed and office), please show that elevation on this page as well. Sheet 9: 56. If a Master Sign Plan is completed. please remove the sign elevations. If they are retained please modify the count such that there are only two freestanding signs on the property. 57. The scale for details 6 and 7 is listed as 1 40' which appears to be incorrect—please modify. 58. See comment #38 and modify the trash enclosure elevations or dimensions if needed. Sheet 10: No comments Sheet 11: No comments The application was also sent on referral to other city departments and outside agencies. Attached are the comments that were received. Wheat Ridge Public Works: See attached comments and redlines from Dave Brossman dated August 13, 2014. Wheat Ridge Fire Divtrict: See attached comments and site, planning guide from Kelly Brooks dated August 12, 2014. Xcel Energy: See attached comments from Donna George dated August 12, 2014. Please note that these comments identify infrastructure and request casements that were not included in comments associated with the original plat. The City is seeking to minimize unnecessary easements. and I have responded to Xcel to ask specifically why they need additional easements. The requested easement conflicts with the garages on the east side. We may also need to confirm the location of a gas line that is mentioned in this comment letter but not shown on the utility plan. Addressing these comments will require additional outreach with Xcel. Wheat Ridge Sanitation District. See attached comments from Bill Willis dated July 29, 2014. Wheat Urban Renewal A uthority lEconontic Development: No concerns, proposed development complies with urban renewal plan. 5 Meat Ridge Parks and Recreation Department: No concerns; parkland dedication was previously resolved and will be provided on Lot 3. Wheat Ridge Police Department: No concerns. Wheat Ridge Forestrj, Division: No comments received. Wheat Ridge Building Division: No comments received. Wheat Ridge Fater District: No comments received. Century Link: No comments received. Conrcast Cable: No comments received, This concludes the summary of comments. For the nest review, please provide a response to this letter and resubmit plans in the following formats: • One (1 ) full-size hard copy of all documents • Adobe pdf files of all document • AutoCAD dwg tele of all documents If you have any questions or need further clarification. please feel free to contact me directly at 303-235-2845. Sincerely, Lauren E. Mikulak, AICP Senior Planner cc,, (ase files (1I7P-1.1-t1 , fl t"`l'- 4-02, and 3I ``-1.1-0 j 11 1�o City of ��Wh6atNOge- PUBLICWORKS City ot'Wheat Ride Municipal Building 7500 ®v. 29"' Ave, Wheat Ridge. CO 0033-8001 61: 301235.2861 (::;03.'35.2557 August 13, 2014 Mr. Rick Rome, P.E. Redland 8000 S. Lincoln Street. #206 Littleton, CO 80122 720.283.6783 Re: First Review Comments oft 7e Drainage Conformance Letter, Final Plat, Concept Plan, and Site Plan for the proposed development of Lot 1, Town Center North Subdivision, C'ase## WCYP-14-02/ W SP -14-03 flet 5-14-0w5. Dear Mr. Adams. I have completed the first review of the above referenced letter, plat. and Plans received on August 28, 2014, for the proposed apartments at the property located at 7340 W. 44`x' Avenue. and I have the following comments: CIVIL ENGINEERING: Drainage Letter & Plan: I . Include a description of the tan -site system. a. A complete description of the underground detention facility; i. You can include product brochure to provide an overview of'the system, but you will need to describe the individual vaults ("dimensions, both for the individual vaults and for the overall system). ii. The configuration (layout of the vaults). iii. How the vaults are connected together. iv. Discuss the outlet; works; the release of the minor and major storm as well as the WQ orifice plate design). v. The anticipated Qa(}o depth within the system (and horn much headroom remains), vi. Access points to the vaults. vii. A basic concept of flow the system will be cleaned. State: that an Operations and Maintenance Schedule (O & M) will be forthcoming that will detail specific maintenance routines and procedures. Also mention that a Stormwater Maintenance Agreement (SMA) to be signed by the property owner will be included with the O & M to ensure continued maintenance of the facility. b. Pipe size, type, percent grades, and linear footage per run, c. fillet types and inverts (if applicable). d. Manhole types (e.g., stab base) and inverts. e. Describe the how the roof drains are to be handled, will they be tied into the proposed on- site system (or on the northwest, tied to the off-site main from VG), etc. 2. On the I" page of the Letter it is stated that the proposed project will have an impervious percentage of 74.6% which is less than the 83% value from the original report. Did the original 83% percent include the area of the EDB, and if so please explain how the new proposal will www.c.i.wheatridge.co.us "NIMIT"T 71wroff"Ve? M -777,g August 13, 2014 Page 2 decrease the site imperviousness as stated. considering the original EDB area is now to be comprised of buildings, garages, or a paved parking lot. 1 Oil the 2nd page of the Letter you have a table showing the Original Criteria". the "Current Criteria", and the "Proposed Design", Please include the units (e.g.. acre -ft.) for the volumes shown in this table. 4. Roof drains will need to be connected to the underground detention system. Either show the connection points. if known, or at a minimum include a statement that all roof drains will be connected to the underground system. 5. You should state that the maintenance of the on-site storinwater detention system will be the sole responsibility of the owner or HOA (whichever is applicable). MEMEMME 1. No Drainage Plan was included with this submittal. include a Drainage Plan with the revised Confortnance Letter for the second Submittal. 2. Please include the following oil the Plan: a. All sub -basins. b. Proposed grading contours. c. A complete design of the on-site storm system (refer to Conformance Letter comment #1 above). d. Show the roof drain connection points, if known. e. Provide a detail of a typical (detention) vault. f. Include a detail of the 0UtJCt works. 3. Provide a plan & profile for all oil -site RCP conduit and connections to existing system within the ROW, Include the E61, and 1-166, in the profile. Trip Generation Memo: 1, Please be advised that a Memo from Mark Westberg, P.E. with comments pertaining to the Trip (ieneration Memo will be forthcoming under separate cover, PLANNING & -7-ONING. 32MEEM I have only one comment for the Concept Plan. and that is in regards to the **Drainage Considerations'*. I would remove the text stating that the regional drainage facility will be constructed on the eastern �®rtion of Lot 1, as this facility is now being moved to a more central location within the lot. Site Plan: Sheet 2 Site Plq�u. 1, Please darken the property boundary line for clarity. wwwxi.wheatridgexoms Town ('enter Nonh-Lot I Resub- Review- L It'•(h)" August 0 Page 2. The underground detention system along with all maintenance access manholes should be shown on the... Site Plan. 3. The Detention Easement boundary= shall be shown on the Site Plan.: 4. In the Legend: a.. Show all easement types separately using unique linetypes. b. Please remove any extraneous items such as "Proposed Road Centerline" Sheet 3 (Grading & Utility Plan 1. thiless the Community Develop Department specifies this sheet be lett in the Site Flan set, Public Works suggests this sheet be removed and placed in the Civil Construction Plans, 2. The inlet shown at the southeasterly corner of Vance Street and W. 44`x' Avenue needs to be shown as a "Wheat Ridge Standard Inlet . Please be advised that if Any -portion of a retaining wall is 48" or higher, the entire gall shall be engineered. 4. The underground detention facility shown on this sheet needs to be shown on Sheet 2 (Site Plan). Final Plat: Sheet 1: I . Need to pick a title. I suggest something like. "Town Center North Subdivision Filing ##21': 2. Please modify the name in the dedicatory statement (see above comments). 3. In the Owner's Certificate, it should start out: "We, the Wheat Ridge Urban Renewal Authority,...„ instead of "I". 4. Please be advised that the minimum sheet margins shall be as follows: 2" on the left side, I°" on the top, 1I2" on the remaining sides. . Please add a Note 5: "5.) All easements identified on this plat as "EASEMENT HEREBY VACATED BY THIS PLAT`" are hereby removed, terminated, and extinguished upon the recordation of this plat." 6. Sheet 2: 1. Revise title _- see Comment # l for Sheet 1. 2. Remove the entire "AS -Platted" drawing,. The previous plat has been recorded and is already of public record. Show only the graphical portion pertaining to the re -platted Lot. 1. 3. ldentify whether the T.P.O.B. monument is found or set. 4. All existing easements that are to be removed by the filing of this replat shall be shown as "EASEMENT HEREBY VACATED BY THIS PLAT", on this Sheet, and a notation added referring the reader to Note 5 on Sheet 1. 5. Similarly, all proposed easements including, but not limited to, the Detention Easement & Drainage Easements, etc., shall be shown on the graphical portion with text stating, "EASEMENT HEREBY CREATED BY THIS PLAT". 6. The detail area needs to be shown on the graphical (replat) portion. 7. In the Legend please create separate linetypes for the proposed vs. existing easements as these need to have different linetypes. Town Center ?v"otih_Lot i 6tmb, Review- Vhrdrex August 13, 2014 Page 4 ITEMS OF NOTE: I . Construction Plans- Construction Plans signed and scaled by a Professional Engineer licensed in the State of Colorado, shall be required for all public improvements including but not limited to. drainage -related items such as detention facilities. storniNvater pipe, inlets, drainageways or pans, and curb & gutter. Include plan and profiles for any proposed storniwater systems or street curb & gutter. Provide sufficient information to property construct roadway improvements along property frontages. and include construction drawings for all public improvements to be constructed, Include all City standard details for all proposed constructed items, These plans may be submitted prior to or concurrent with the Building Permit Application plan set. Please be sure to provide an electronic file in PDF format for review by Public Works. NOTE: All PW reviews are performed electronically, so the PDF must be included to be reviewed. 2. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre. so a Stornlwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWNIP must be approved by tile City prior to issuance of any Demolition, Grading, or Building Permits, "I'lle CIPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. If this projject is to be part of a larger "phased" development (i.e,, subdivision), a portion of the State Permit may be transferred from the larger development to this project (please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information) Stormwater Maintenance Agreement and 0 & M Plan: All post -construction Best Manag ,ement Practices (BMP's) for water quality roust be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws, For stone titer quality facilities including. but not limited to, above -ground or underground detention facilities. porous landscape detention areas, porous pavement, centrifuge type devices such as a Rinker Stornicepter" or Contech CDS*, hydrodynamic separation systems such as a Contech Vortechs", or for any other approved post -construction BNIP, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (0 & M) Schedule Log shall be required prior to issuance of the Certificate of Completion. 'rile 0 & M Schedule/Log must be kept current and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. If the The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. www.6wheatridge.coms Town ('cmterNoilh Lot I Resub- Roiekv-tftndocx August , Page It VOL) have any questions, please contact me at 303,235,2864. Sincerely, David F. Brossman, H—S. City Surveyor/Development Review Engineer CC: Steve Nguyen, t�ngineering !Manager Lauren Mikulak. Planner It File www.d.wheatridge.co.us Town C'enter\m1h _lot I R sub - Rex iew- t AtrAicx IM From; Joyce Manwaring Sent: Tuesday, August 12, 2014 4:35 PM To: Lauren Mikulak Subject. RE: Referral :: Town Center North Phase H Joyce Manwaring Director Parks and Recreation 4445 Kipling at. Wheat Ridge, Colorado 80033 Office Phone:. 303-231-1308 Fax: 303-420-431 www.ci.wheatridoe.co.us a City o Wheat1,�,Iickkye CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information, it is intended only for the use of the individual or entity named above, if you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. From: Lauren Mikulak Sent: Monday, July 28, 2414 4;48 PM To: Joyce Manwaring Subject: Referral : Town Center North Phase II Dear Joyce, RidgeThe Wheat Community Development Depa-• a requestfor approval of • use applications at 7340 W. 44th Avenue. These include an amended concept plan, a subdivision plat, and a site plan (Case . t + i and 13 / Town Center North • Please download the application documents Comments are due by August 12, 2014; no response from you will constitute having no objections or concerns. Feel free to be in touch with any additional questions. Lauren Mikulak Planner 11 7540 W. 29th Avenue Wheat Midge, Colorado 80033 Office Phone. 303-230-2845 Fax: 343-234-2857 MMM.6wheatridge.co.us 0 City of �Wh&atP, e PAARRIKS AND RECREATION og City of Wheat Ridge Varies & Recreation Administration 4005 Kipling St, Wheat RidCO 80013-41 P,, 03. 1,1300 F: 303.420.0316 RECREATIONAL SERVICES CERTIFICATION Project Name: Town Center North, (!ka Renewal Wheat Ridge nLoprtyl Proposed No. of Units: TBD Southeast comer of the intersection of West W Avenue and Address:Xr • Closest street intersection or landmark: West 44' Avenue u Wadsworth Boulevard Adequate and appropriate Recreational« Facilities are E are not, itable ►available ♦ adverselynot affected Recreational facilities r organization St of Wheat Ridge a.Pa& and Recreation Additional e -ARELSt Date ( i iaf m- apt or � . u (Official'sTitle) flaw L--ILLt ul--,2-.� - (Department Name) Note; Copying official letterhead onto this certification is encouraged, wvwwwxi.w heaatHdgcco.os WHEAT RIDGE FIRE PROTECTION DISTRICT DOING THE RIGHT THINGS AT THE RIGHT TIMES FoR THE RIGHT REASONS 3880 Upham Street Wheat Ridge, Colorado $0033 # ph.303.403.S900 * www.;rfire.org Lauren Mikulak City of Wheat Ridge Community Development 7500 West 29th Ave Wheat Ridge, CO 80033 RE: Community Development Referral CASE No.: WCP-14-02, MS -14-05, WSP-14-03/Town Center North Phase 11 The Wheat Ridge Fire Protection District has reviewed the Community Development Referral and has the following comments regarding our ability to serve this property: The applicant should be made aware that the proposed project may require one or more of the following Fire Department permits. • Fire District building permit • Fire alarm system permit • Sprinkler system permit It is the responsibility of the property owner/tenant to verify that all required Fire Department permits are acquired. Please feet free to contact me if there are any questions or concerns with respect to this review, Reviewed by, -r—" cv� Kelly Brooks Fire Marshal Wheat Ridge Fire Protection District Wheat Ridge Sanitation Distric 7100 West 44th Avenue, Suite 104 P.O. Box 288 Wheat Ridge, Colorado 80034-0288 Phone: 303-424-7252 Fax: 303-424-2280 City of Wheat Ridge Community Development 7500 W. 29" Ave. Wheat Ridge, CO 80033 Attn: Lauren Mikulak Email: Imikulak@ci,wheatridge.co.us Re: WRSD — Sanitary Sewer Availability — 7340 W. 44th Ave. — WCP-14-02 — MS -14-05 — WSP-14-03 Martin/Martin, Inc Project No.: 17456,0,01 Dear Ms. Mikulak, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as District Engineer, offers the following in response to the community development referral form for the property at 7340 W. 44" Ave. as received by email on July 28, 2014, It appears that the proposed development is a four-story, 50 unit senior apartment building on an existing vacant lot, The subject lot at the address referenced above is entirely within the boundary and service area of the Wheat Ridge Sanitation District, Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by the Metro Wastewater Reclamation District (Metro), The property is currently vacant and is not serviced by the District. Existing Sanity l)f Sewer Mainline Locations WRSD has an 8 -inch sanitary mainline running south to north within Vance St, to W. 441#' Avenue. The line is located to the west of the referenced property. The developer is responsible for determining depths of the existing sanitary sewer main to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. Certified documentation indicating the amount of flow that the units will contribute to the sanitary system is required to initially evaluate if the existing sanitary sewer services are sized adequately. Depending on values of anticipated flow, the Owner/Developer may be required to evaluate sanitary mainline capacity to show the anticipated peak flows can be accommodated by the existing main. Plan Review A manhole should be indicated on the plans at the point of connection between the 6" sanitary sewer service line and the existing 8" WRSD sanitary sewer main. Concerning the connection of the service line to the RSD's sanitary sewer line, it is required that the following details are included in the plan set to ensure construction is completed to District standards: * Manhole Eccentric Cone 0 24 Diameter Ring and Cover — Cover with "Sanitary" # Cast in Place Manhole Base Detail * Typical Base Channelization Details 0 Manhole Invert Tie-in Detail Wheat Ridge Sanitation District 7100 West 44th Aveoue, Suite 104 P.O. Box 288 Wheat Ridge, Colorado 80034-0288 Phorte: 301-424-7252 Fax: 303-424-2280 • MH -Pipe Water Stop Gasket • Standard Extruded Aluminum Manhole Step • Polypropylene Reinforced Plastic Manhole Step • Trench Detail These details are attached for your convenience. If a kitchen/cooking process is planned for the senior housing, a properly sized grease interceptor certified by a licensed engineer will be required. Grease interceptor rules and regulations can be provided on request. Costs All costs involved — reviews, extensions (if required), design, contract development, construction, observation and inspections — are the responsibility of the Owner/Deveioper. Please be aware that proper tap and development fees are required prior to connection to the District main, These fee amounts can be paid directly to the District Office prior to connection, payable to Wheat Ridge Sanitation District, which also collects Metro Wastewater's "connection fees". A tap fee letter can provided upon coordination by the Owner/Developer in regards to water meter size. If you have any questions, please do not hesitate to contact Ms, Sue Matthews during regular office hours, 8:30 am to 12:30 pm, or Bill Willis, MARTIN/MARTIN Consulting Engineers, 303-431-6100. Sincerely, Bill Willis District Engineer MARTINIMARTIN, Inc. Cc: Sue Matthews -- Wheat Ridge Sanitation District Lauren Mikulak From: Steve Art Seat; Tuesday, July 29, 2014 8:53 AM To: Lauren Mkulak Subject: DE: Deferral :: Town Center North Phase H The URA had previously entered into negotiations with Wazee for the purchase and construction. Therefore, we have no objection to the case referral Steve Art Economic Development & Urban Renewal Manager Direct: 303-235-2806 Cell: 720-454-9040 Fax: 3013-235-2806 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 �wr�.ci.�vheatria3 >e.co,u C its, tit t " he-, dtTY M A N A C', t A ' h F, I Can CONFt FNTIALATY NOTICE: This e-mail contains business-contidential information, It is intended only for the use of the individual or entity nan crt above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication isp rohibited, Ifyou reccived this; Communication in error, please notify us immediately by e-mail, attaching tire, original message, and delete the original message from your computer, and any network to which your computer is connected, Thank you. From: Lauren Mikulak Monday, 4:08 ► To: Steve Art •_ferral :: Town Center NorthPhase Dear Steve, RidgeThe Wheat Community DevelopmentDepartment has received a requesto approval of i use applications at 7340 W. 44 th Avenue. These include an amended concept plan, a subdivision plat, and a site plan (Case Nos. WCP-14-02, MS -14-05, and WSP-14-03 / Town Center North Phase 11), Please download the application documents fromdrive: Commentsaredue by August s no response fromR R i no objections or • ncerns. Feel to be in touchadditional questions, i Lauren Nkulak Planner 11 7500 W. 29th Avenue Wheat Midge, Colorado 80033 Office Phone: 303-235-2845 Fax: 303-234-2857 w.ci.wheatrici e.co.us 9 wj From: Kevin Armstrong Sent: Wednesday, July 30, 2014 9:59 AM To: Lauren Mikulak Subject: RE: Referral :- Town Center North Phase The police department has no concerns with this land use referral. Thanks, Scrgmnt Ke67 Armstriong Crinx Aemnlirm Tearn Micat Kdge Police Deparwicnt 7.5'09 W. Mb A veime Wheat Ndge, Colorado 800MY Ofli-cc Pbone. 303-293'-2927 FaA�- 3034A34949 Aam—zs6n,w�@d wh�catrid�xo. uy Of tail C, t 04', VA RT M EN T CONFIDENTIALITY NOTICE: This e-maii contains business -confidential information. It is intended only for the use of the individual or entity named above. Ifyou are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the oriZinal messa ur network to which your computer is connected, Thank you, From: Lauren Mikulak Sent: Monday, July 28, 2014 4:08 PM To: Kevin Armstrong Subject: Referral :: Town Center North Phase Il Dear Kevin, The Wheat Ridge Community Development Department has received a request for approval of three land use applications at 7340 W, 44th Avenue. These include an amended concept plan, a subdivision plat, and a site plan (Case Nos, WCP-14-02, MS -14-05, and WSP-14-03 / Town Center North Phase 11). Please download the application 4ocuments from the City drive: XMI'll I I Comments are due by August 12, 2014 no response from you will constitute having no objections or concerns. Feel free to be in touch with any additional questions, 0 • Lauren Mikulak Planner It 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone- 303-235-2845 Fax: 303-234-2857 www,gLwheatridqe.co-us fly kvi CONFIDENTIALITY NOTICE This e-mail contains business-confidentral inforniation, It is intouled only for tire useofthe individual art entity named aK)vc. It you are not the intended recipient, you are notified that any disclosure,, copying, distribution, clectronic storage or use cif this communication is prohibited. If you revvived this communication in error, please warty us immediately by e-maiLartaclung the original mes'sage. and delete the original message front your computer, and any network to which your computer is connected, Tbank You. 2 Thanks for the follow-up, We will review this on our end as well, Tyler had a survey completed on the property, so we are fairly confident in knowing where the utilities are located. We will hold on any easement updates at this time. Fred Fred Tafoya, P.E. I Principal P EDLANr) --�Ihefe 0001 -Vaces 13f,�qin tivlltlf� Crt�,01 III, 8000 South Lincoln Street, Suite 206 Littleton, CO 80122 Office: (720) 283-6783 x124 Cell: (720) 425-9884 ftafQya@rJe1ond..coL1i VM,re..dlgrgLcgrn From: Lauren Mikulak Lmailtoimikulakcl.Ye -w eatrid -CO.us) @ h- - Sent: Friday, August 15, 2014 10:59 AM To: Fred Tafoya Subject: FW: Xcel comment re TCN ,=I Below is an update from Xcel. I will contact their mapping hotline and continue to try and confirm the location of the gas line. Please don't adjust easements or the garage location at this point. From: George, Donna L [mAiIW* . (kgrq9@xceI9ne -&-om] Sent: Friday, August 15, 2014 9:58 AM To: Lauren Mikulak Subject: RE: Town Center North Phase It, Case #s WCP-14-02 / MS -14-05 / WSP-14-03 If you call PSCo's Mapping Hotline at 303-571-6636 they will send you a map (I am not authorized), I think t line was installed in the past few years. It may just be in the right-of-way, but like I said our mapping progra says it's on the property. Let me get with someone in our Arvada office and see if they can it the work ord that should indicate where they laid the gas line. it is true, I do not remember the specifics about the zoning issues, and I apologize. My specific purpose for requesting the 6'along the westerly side was because the existing gas line. Our standard is to request perimeter easements for commercial lots, So, let's verify the gas line's location first and go from there. REM Donna George Xcel Energy I Responsible By Nature Contract Right -of -Way Referral Processor N Right of Way and Permits 1123 west 3rd Avenue, Denver, Co 80223 P: 303-571-3306 l F: 303-571-3660 .,. ...... .... From: Lauren Mikulak i ilto.lrrsikulak ci,wheatri e.co.us] Sent: Thursday, August 14, 2014 12:59 PM To: George, Donna L Subject: RF: Town Center North Phase II, Case #s WCP-14-0 / MS-14-05 % WSP-14-03 Donna, I have a few questions regarding the comments you returned. • Do you happen to know when the gas line was installed and can you send a graphic that confirms the location. The site was scraped, platted, and redeveloped within the last 3 years and I don't see any indication of an easement or gas line on the west side of Lot 1, I am also asking our Public Works Department to confirm what utilities were placed in the adjacent right-of-way. • As you may recall from the first phase of this project, putting easements along all property lines is in direct conflict with the zoning, so we are seeking to only create easements where they are specifically necessary. There is a 10-foot easement already provided on the north property line, an 8 foot easement along the east property line, and existing easements on both sides of the southern property line. Would you please identify the specific purpose of the easements you request? Thank you, Lauren E. Mikulak, AICP Senior Planner Office Phone: 303-235-2845 From: George, Donna L m it ow nn.L.Geor eixcf lever c Sent: Tuesday, August 12, 2014 1:53 PM To: Lauren Mikulak Subject: Town Center North Phase II, Case #s WCP-14-02 / M-14-05 / WSP-14-03 3 Lauren Mikulak From: George, Donna L <Donna.L.George@xcelenergy.com> Sent. Friday, August 2, 2014 12..57 PM To: Lauren Mikulak Subject: RE: Town Center North Phase 11, Case #s WCP-14-02 / MS -14-0 / SP -14-03 From: Lauren Mikulak [mailto:lm kulak@ci. heatridge.co usj Sent: Friday, August 22, 2014 12:48 PM To: George, Donna L Subject: RE: Town Center North Phase H, Case #s WCP-14-02 / MS -14-05 / WSP-14-03 Thanks for looking into this, I'm glad we could get it resolved. I don't think we'll need an updated letter, Lauren E. Mikulak, AICD Senior Planner Office Phone: 303-235-2845 From: George, Donna L [mailto:Donna. L.George@xcelenergy.com] Sent: Friday, August 22, 2014 11:27 AM To: Lauren Mikulak Subject: RE: Town Center North Phase H, Case #s WCP-14-02 / MS -14-05 / WSP-14-03 Hi Lauren thank you for all of your patience in all this! After even further investigation we have finally confirmed that YES, our gas line is in the street. Installation records were incorrect, therefore our GIS program was Incorrect, and that is all toeing corrected. • *• Donna George Xcel Energy I Responsible By Nature Contract Right -of -Way Referral Processor Right of Way and Permits 1123 Wed 3rd Avenue, Denver, Co 80223 P: 303-571-3366 I F 303-571-3660 From: Lauren Mikulak [ i Imikula i.wlae tri Co.0 Sent:: Thursday, August 21, 2014 1:35 P To: George, Donna L Subject: RE: Town Center North Phase 11, Case #s WCP-14-02 / MS -14-05 / W P-1403 Donna, I was able to obtain maps. . .* the informationthe maps significantly conflictsthe drawings I have for Vance Street. Those drawings are attached and indicate the gas line was installed well within the right-of-way, in the amenity zone on .* drawing to Gary today configuration,• • think there is no *d for an easement. 9 ilimm. From: George, Donna L [ma ji to-Dgnna.Lgeorqggxcelenerqy.co—mI Sent: Thursday, August 21, 2014 9:16 AM To: Lauren Mikulak Subject, RE; Town Center North Phase II, Case #s WCP-14-02 / MS -14-05 / WSP-14-03 While our installation records show that the gas line is, in fact, installed 3 -feet inside (east of) the property line, sadly there is no easement. So, we still request our standard 6 -foot utility easement on the plat along the westerly lot line to cover these existing facilities, but we'll accept 3 -feet, and maybe even 4 -feet to cover the line and be sure, Apparently someone changed their mind on the desired location of this pipeline and it got installed where it ties and without an easement. �•=0111fflfflffli,Uffl Wilgoll 11111 11�p ifimm Donna George Xcel Energy I Responsible By Nature Contract Right -of -Way Referrai Processor Ripht of Way and Permits 1123 Wes i 3rd Avenue, Denver, CO 80223 P: 303-571-3306 1 F: 303-571-3660 From: Lauren Mikulak Sent: Friday, August 15, 2014 10:59 AM To: George, Donna L Subject: RE: Town Center North Phase II, Case #s WCP-14-02 M5-14-05 WSP-14-03 Thanks, Donna. I'll contact the mapping group. Have a nice weekend! Lauren E. Mikulak, A[CP Senior Planner Office Phone: 303-235-2845 From: George, Donna L [-m-gi-ILq.*—DD-nn-a-.I.-GggLqg.@x�iener�.cOm�I Sent: Friday, August 15, 2014 9:58 AM To: Lauren Mikulak Subject: RE: Town Center North Phase 11, Case #s WCP-14-02 / MS -14-05 / WSP-14-03 Hi Lauren, If you call PSCo's Mapping Hotline at 303-571-6636 they will send you a map (I am not authorized). I think the line was installed in the past few years. It may just be in the right-of-way, but like I said our mapping program says it's on the property. Let me get with someone in our Arvada office and see if they can pull the work order that should indicate where they laid the gas line. It is true, I do not remember the specifics about the zoning issues, and I apologize. My specific purpose for requesting the 6' along the westerly side was because the existing gas line. Our standard is to request perimeter easements for commercial lots. So, let's verify the gas line's location first and go from there. IBM= Donna George Xcel Energy I Responsible By Nature Contract Right -of— ay Ref rr i Processor ttipht of Way and Permits 1123 Wesi3rd Avenue, Denver, CO 80223 P: 303-571-3306 1 F: 303-5713660 From. Lauren Mikulak [rx ilt :Irnikulak Ci.wFteatrid .usj r ,.fl. . a m. ,. Yw r ,�.v.z w.w n Sent: Thursday, August 14, 2014 12:59 PM To: George, Donna L Subject: RL: Town Center North Phase II, Case ##s WCP-14-02 / MS -14-05 / P-14-03 Donna, I have a few questions regarding the comments you returned. • Do you happen to know when the gas line was installed and can you send a graphic that confirms the location. The site was scraped, platted, and redeveloped within the last 3 years and I don't see any indication of an easement or gas line on the west side of Lot 1 1 am also asking our Public Works Department to confirm what utilities were placed in the adjacent right-of-way, • As you may recall from the first phase of this project, putting easements along all property lines is in direct conflict with the zoning, so we are seeking to only create easements where they are specifically necessary, There is a 10 -foot easement already provided on the north property line, an 8 foot easement along the east property line, and existing easements on both sides of the southern property line. Would you please identify the specific purpose of the easements you request? "shank you, Lauren E. Mikulak, AICIP Senior Planner Office Phone: 303-235-2845 From: George, Donna L [ "I: nna.L.Gr e ax elener .cowl Sent. Tuesday, August 12, 2014 1:53 PM To; Lauren Mikulak Subject: Town Center North Phase II, Case ##s W P-14-02 / MS -14-05 / P-14-03 Lauren Mikulak From: Lauren Mikulak Sent: Thursday, August 21, 20141:34 PM To: Motsinger, Gary D Subject: RE: Attachments: TCN ASBUILT STREET PLANS 10-1-12.pdf Thank you for sending these maps. Unfortunately this information seems to directly conflict with the as -built drawings for Vance Street which indicate the gas line is well within the right-of-way and not on private property. See sheet 1 in the attached document. There should be no need for an easement with the gas line in the street. Lauren E. Mikulak, AICP Senior Planner Office Phone: 303-235-2845 From: Motsinger, Gary Dm ii .Motrin erc liner coria Sent: Monday, August 18, 2014 7:25 AM To: Lauren Mikulak Subject: Hi, Here are the maps of the area. Gary Motsinger Xcel Energy I Responsible By Nature GIS Land Coordinator 1123 WEST 3RD AVENUE, 1st Floor Deaver, C080223 11: 303-571-3186 E: Garv.D.MotsinaerB-xceleneray.com XCELENERGY.COM Please consider the environment before printing this email 1 2118180 08/18/2014 - E ----------- , . W.QiII AVEr ,,. wm ... tf • � waHmHAVE ' «r re Pa Yb � • +'� ` , Yal w wp � ~ Y10 ,"Ii,.• n.YAr . yp rn.,)y Yaa Yn Y„: n_ J Y,C'Y t- _. Yp ' • y _.,. A Ray y �+ --• r)a • a,SJw I �.,.r.rw r,c � C F C nr r i. -�. Y,o Y)a YaD •� , • p .: iWm ' n �Y �� +K � , .. ; ; > w..m� � « , Y„C” a . .�. o+ ^" "' h - �• ,ao .,� • ) !� • .,s we - if ,or -------- Ila ------.M ; , - al• p ` .: F e 1 , P rn'- --.-----S — ----14 - _-�- -� - - • --J- - - -- z_s__-- �Fv• , — , -� — — — — -------•---' J j ; • nm a, L�e>4 «-RRR '•„fi oo - `r • Y ` .. • l')aa •nao .. am �� ;� .... - .� i "•' ^ ew : n,. 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THIS PRINT DOES NOT DISCHARGE THIS REQUIREMENT OR ANY .,,o R i• «R ` OTHER REQUIREMENT THE COMPANY AND ITS AFFILIATES ASSUME NO ^ „y wa. •r• •' 7 •)'0 LEGAL RESPONSIBILITY OR LIABILITY FOR THE RECIPIENT'S USE (OR ANY )•1°M W. �i „m •! �} , t OTHER PARTIES USE) OF THE PRINT. INCLUDING THE RECIPIENTS INTENDED P. PURPOSE IN USING THE PRINT NO COMPANY EMPLOYEE OR OTHER PARTY ' , r ; , a _ _ - _ 1in,'•�'r ES N AUTHORIZED TO R PROVIDE THIS PRINT FOR PENNING OR S BEE AtITH0 •±_ . _ . ESTIMATING PURPOSES. RELY CI THIS PRINT AT HOUR OWN RISK BY VI --- ... f± _ _ _ J... _ .. � ...... ACCEPTING THIS PRINT. 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NRp'r Ysst emt @V a DW6 W. .R•nom rn tllDas a>M aeD w[ kvD uwY s 30• a 30' _ 6P. ---------- _______� io ,�I •Y rf slaYtmvc sen W. 43RD AVENUE a n a- - 56' R.O.W. ,rwsmY SCALE: 1'.30'-0' S•11ID' A et Irovlm tVIE. WI,I . t• -]D LEGEND: ,mrt ,IWit IIEpIrMD COOa YC DR SA • .wc�t[cr/FSGM[[II gµ --- �IIC O.Qe'N aQ}li yo4f9aCaAk • r1•aYW ,D' SR.baG. rMN ]' SV•CIxD. s CW e• ______ tmss sos D+w wLsuewun. urAR rao+(rs) cc}a. e• +roar rr a a+Rr _ _ _ _ _ _ none a]e •r ama • nlrmm ort re[ —a— 1.ernmDeowrrur[,tctr[,.[ r_ • 1rr 1ta tr RAD11re � � — trrwArue �--T`-'--- • /\\ —•— rearnm zAsl o+w , x.Do a.aD •.00 a� . raR a cure to sLox ---- ^IIDr05m fASaOlr a ,+a•• SU•DMDF COWC,FD r0 MYUI Dt]INM1 VCR A$ -BUILT LEGEND, _ c0ooa scc cnwK n , a -v ' ° " " CURB DETAIL. suaamu aR suL R.,s NOTES: r t aR ] suarmu x/xa/'. ...Ess ancsee w+m. Ila r •ru•r set • xsDo s.ao «aa w 10 �a Aa �-�—"1 r r . sAeraa• Rev a w/': --.---•-- --�1ro r --SECT ONS s a cD•irsctm nr 10/ V' i m II(t,6a Ar/D•rz "°' eOeITL Ilo Mrtprt WCM�.aE Imrcrcn nOj nsexR n a n ea .r occRm n -[ aw. su n rL-rt • av ax iw �, �• Lw[ vm o rEvvLlRt L•«[ rnDSR m nwL - m rec A OR•nCR Drrt a]1m sEDcve. s[Kvnu1 u�cw[sas i CE u�cwr[tTics o1re NORTH - -- r/rt xA sort fs ave o. Ruate .• w (r• s. TO rrsrO"°`ulr 8' CROSS PAN DETAIL. °eP'"`°■"'",'_s,', _, x e• -]z) a�+r rox nm ttcm. », sal! r r: CROSS SECTION W. 43RD AVE. — 56' R.O.W. D••wxc ,mc Town CENTER NORTH sur-. t•-. W. 43RD AVENUE uu 1-1.1 2— wn Y avvcr STREET "PROVE,-, oc .Du a. ova w Ewrrrz ru aM ROEM, AWNIIskL CTED DR•nRPGI . -p}P NOsuRuW ,. b a •Rr C061•L lrl. Lauren Mikulak From: George, Donna L <Donna. L.George@xcelenergy.com > Sent: Friday, August 15, 2014 9:58 AM To: Lauren Mikulak Subject: RE: Town Center North Phase U, Case #s WCP-14402 / MS -14-05 / WSP-14-03 If you call PSCo's Mapping Hotline at 303-571-6636 they will send you a map (I am not authorized). I think the line was installed in the past few years, It may just be in the right-of-way, but like I said our mapping program says it's on the property, Let me get with someone in our Arvada office and see if they can pull the work order that should indicate where they laid the gas line. I It is true, I do not remember the specifics about the zoning issues, and I apologize. My specific purpose for requesting the 6'along the westerly side was because the existing gas line. Our standard is to request perimeter easements for commercial lots. So, let's verify the gas line's location first and go from there. up= Donna George Xcel Energy I Responsible By Nature Contract Right -of -Way Referra! Processor Right of Way and Permits 1123 Wes 4 3rd Avenue, Denver, CO 80223 P: 303-571-3306 1 F: 303-571-3660 From: Lauren Mikulak Sent: Thursday, August 14, 2014 12:59 PM To: George, Donna L Subject: RE: Town Center North Phase II, Case #s; WCP-14-02 / MS -14-05 / WSP-14-03 11l • Do you happen to know when the gas line was installed and can you send a graphic that confirms the location, The site was scraped, platted, and redeveloped within the last 3 years and I don't see any indication of an easement or gas line on the west side of Lot 1, 1 am also asking our Public Works Department to confirm what utilities were placed in the adjacent right-of-way. • As you may recall from the first phase of this project, putting easements along all property lines is in direct conflict with the zoning, so we are seeking to only create easements where they are specifically necessary. There is a 10 -foot easement already provided on the north property line, an 8 foot easement along the east property fine, and existing easements on both sides of the southern property line, Would you please identify the specific purpose of the easements you request? MEMM N *1 11 uff5m.2 From: George, Donna L [mgHLQJIQnna.L.GggrggPxcelenerqy.com] Sent: Tuesday, August 12, 2014 1:53 PM To., Lauren Mikulak Subject: Town Center North Phase II, Case #s; WCP-14-02 / MS -14-05 / WSP-14-03 0 Xce!Energysm PUBLIC SERVICE \J August 12, 2014 City of Wheat Ridge Community Develop 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Attn: Lauren Mikulak COMPANY,,* Right of Way & Permits 1123 West 3d Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303, 571.3660 Public Service Company of Colorado (PSCo) has determined there is a conflict with the above captioned project. Please be aware our GIS program indicates PSCo's existing natural gas distribution pipeline along the westerly side of the property is 3 -feet east of the lot line within the property boundary1f, appears from the site plans that the planned building will be only 3 -feet from the property line on the westerly side of the property, The property owner/developer/contractor must contact the Builder's Call Line at 1-800-628-2121 as soon as Dossible and complete the application process for any new natural gas or electric service, or mgdification to existing facilities including relocation and/or removal, It is then the responsibility of the developer to contact the Designer assigned to the project for approval of design details. Additional easements may need to be acquired by separate document, p11111111pillipq 11,1111,10 IFIR11prig, 11, 111�� 111�1 I # it *IM111- 0 f 6 Minimum 10 -foot wide dry utility easements are hereby dedicated on private 6W rt I e Property a/ iliie sWh_#dY_,#0J(1.,9##Qr1X PrOPe y ines in th subdivision or platted areas, and a _6-fqSt wide dry utility easement is hereby dedicated on private property along the westerly property line. These easements are dedicated to the City of Wheat Ridj the benefit of the ggglicaple ytft groXi:d_ers for the installation, maintenance, and replacement of electric, gas, television, cable, and telecommunications faces (Dry Utilities). Utility easements shall also be granted --- within any access easements and private streets in the subdivision. Permanent structures, improvements, objects, buildings, wells, water meters and other objects that may interfere with the utility facilities or use thereof (interfering Objects) shall not be permitted wn said utility easements and the utility providers, as grantees, may remove any Interfering Objects at no cost to such grantees, including, without limitation, vegetation. Public Service Company of Colorado (PSCo) and its successors reserve the right to require addonal easements and to require the property owner to grant PSCo an easement on its standard form. Public Service Company also requests that all utility easements be depicted graphically on the preliminary and final plats. While these easements may accommodate certain utilities to be installed in the subdivision, some additional easements may be required as planning and building progresses, PSCo also owns and operates existing electric distribution facilities within the subject property. As a safety precaution, PSCo would like to remind the developer to call the Utility Notification Center at 1- 800-922-1987 to have all utilities located prior to any construction, particularly on the easterly property line of Lot I where there are underground electric lines along the planned garage buildings. We request these lines be shown on the plans as others are shown. If you have any questions about this referral response, please contact me at (303) 571-3306, Donna George Contract Right of Way Referral Processor Public Service Company of Colorado A REPLAT OF A PORTION OF LOT 1, TOWN CENTER NORTH QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, AmrimKMOMMM 1, Wheat Ridge Urban Reaeoai Authority, being the owners of real property containing r1�4 C4R.&, 89 1 396 *.'as or 60.815 square tenet of $and described as fail.-: ect rt s, .set axsw+u.o ws wwa, arra` e+nwv. o- Pa kYp9t"a A tract of land being Lot. 1, Town Center North Subdivision in the City of Wheat Ridge" C�xY ,F afi tsw4.-.. p06"aMa' y Jefferson County, Catalpa. as recorded under Reception No. 2011100989 of the I records of said Jefferson County, austere in a portion of the West half of the My R.Hro ist quarter of the Northwest quarter of the Southeast guano, {W1/2 NEI/A NW1/4 SEI/4) of Section 23, Township 3 South, Range 69 West of the 6th Pitt., Olt ar n r vi .. occardnneE with at applicableCa4orado stotutrs, cu e t o s d Jefferson County, Colorado, being mora particularly dese.rit>ed as foilaow adjacent Preterit- Ond/ru from abutting Public streets COM FROM', of the Northwest corns., of tine Southeast quarter (SEI/4) of said h-" Sect ,an 23; No tel '�i515.3'a � tiles thence S86'33`35"E a distance of 880.83 feet to the TRUE POINT OF F9EONFONG at 263a.9S' CJ.. rr [C " the N ieproest carne, of said Let 1. Town Center North Subdivision; FpC. Easements are hereby granted on Front. property as shown an the plat. These a ... Hol is axe ctk te Cal+. it, 11 thence N89'41'34"E on th' Northh Von of Said taf S, ❑ distancee ,at 278.94 feat ter the � t lx t Northeast earner thereat;: bxr<s,. ww wwma rwrc + i' £ t t 1 f' 4 ¢ :h thanes S00`12"58"C on the East .ane+ a said Lot o distance of 2 F. 4 cast to e SBAYSN ^.dae� 5 111.1 8 Snuffle at r rnmr the eo. S ca < easements and I +ate *,Meets iia the subdivision. Permanent st+acturos old wafer meters shalt not thence SB9'47'51"W on the South l,he of said tat 1, a distance of 280.05 feet. to his S—thwe,it carrier thcrete, t9t66'Y' then.' N00't7'59"W an the West line of said tat t, a d+stance of 218.92 feet to the is TRUE POINT 4F BEMNNiMGi 'ow a have laid out, subdivided and phythai sold had as per, the drawing hereon contained �N under the name and style of RE-SUBi)NOPON OF LOT f, TOWN CENTER NORTH dhosn of a part of the City of Wheat Ridge. Colorado and by SUODMS'ON, a sub€a these presents do dedicate to the City of Wheat Ridge and the Public those portions ,you based upon any defect in this survey be commenced more than of reaP phyfon-ty shown ON h ht of - wnl, and do Writhe,r dedicate to the City of Wheat The storm detention area shown shell be maintained by the owners o< and subsequent porters of R a s and thus. m r prailY owed nd ., nlin,r {.. franchised ho -sad utilities nds roi— t asepartaans of real propertye!#X shown as easements fa the nstrucdenstatanon. operation, maintenana. 'wool, and replacement for ah servers. This includes but is s rliq cceR, SEC. 2.3 oaf limited to telephone and electric, lines, gas ine6, Water and saniory $ewer Elites, hydrants, stare water systems and pipes, latent±on. ponds, street lights and ail uFwrcwlal wx.:'.. ayes rora* wv rsava appurtenances thereto, r -u, a'e`xT ri , Kcall d R vs ..._____ ........�. ._._..... . ......__................... Chm.... t of Wheat Ridge Urban Renewal Authority State at Cidotada ) ) SS Canute of ,ssffemon ) lino foregoing instrument was acknowledged before me this day of ACr 2014 by Witness my^Mohd and aYtactai spas My eammrosanrs� e;r:p)ees__....._,_........... 400' 0 400' 800' SCALE; t"=400' 11 TOWN CENTER NORTH SUBDIVISION SUBDIVISION, LOCATED IN A PORTION OF THE WEST HALF OF THE NORTHEAST QUARTER (W112 NE1/4, NW1/4„ SE1/4), SECTION 23, TOWNSHIP 3 SOUTH, CITY OF WHEAT RIDGE:., COUNTY OF JEFFERSON, STATE OF COLORADO BASIS OF BEARINGS ':fIJ92' 1489'41"34'E 2627.84' ,atnaz' 8 3S Gag s5"""�`" 1',p,ge1>,. tPa. ? r1�4 C4R.&, 89 ++ ect rt s, .set axsw+u.o ws wwa, arra` e+nwv. o- Pa kYp9t"a n p ff�'d s Y C�xY ,F afi tsw4.-.. p06"aMa' y py,�w Cali yowl.. ^TtC f �S3�aK\aY;5 I N8tY444'af i]tb 69 929 &7 t My ltd \ sr , . Olt ar n r vi .. occardnneE with at applicableCa4orado stotutrs, cu e t o s d set",xaw z1r �a P: of adjacent Preterit- Ond/ru from abutting Public streets p .nam h-" 98` 96 611,43' No tel '�i515.3'a � tiles m$e'a9's$•E 263a.9S' CJ.. rr [C " John C-6noisy 7i5. caai95s5" " Easements are hereby granted on Front. property as shown an the plat. These a ... Hol is axe y� t$ dedicated farthe intoottation ndatenance, pod Toli cefou of faeatr c, ads television cable, 5$ n ,owe .'M, .11 -re r. a .:.,.iiia easements and I +ate *,Meets iia the subdivision. Permanent st+acturos old wafer meters shalt not 137$87' I 92x3.24" t9t66'Y' �r�78"23'w 2&35.Y+` 5E 042 SFC. Z3-"" 5 1 GDR nsyam, 23 "" vlai COR SEC, 25 & Notary?ub1'c ......__._......_..,.....»..._...�._.._..__._._._....__ _,... ,n; o w,an I,:er' 11; —11=. s °. un.r' rs' lu vice.» SOUTHEAST C}UARTER OF SECTION 23 PLANNING COMMISSION CERTIFICATION: R .... —nded far Applenot this .­,,,. day of ,Nq..,. .___.,_.^.w._,,.p..... 2014, Oxy the Wheat Ridge Pimping Cornmriaton. CITY CERTIFICATION: Approved this _„_,,,, day of , .___­_._, 20t4 by the Wheat Ridge City Church City Cierle Mayor .. Ji•ecfor�rv)YP'Gamrrrun(fy CievsEopmcri!,....,��_..........�..,.........�.,..... piiectai' orf PukEic Warks ...____..,„__ VICINITY MAP N. ,S. CROSS ACCESS EASEMENTS: SURVEYOR'S CERTIFICATE: Im old to The 4 his suocessath and assigns grants #united rights and privileges to O.CBSS tl to ,f that the serve a the f. !tri at1E da ere Cert f a @ Ja L 8 y by Y Y ARCH(TECT,/CeIGPNEGR SCAt... der. cateCry Pres movement thrau h thrid aides kndi.ated as "cross--acaass,?rngress-Egress Easements', as 4 boundary of a RE-5t360MSi6N OF LOT t, 7QWh (",fN7ER NCtiTTM 4 tenants, iihustratrd upon this pint. Such 4rdnf of ensemen, snot! be iimifee! to the owners, e t N r once, m direct supervision vtStO.. was made: b mea d p waUBC! # Y movement P f.. ,m r grant aecass to nr+d free a s c h r old shall o e a of the owns s s n customers pod oasts 9 8 information ti } on h o*tit f m knowledge, o and belief, old to to b., a b o 9, Y through sold easenrants to those ar.tering said oa9a,nenta from s;mi'roriy reaard+md easements from tle Olt ar n r vi .. occardnneE with at applicableCa4orado stotutrs, cu e t o s d adjacent Preterit- Ond/ru from abutting Public streets edition as an±.ended, the acsoinfronymg Plat accurately, represents said survey. UTILITY EASEMENTS: John C-6noisy 7i5. caai95s5" " Easements are hereby granted on Front. property as shown an the plat. These a ... Hol is axe dedicated farthe intoottation ndatenance, pod Toli cefou of faeatr c, ads television cable, drainage and toecommunacotons fo-MirpUtilities sha# died be tom""'d within any a" so easements and I +ate *,Meets iia the subdivision. Permanent st+acturos old wafer meters shalt not ' hr utility easements. a permitted within said u b Y p 0 C6 According to Colorado taw you must commence Ory 10901 action STORM WATER DETENTION EASEMENT, based upas any defect in this survey within three years efts first discover such defect in he eveent, may any action ,you based upon any defect in this survey be commenced more than The storm detention area shown shell be maintained by the owners o< and subsequent porters of ten years from the date of the certification shown hereon. heirs, sumenrs and assigns in the enreret that such cansh'acbdn and Laid 4, 2 and 3, and their ss is not by said mothers, the City of Wheat Rrage shad hove the right to motntenance performed n and .trier such area and Rrrtarm necessary wok, the reel of which fiord pone heirs, successors, rhhugh6 agrees t¢) pay. No b idd%nq ar ch-stura wilt ate cmvA,lietad in the detention area and np Chang@$ ar tlit@rat,ong Rffect ng th I, none ahtaraCtarveteGe of the detentoyn area will be made without the apPraYof of the t?recto, of Public Works, PARK LAND DEDICATION: COUNTY CLERK AND RECORDERS CERTIFICATE: Public det#cdtiou of Park hand is nae required, Hawevrr pubic span spree shall be provided in l9 . occdrdahce with the Town Center North Caheapt Plan, an 110-.,1 at 2011 73094, including o 0,15 MI;Y4 date public open sGoae Gra lot . , State of Colorado tfsa I SS _._...,....,_._. County of Jeftros h ) CITY OF WHEAT RIDGE. COORDINATE SYSTEM: i arrify that than prat was fiat an the aftice of the County Gierk and Recorder of Jrfforeari County at Coolie o, The city of Wheat Ridge Coordinate System used herein is a ground -based modified form of Nahum, Colorado, at O'clock,a F+1. on the the NA08.}/92 State Plane Coordinate System, Coaroda Centra! Zone 4502. b. othdrih Datum used is the North American vertical Deleon of 1988 (NAVDBBT. day, of 2014 A,0,, rn .^...... c. Ground to Grid Combined Scale Factor ,s 0,99974780300, Sonora from base paint AHAC 4 (Permann.nt High Accuracy Control yt) having the fret-IrSt NA083/92 State Pinna cdordenaCes: (Perm Book Page . RecePt%Gro Nn., .- --. _........._.....�.,....,..._ yet REvt6P0N By DATE PHAC t: Northing: 1701258.75, Costing: 3718217,58. Efevertion: 54,',.62. ,JEFFERSON COUNTY CLERK AND RECORDER DESIGNER PRt2.t. MGR,. Ru STATEMENT OF ACCURACY: sx CHEcw€ BY PRoa: MCR. Depaty rte 'rhe geodetic paint soardinot. data been herein, has been dewed from the HAD 83 HARM ,.hate Plane Cal orada Central FIRS 0502 Caorr3 nate System, and has a horizontal Accuracy Class f cotion 0RarrFR._ O4rF of 0.04 U,S. Survey Feet at the 95% Coohdance covet, as defined 'n the GeoSpotipt Positioning J.8 117/22/14 Accuracy Standards of the Fedirmi Geadebt, Contrai Subcommittee (FGDC-STD-007.2--1598).. PRt',KtECr TCttE RE—SUBDIVISION NOTES: OF COT 1, CASE. HISTORY: TOWN CENTER 2.) Bearings as used hernia are bd5ert an. the: North Sine of the Southeast quarter of Section 23, NORTH SU DIVISION SUBDIVISION Township 3 South Range 69 West of the 6th P,ed, having 3-1/4" brass caps stamped ty, LS Mo.. WCP�_41-0@ � 13212 inside—numant box*$ at the Northwest end Northeast comers of sold South ...t quprter 13212 MS -11-.02. W'0'/0.6 faUMfBCR and bears 1489'41'34`E a distance of 2627.84 feet per the City of Wheat Ridge. Colorado xeeards. Wz-10-07. MS -82-09 __ ...._ :CASE NLtM9ER Z.) Alt cornus were found or set as shown. MS' -81-09, RE -41_02 WZ-81..,..19. 3.) This svbdivalion plat does not constitute a Mill search, by Waster. Strivih rrs to determine WZ- 77-22. CAOD FILE ownership, easements, rights of way and other matters of record. f+7$PEP; day 4.) "Per C.Onodo Revised Statutes Sea, 38-55-106 39.37 (L), oil lineal unit$ depicted an this gRAW€NG TITLE Card Survey Plot are Ut S. Su116y Feet. Co. heater equals 39.3'1 isroord by 12 U.S, Survey Feet according to the Na dorm Institute of Standards and Technology.' SUBDIVISION PLAT 07%23%14 t)1tAwiNG SCAtE.W..._....,,.. 1" M 400' ( OfSCIPLINE DAT FO PIj SNEF. OFF._......,,,..__ 1 z A REPLAT OF A PORTION OF LOT 1, TOWN CENTER NORTH QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, 1, TOWN CENTER NORTH SUBDIVISION SUBDIVISION, LOCATED IN A PORTION OF THE WEST HALF OF THE. NORTHEAST QUARTER (W1/2 NE1 f 4, N 1 f`4, SE1 /4), SECTION 23; TOWNSHIP 3 SOUTH, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 'URf2E.iVt' ["�NtNf:; £;:._Pi CURRENT B)MI G C --I c CURRENT GOMM',' C"..p% I c': C7Vi c'Cti'.NG R' t; ° GCT y C=iR_P1?1 T„1Plf:AIG R-�t� L01 2 i''7 6 ' t C ` ' GOr 4 i CO !1 PdAri ,:,� ,AN'"'e. FIRST €'tUNC I : € t L F:t-t <a, t\f t .� t,.:* E,.. :. ( f C? C _f -'A '.>E r RE Ek 71G C. ' 7 °f i Ft ter, M hG, ?OOt` 585 i,! CX AGt:4E hiC F., 4` A . 15,6982 WEST 44th AVENUE = = °rw ONE SEIZ., SECT*N 2s_ _ _ PUBLIC RIGHT OF WAY WIDTH VARIES ^ #^ 1XB+ - _ - - - t'EPtC - R,O.W, PCIt P, "�• .• .• � «._+.-_-. - ". - -r ! RfGEKN Na arDs ao 8 eaa ,wDvna+u. RrcHr Dr WAY FOR R 8 srzF A1% 'in A uG"uc s 8 $' 4.th AVENUE PER TIME sauMrE luso I S ER ROACH GusarAs+Dw ..__ ._... _....,, !__ ..�.. 8 ,..-- _._.....�. _71 _......„.. CENT N89'41'34 -E 279-94',j a SEAT .�-- i. ILL # SO g asD xsD SIGN i.� #"ADS, naDa urrPY W j mm I t�} EASEMESP PER TOWN DRAINAGE EASEMENT U t I ar st GEwrex waRr*s suenlws�aN PER ttraw CENTER f ! N. w c uRr7P,.h`i i 1 svcrEvruF F.ASDMEsr \«`f n.tRt?-•... RECDRREo Navy. +are, # Sia` Pseea EASEUETii 1f a5 oo'.....zs.aa'-t C7 4 r RE6650N No, 2042@29)93 RECORDER X 24, aDta. iI ! y TOT SQUARE SJEsDAYStfJV wa, zorsaroa+rr i3 1a tt T� HOOK rU PAGE 4t ?� a � � E43 RIC PTION NJ 8208 69,6• 1—� ' +`0 # .r W: CE FRf,'NIT xE�NING At,.! -.0 I SEE•. DETAIL. I � I .m_ _ t RI EOR SHORT VANCE -m--.-10800 STan #Y�"` I 40'. 0 40' 80' SCALE: 1” -: 40' �fy AVEEST 4`Yl1F it.54't"r4 eMY AVENUE r RIGHT ..+` 440, AVENUE PER TDWN cTJ PTR NDRIw SOI i eo STREET DISTANCE: aHEREa N EASEMENT I14 C.4 LOT .- sY THIS os,ar kry w V?, I LOT `� a�.s• f LOT 1 R I Lt7 y w Cao 815 &F t I ?f E` U� va. 1 3x96 ACRES} f r � c> pZUN.NC: h t3„ixa( j CUR PIT 70hittRC P;RE3 C#� ik ,�[,Si t ^, Ngq'4j`34•E t1 I r rzp 7.140 W. 44th AVENUE k .__,._"_., sem'-�¢_: CC I # A E.. f/��; (�`�` --PLATTED t^"'-''�) -`({� p(�'"-^ !�r^�jt G_ SE 2 p k '-- I' --,,.. » _ �_ Sit§ -- f 1 \.,+" R k t,„.... 4.1' I''fraf.�+L n FC"'" CvrtiftfJtaf%�F1f I `[ . S.tC" PECO iASRM&'Y4' c- BOOK !CT PAG1, aF >0i 100' PSC MAA zo. yD12,- k ;u� � X4.1 STREET 4'E (EF'Y,`f"?N hL. i355E§' 4;5I `x'I 1 aeaeasmw. zarxas+ur It I L dw r,. NOTE: ONLY MEASURED AND CURRENT COMING A4LJ C I � ^� .891061E � �� p } OT UNE AWVSrum to !j t. K Lot 3 S SHOWN P i.=W N ReC€PT Na ro+sG,cz '� _ -_ .j S € # 1 CALCULATED D111EIS(DP i U> ?r<FNr scAce ,. Wa W' ACCESS ANI} pRNNNF_ FhS£M£Nr .y ti I #'y ..... ..v - -T - .,.,.. ,..� ._....» �..#... � ... k K � RECEPTION NDS 2011100449 ax 201 rsA81 # R � k tk 9 I <'TONZ.,`Y,,... R .2 vis<7S1p ii25s T { _} 2.eD ss4T�7u�$ v� I I Ivt{7NtSMiENT LEGEND sa° aa:c&'ss EnsEarcNr--�• RECEPTION NO 20110"132 ,». ...... .,....... ....k_..S89'47'51"W 28C},C5 � i.--" _ _ �..�,... -- _..._.. • o raunrn sz.uacaRc carx ar wF�En~t aetac� GeraF�~'c.�raF._ I 25 4D' I nUrY k 3 I CEhGFER1,tH£ MONUMENTS tAt RANGE 94YX i DRAINA6t ERIC ! I r FOLINB NAIL AND TAG 'STAMPED PLS 34183" y'� LOr K + + 10T TER roWN CENYER --7 =s rw # ' ,T 4 • F.'€l,4REN 10NAN AAU -{• i I .. � CURRENT,?0Af NG MU ttQRit1 5 ! p � I t URRE`AIT • T FOUND PIN AND CAP STAMPED "PUS 34183" C:7i9TrV <u£N7fR fVCTk ri 5'ilfifltr+ fu`TN FOWN CENTER NORTH S#:TEST?Itir}7;o'ON 6 i I �FIO IYG' R -S • 3 FOUND 5/8- RESAR (NO CAP) REC'E T r ON' NO 2011100989 RE t E e T ICIV r` O 201 7? 00989 t r � • A FOUND 4' LONG CHISELED ♦ L^ FOUND 1/2" REBAR (A1C CAP) OF BEARINGS N89'41'34 -E 2627.84*------.------------------------"--- • F FOUND REBAR AND Y41.OW CAP STAMPED "aNN INC PLS 14e12 .. ., " r `-, • 7 FOUND 1 f2" RF:FAR AND REP CAF' STAMPED -PLS R958S'" C1Jh'.*TEPI+ ZONIAdG (,_.t, t'.;t.,rfd!?A"+4 C.CTNING t...._.p 1 !r'1ARE'a11 ZONING C,,.t1 j s...UA. RE"iv CININ ,S"_?": .Cit- 1' r"a!'R'ENi''"C7,NYN fi-f:" (C` i:.t7;T G ' T Z ` ? 1 G.OT 4 I COU -ft.AN GRANGL. TIRST 'FILINGI (..0:.?t .ft EM�F-rr`°7!'^,t +.>��.�f"j, C_ ;� 8 FGuuCi CONCRETE, AND wAski£R STAMPED 'PLS x9586" r _ - r FS Rj r , m jxa i t C :V r^, : , i , a cT? RfTTF'f hL. Zd 05rE 5. 7' t_ �9l1rJh .. PAE 4 Nct:F..'7 TLh' .1C7 498% r »�.....C_....�. , 75,5...,."..._,.._.._ FIT C -Q ^A" :�.r. N. _..� _.,.,..,. _..: ,�.....L_.........._. _.,_,_._._.. ....� _....._.....,.,.. __..�..........,.._.. _,_.,.._."...w.. _..._. __ ... � • r3 FOUND 1/2" RFSnR aNsa FI1RouGFt 1--1 rm" At..UMSNUM _ _ _ JJ _._., .......,..�.�_.......,__.__"�_ „...,....�...NgR•4 ';\4"E DeS,+^r"...,.,_w.._.._._.....,_..,�_�_....Y.�___..__......,. 'T' 44th __ STAMPED k7.E1, & E"t) LS 2149 " (.r""-........._, ....... ... _._„_._.._......._.,..._" ..._._._...�......M... ...,_._..�,.._."..--____..__ WEST �._,AVENUE "-.-_..._---..............._._......._..._..._,._ ,-.E t�1x C 5EC c3 ! ?C FUUNC 3�`B" REBAR 1HROUGN tLLEGtBLE REG} CAP PURHr, RIGHT OF WAY WIDTH VARES axurc "' 8 • u FOUND 1,x'2" REBAR AND THROUGH t -t/4"` ;LLECCIRIX PDG GTA T/4 CiTRNDTT ' (- sEcr Vs a�%°"S. M asR, a" a„n _. .,.._.. ,,.... -- NtSRs'H LINE. St' f4., secTO" 23 _ _ _. _. ,... _ _ _, ..-...__r _ _ _ _ ,„„x cwt: +w ALUMINUM CAP a2&44 QtESxG4TD R_O,W. PER e.<x+saz ea euMr. c _ _ F SH WITH AsPHA T �P rvm, t RECEPTNAI Na. ADOPTS". R CHT OF WAY rDR 8.!zD D[x L7NA. Al aeeasa am AUENUC PER TIME sauARc suss ...,..•,. w•n••. ^-...- __...,. ...,._ �••. �• 14,00' AIXMtfCiNM1A. RIGHT ar' WaAY.... ,•,.I POO -04th AVENUE PER TOWN I CENTER NORTH SUSIPPSKIN XRB22. 1' i Fr.5i3' ANa r4a9' A0D4P1CmAi, RICNr.. 8 i Si?C R TRUE P.O.S. ar WAY corn toh AVENllt PfR .,0. CENTER NORTH !bRD r1DN ., ...,. ,_..,. i O' rs 4 '41'34" 19.99' _ ea N89 E Z �, 3 .». .. k.0 _.... _ S89 4 f 0' 1D fNY" V"lktTY $ '� Iw.... 4£f iIQ' X50"xY 5.0' SIGN ORAiNAC+E EASEN.p:NFe CASEMENT PER TOitiN PCR TOWN CENTER 1 f# CENTER NORTH SUSDN%S ON NaNIP SU@DSWsSn±tl t` TRACT # ^ SIDEWALK EASEMENT s DG PSCD TEMEMT � f f \AC 1 A I # ..RECORDER NOV.B 2012, ,aREGv^RCIA E 24 2012, ki RECEPTION Na. 20£21201R'i R£CEb"T N(} 2Qf2MAI17 &:QE) «'t. . SEE DETAIL, FOR SHORT VANCE STREET DISTANCE +,Q•OQ9 ACRm, CURRENT ZONING U -C. # t t LOT 1 R it 60,415 S F. ( 387 ACRES) CURR NI ZONINGMU-_C, 7340 W, 44th AVENUE ,e.,^'�}, t[P''^'''�l ,�J„ t( ^'^{(r^� �j�--q}� ...__. RE--PLAITED , TIME SQUARE S RONISION 1 ;QOr E>*Er'`'�}C' F° %Th&? 4I }} .�,,,� (y iS`L' C EPf #;?e`,+ NO, IR `OE1 S 4SX 5 } `+....„ .. REGEFnON ww. zaa2os4arY 9¢ k..,J P 1 3 I l.✓ j,(T .4 �. 1tl 00' .iD'00" DOTE- ONLY 1 AL1,- CU.IAR SUED tr S01c ( k^ `rs € FU F rCK 7C) f CUGE 4 T I 3 IS.' SHOWN S. CJ3 {. RT ( CC 1001 NO 82081495 t SUSGM55K}N C.tiFsREN€ ZONING PCU --C Y, I cvI I LOT 7 UJ L6 S`IAMPED "TRUE PLS 9996" 5U TAG -1.1-1 I i a ORA AGE CA$ ANT V f PER DUN CENTER k NOR H SUDD DN � f £x A,"' s. rr a L M _ ta.i a' m xs.Dc' 3 tt"'LEN CENTER ,NORTH d zl X50"xY 5.0' SIGN ORAiNAC+E EASEN.p:NFe CASEMENT PER TOitiN PCR TOWN CENTER 1 f# CENTER NORTH SUSDN%S ON NaNIP SU@DSWsSn±tl t` TRACT # ^ SIDEWALK EASEMENT s DG PSCD TEMEMT � f f \AC 1 A I # ..RECORDER NOV.B 2012, ,aREGv^RCIA E 24 2012, ki RECEPTION Na. 20£21201R'i R£CEb"T N(} 2Qf2MAI17 &:QE) «'t. . SEE DETAIL, FOR SHORT VANCE STREET DISTANCE +,Q•OQ9 ACRm, CURRENT ZONING U -C. # t t LOT 1 R it 60,415 S F. ( 387 ACRES) CURR NI ZONINGMU-_C, 7340 W, 44th AVENUE ,e.,^'�}, t[P''^'''�l ,�J„ t( ^'^{(r^� �j�--q}� ...__. RE--PLAITED �.f TIME SQUARE S RONISION 1 ;QOr E>*Er'`'�}C' F° %Th&? 4I }} .�,,,� (y iS`L' C EPf #;?e`,+ NO, IR `OE1 S 4SX 5 } `+....„ .. REGEFnON ww. zaa2os4arY 9¢ k..,J P 1 3 I l.✓ f U RE NT ZONING ANJ C w C u 111 • '3 FOUND C"NAI,tN Gl"tER AND t' BRASS STAMPED LS 36580 DOTE- ONLY MEASURED AND Na FD6.561A2 Trt ` zi _ _.. _. _................... .I...., .. ----------- AL...>`._A. ED D.... I 3 IS.' SHOWN S. CJ3 {. ._... b--RECGPPbN mm _ _ _R.,.. _. .. .,..,..,I. i i 0' ,_ a0' AC ESS oDre°'c AACE EAS Sasr I'"' .__"._... _..,....._...._.,_ ..�L..-. 4. t SUSGM55K}N ."•.." . �. __ ..._ __ ..." 589'47`iiTiv 280.05 � " f r I LOT 7 aG° AaCcss EASEMENT— 30' A CS 4 S`IAMPED "TRUE PLS 9996" 5U TAG -1.1-1 a ,. RPENr NO, ERE ri+9Sxa2 LOT y } ORA AGE CA$ ANT V f PER DUN CENTER k NOR H SUDD DN � f £x A,"' s. rr a CURRENT ZIIr.ING titU_C ( €4T Z m xs.Dc' 3 tt"'LEN CENTER ,NORTH d + CURRENT 0ALIN'G M C t f i rRr 1v1510N' i TOW,V CcNxER' ,O0,R hr SU CtVr>IC, 3 RE E:PriON rVO. 2011 D009f ' i I RECt P UNV NO 2011100989 Em SFAL t suDnlrr SYM REVtSNiN BY/'DATE DESIGNER PROD, MGR. NIA CHFGKED BY PRfii. MGR. 9 '6R—Arl AS Tf t1rr 14 PROJECT TITLE RE -SUBDIVISION OF GOT 1, TOWN CENTER NORTH SUBDIVISION CASE NUMBER MS -11_02 GADO POLE Y4 615m .@sg DRAWING TITLE _. SUBDIVISION PLAT 07/23/14 I - 46` 2 1 2 i 12 SOUND 7-t 4 YELLOW CkP. LU k . P B LLC PLS 36580 STAMPED " . „..---- ....,._......_. _..._,n,...._.. • '3 FOUND C"NAI,tN Gl"tER AND t' BRASS STAMPED LS 36580 ar M Pw�aY cCkR i e4 FOUND VERY FAtN7 CHISELED ”+.^ W CONCRETE „.T cc , E;ET PER CRASS PAN t SUSGM55K}N 15 FOUND YELLOW CAP. FLVSH WITH ASPHALT, r I LOT 7 S`IAMPED "TRUE PLS 9996" 5U TAG -1.1-1 a ,. RPENr • 16 FOUND 1-1/2" ALUMINUM CAP, FLUSH Wn4 ASPHAr„T, "t.S £x A,"' s. rr a 2279A WITS# PUNCH MARK AND STAMPCO m xs.Dc' 3 ♦ 1" FOUND 1-tJ2” BLLEOBLE ALUMINUM CAP, FLUSH i W'TH ASPHA T 3 ) • 45 FOUND Z" BRASS CAP IN CHISELED PLUS 1N CONCRETE µ S1,AMPED "CR MOORE & ASSOC PROP + CDR PLS x0445'. ``"` FOUND SECTION CORNER A5 SHOWN'{( }L4j-`t axe OR E9 HOUND LINE. -QUARTER SECTION CORNER A5 SHOWN` LLJ ( f` ••.. Id C) FOUND {SNE®SIXTEENTH SECTION CORNER AS SHOWN O'er iI LOr 2 CCARREN7 (D �j FOUND ANF.".SOOTY-FOURTH SECTION CORNER As SHOWN U? CT N75 } C - •• "' PROPOSED SUBDIVISION EXTERIOR BOUNDART LINE TCC 69 `tI ,i - EXISTING SUBDIVISION EXTERIOR BOUNDARY LINE PROPOSED LOT AND RIGHT -OF" -WAY LIMES EO,0TNG LOT AND RX3HT_.OT WAY LINE'S PROPOSED RIGHT OF WAY CENTER LINE ;,, "' # tr; l''e EXISTING EASEMENT CENTER LINE !OT _ .._ ..... _.. -. _ PROPOSES AND EXISONG EASEMENT LINE 1 C.URRENr SECTION SINE I ZSYCING R r '-x' Uj' ..,..... . _ _ ONi OUART€R" SF.r ONi LINE ONF-„SDYEENTH SECTION UNE A ONE-SIXTYFOURTH SECTION LINE i _e..... ,..". -._ _......__. ALI UOT SECTION LINE I Those certain Public Service Company of Colorado Utility Easements, document LOT 4 „ number 6466.9 recorded! arch 14, 3962, in Book .1456, Page 510, document number i NINC R I Ot7NG` R -_S 77438 recorded November Fd, 1963 in Book 2144, Page 746, and document number 250933 retarded Au as't 20, 2987,: at Reception No, 87707245 with the Jefferson County Clerk and Retarder have been vacated by seporat� dacnmenf at Reception Na. 2011097209 Em SFAL t suDnlrr SYM REVtSNiN BY/'DATE DESIGNER PROD, MGR. NIA CHFGKED BY PRfii. MGR. 9 '6R—Arl AS Tf t1rr 14 PROJECT TITLE RE -SUBDIVISION OF GOT 1, TOWN CENTER NORTH SUBDIVISION CASE NUMBER MS -11_02 GADO POLE Y4 615m .@sg DRAWING TITLE _. SUBDIVISION PLAT 07/23/14 I - 46` 2 1 2 BEING A PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE LEGAL DESCRIPTION; PRINCIPAL MERIDIAN, CITY OF 1NEAT RIDGE, COUNTY` OF JEFFERSON, STATE OF A treat of Panel be+ng those tracts of 10 it ,'to.rded at R..sotion No 200803596@. Reception No. 2008036968, Reccptiar Nu. 2009024759: Reception No. 2009083768, and a portion of Lots 3 and Lot 4„ Time Square S led v,'edeva in the City of Wheat Ridge.. Jefferson County, Colaroda as recorded under Reception No.. 82081495 of the records of .and Jefferson County, located in a polhoo of the West half of the Northeast quarter of the Northwest quarter of the Southeast quarter (W7{2 NEI/4 NWI/4 SE1{4) and the East half of the Northwest sorrier of the Northwest quarter of the Southeast courts, (E1{2 NWI/4 NWI/4 BE1{4) of section 23 Township 3 Rooth, Range 69 West of the 6th PM., 'Nifarson County. Colorado, trerng mere parpe.iorly described a8 fai9owa; COMMENCING at the Northwest corner of the Southeast quarter (SCl/4) of said Section 23: 1h" m S65`44'20"E a distance of 1165.08 feet to the 'TRUE POINT OF BEGINNING at the intersection of the South dine of the North half of the Nonni-st quarter of the Southeast quarter (Nt{2 NW'i{4 SES/4) with the West rigd-of-way line at the fifty (50) fact wPde Upham Street: thence S89'40'45"W on said South nee, a distance of 632.34 feetto the Southwest corner of said EI/2 NWI/4 NWI/4 Set{4; Dwace N0(TFI'OO"W an the West tine of said E1{2 NWI/4 NWI/4 SEI/4 and the West line of said Lot 3, a distance of 424.89 feet to the West and at the adjusted Eat rine described at Reception. No, F0460102 of the records of said Jefferson County: thence N89`41'34"E an said adjusted tat line, a distance of 291.05 feet to o pont thirty-seven and one --halt (37.50) feet West of the East tin, of said Lot 3 and lot 4 as measured perpendicular Intends; themcie N00'ix'59"W parole) to said East }r., a distance of lEh3,82 feet to a point fifty --two and ane -half (52.50) fent South of the North eine of the Southeast gaarter (SEI/4) of said Section 23 as measured perpcadlcuior thereto, thence Sag I4F'34"4Y {peke lel to Wald North ?fns, a distance aY 290,99 fast to the Wast fine of said Lot 4, thence N0G f k'OD"W an sold West foie, o distance at i4 OO feet to the South right--of-way line of 44#h Avenue and a point which is thirty-eight and one -hitt (38,50) feet "South of said North tree as measured aerpeadcuto {hereto, }betss N89' C 3i E parallel with said North Gee and an said Sou#h. rr ht- f_wav fire, , o drstonce of 328.49 feet to the Northeast Forms, at said Lot 4; thence SWI159"E an the East hoe of sold tat 4, a distance of 8,50 feat to the Southwest o."er of the trust of fend de- nbed at Broacher,. No. 67085220 of the records of said J.tfare.0 Chorus, the Fotkoweng three (3) courses aro an the Southerly line of sold truck of land; These.: t.} NIEW41`34"E a dastonce at 20.00 Fast 2,) N42"44'15"E a distance of 1916 lost d.) N89`41'34"E O distance of 50AtO feet to the Southeast corner of said tract of tared: then.. NWI 1'59"W on the East line of said treat of land, a distance of 3.00 Net to the South h# of-waV S meaf 44th A u.uand o point which is thirty i30 ,00) feet South of North tine at said SEI/4 as rntasurod psrpanlocuinr thereto; thence N8g'4 34"E Paranio with said North ,ro acrd on said South right--oh-way title, a distance of 2:10,44 feet to said West right-of-wor, tine of Uphoos Street; thanes SOITIV58"E an said West vght--o.-wea fay tine. distance of 631.05 feet to the TRUE POINT OF BEGINNING, and Tunitierno 7.852 noses (342,(f34 square feet) of find, more ar Inc. FLOOD PLAIN CERTIFICATION: THE PROPERTY DOES NOT UP WORN A FLOOR PLAIN AREA, SAID PROPERTY IS W 2014E X. PER FIRM MAP No, 06059CO2€4 E„ DATED JUNE 17, 2r NCi 3 BY THE FEDERAL EMEERGE.IIND MANAGEMENT AGENCY. DEVELOPMENT CRITERIA: E y{'4 CAR SEC, 2b—' AREA OF DEVELOPMENT TOTAL LRT AREA - 7.B52 ACRES (.542.034 S,F.} MAOM M BU DlNt: AND HARDSCAPE COVl SITE PLAN TO CONFORM TO M1 -C CRITERIA MAXIMUM BUILDING HEIGHT, 97 PLAN TO CQNF'ORM 10 Mf -C CRITERIA. BUILDING 01DENFADON: BUILDINGS ARE ANTICIPATED TO FRONT VANCE ST. V Al -40 BE IN CONFORMANCE TO THE. MU -C DESIGN CRITERYL, U WHICH ENCOURAGES BUILDINGS TO 8E PLACED CLOSE TO Q THE STREET, WY PARKING BEHIND. FINAL BUILDING CONFIGURATION TO BE IDENTIFIED DURING II SITE " PROCESS.. FENCRFG: ALL TENCING SHALL BE IN CONFORMANCE INCH SECTION 26-603 OF THE WHEAT RUDE CODE OF LAWS. S ALL SKiNAGE SHALL BE. IN CONFORMANCE WITH ARTICLE so OF THE WHEAT ROLE €:CtDC OF CAWS, LDNTIF,r: ALL EXTERIOR LIGHTING SHALL BE IN CONFORMANCE WITH a „R maM FW rot±qj»•�. SECRON 26-503 CIT"THE WHEAT RIDGE CODE OF LAWS:.. SAItDSCAAtNG: LANDSCAPING SHALL BE PROOOED IN ACCORDANCE WITH MU -C ZONE CRITERIA IN ADDITION TO THE OP'E'N SPACE REQUIREMENTS BLOCK Stab: THE MAXIMUM PERIMETER OF THE NEW BLOCK CONTAINING LOTS 1 AND 2 SHALL NOT EXCEED 1700 FEET BASIS OF 1313aV N89"41'34" PDX, r85'd ra CCR. SCC. 23 - .+�O\eS, }f s wngwr nm^a sa"+s A*. p+ f:"i ewram ee j "C m� t as:a:a n .r*. ,tn sa F:x4 cnnn ,axew+, @b 2 S, br t623 -"'f N89'38'9B"E til 4sim"ah" idt3.B2' 1 WEST 44th AVENtiE PT PIAN DMENT 2 E y{'4 CAR SEC, 2b—' M �l n saxs.� °Aa�mr x, z Ni81� "W d^�4'6Sa'r+ [-f.,a5S.i4 kaAt 9S'W't4."�e9*'•e NOTED kDESCIPLINE rr«. '1} a, r+ all. sruvyA rs V a4 U 2639.83'LA Q 3 II 1]1687` +3t a ax` 967,63' WEST_3E?#h AUENUE SEC. 23 ,k 26-, §t�.fRtW'flW �1 5'WM 4 A,: sw n'or +aha wont ilex.. m, a „R maM FW rot±qj»•�. S�^Ua 4sim"ah" idt3.B2' 1 WEST 44th AVENtiE PT PIAN DMENT 2 E y{'4 CAR SEC, 2b—' ANTICIPATED 9 saxs.� °Aa�mr x, z Ni81� "W d^�4'6Sa'r+ [-f.,a5S.i4 kaAt 9S'W't4."�e9*'•e NOTED kDESCIPLINE rr«. 1 ..-.._... MULP FAMILY .-...N,.54'S ....._.........�, R SL Nok, 2 MULCT FAMILY RESIDENTIAL- a, NCt.UOES ONDE ^WHND SI DRMYtA7EN ...-..�.�..__. 6ACkfTY,.,_... N/A _........--._ V _w........,.. tJ,5,3a U 2639.83'LA Q II sa rel: u.b . scci+w. a+ +3t a ax` WEST_3E?#h AUENUE OR m x933.74' SR COR 5'WM 4 A,: sw n'or +aha wont ilex.. m, rssae LOCATION MAP TIN 3 ART R OF SECTION SOI.JTNEAST f�i1 E SCALE; 1`-400' EASEMENT -AND RIGHT—OF—WAY DEDICATIONS.. REQUIRED EASEMENT AND RK,HT_OF-WAY DEDICATIONS REPRESENTED HEREIN ARE ANTICIPATED TO BE CONVEYED BY PLAT, SITE DATA TABLE: NTER NORTH PT PIAN DMENT 2 LOT USE ANTICIPATED 9 NOTES:. NOTED kDESCIPLINE IMPERVIOUS 1 ..-.._... MULP FAMILY .-...N,.54'S ....._.........�, R SL Nok, 2 MULCT FAMILY RESIDENTIAL- -. -box - 90% NCt.UOES ONDE ^WHND SI DRMYtA7EN ...-..�.�..__. 6ACkfTY,.,_... N/A _........--._ _._..__. x RE90ENTIAL UNCC OKI, 1-800-922-1987. 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU OIG, GRAND OR EXCAVATE FOR MANKIND; OF UNDERGROUND MEMBER UNITED WESSON SOLUTIONS, INC ADELAIDE NO RESPONSIBILITY FOR UGLIFY LOCATIONS. THE URLITTES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST RAVLAKE INFORMATION. IT Is, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL YRUTIES PRIOR 10 THE COMMENCEMENT OF ANY CONSTRUCTION, 69 QUEST OF THE 6TH COLORADO? SITE PLAN CHARACTER AND ZONE COMPLIANCE. The fears of this forempt plot, application is to Pmvtdz A Reason dire preset outline for the raderiagn M of issouseq Eats that are curuhuN owned by Renewan Wheat Ridge.. The suds -lob vostcm is to be a pedestrian -f lewdly vnball center, prmedng runs and conseen d "Hent. to the SocaS cAmmunriy. The Oreo was recently veonect is lelzed Use - Common+ad (bill -C).. The daaftlalm+ant is planned to hose:"asd 'tar a nannies that o Consistent with that esfitested b4terla. Drahs meat o occas In phases, as the ono idmt lots created in eoateactron with this camceo and nd aubselownt sumsillan a,a used adeviespied rndomfidBMty, in caruchance with the Guy's Sit. Pion Present, Albs"et public strea€s ON 44th Avenue to the north and Upinnm OF to the wort) are pa""4 to be imgnoned to current standards with ornen,ty zonae. and detached edewatks. Undw+ghlonding of the overhead utility lanes on these Rook $treat fmmtmes is for -tad, {donned to asset by Wheat Badge Pubtia `Martie. Oatadis us ar41ng the loan aonftgurat"son at tea ddentlfed kits are ratarborafy omitted from lids Coactpt pMn in the interest at prove, €IestbiNy i, Yours est and though., RvOrivnents of the €lholl der,+skrpreent ae related to access, ashos bol open space are xod" ora addressed ,n genial focredn, DRAINAGE CONSIDERATIONS: A Final Drainage Report -III be provided ,n aanjumlim with the Refined S.Niniaion Appicapin.. DARK ran one Water Quality requrements far Lot t, Lot 2, and most of Cot 3 wilt be Arrammadated in a Rwglatns reality that will be constructed an the eastern pintiN, at Let 1. The ffeyst, crazed an Lot t may be on undtrgrou,d fadisty in order in Hosueze dihslatable alto, A portion of Cot 3. appro-onsitely 054 Acres an the western edge, wilt > N be required to drain to the Regional Egoist and will be allowed to flaw earth to 449, Annual per the historic pubs-. The fins# design tar Itharn water detention and water Quality for tot 3 wit9 nest to comply, wdh tat tl'fat Drainage Rtoret And is subject to approval by the Departmeat of Plinio Works. Alt docieaga imxprcwMmnntr wilt be dove�ad In Can) uncPan AD Urban Drainage ThideGnes. D OPEN SPACE CONCEPTS: v ce Open space I Be sonstdarad from. ate an aggregP.rspestove to, the Errol dawtPagwvnnt ciao Pan gA riot meet at a muistrum the outu meats found in the till -C ,cane district is help -at these nV aiawmeate, it is sub,opatad Agan apace wttl be Presided as frofaws • Lot 1 - Will arta,} green spore, osmooted with the Rachel., arae of the budding. Lot 2 WAI provide tar an aPPloroultw 0.11 acs. piss{rea+men4y 4o"a" area. + Lot 3 - 6td1 provide for a Par, scare or pWaa of doprmxrra}ety 0,15 acres which wilt be betegrated is prolac ety based on the final Wardlum use of the tat At the h- of its denslarlsnt, This open space will be nom -contiguous' ands of high-quatity design and serve AI ou arnnnrty and focal point for the enhrr des -Pow" area Theses open scare demre are Flooded in addition to open space that is denN.Ped incidentally with the use of modem design Principles it ended use -oho auscAs. Futwre diontedrnert should connect the street nrtwrrR ganen?ly er a grad frenum nth pedestrion-frendy deoign, isciudirsg sidewalks and arcocnfty Zone$ an ail new "frosts, Internal Traffic Finoilsthers with p+orrdify occur ria the Verne St, caseinuth s, soof its rsaLem Atgnment at W 44th Ave A traffic slgaat maY be aeanstHsawd oa port of the f+nai canHge,doe, of the oubdualen of the Varnce 9t{W 4Gth Ave. mtersesttun. on the south edge of the dmossm nd, W. 43rd Awe. of be soratwriod to forson direct access between Vance OF, and Upham St, East -west access between the at Bank tot and Vehicle St will be encouraged with the fend aonhgunataar, of Cat 3, Althoagh school dmeign options exact that will allow for flexabRty ns CAo1V she plans fir that art. The existuorl aorth{soeth area&- Ve the hasten edge of Lot 3 with formic aperot i nae -Di ,t is integrated appiapHokely with the fund Into: plan of Lot 3.. The Vance St Right--of-Way, has been estanded to the sauihern boundary of the devalopmaort for poterdtol future extension to the south, A soutttaTn extensian at Van" St. and/in ole -son tri the welding vgmmsresot center is not planned wdth this devwtapinent but is emoreaged tar after future devetepment to the South - POTENTIAL PHASING AND U5ES- Development on the site will be Record based on the devaioprne d at irdwvd o leis. Site Plans ka"offort the daseMpment data"ts of each tot wort be Roselle by lrrdivbdaat users in conformoncr with the Cites established zoningcriteria. this Concept Fmra rad the ex shnq Site Ross process, Arahiffel. al elements and deedropu1ent of individual sats are not Intended to be Hol sed as port of the Crneept Wan. The summary of Fortune insladsd below is Preludes to shave the anticipated path forward wfth future pad site deasopment. t Norte^ -Forney Housing Unto se + ineudles underground stormwoHn tansty fill the svb¢irowan. « Par" wIII be $crime-feskul Mutt: Faoaily Housing C.-P4ex. Parking for be sulfas. -parked.. + tncCudoe green space as Identified octave, • Mutt Fam4y Housing Complex • App oximotely 6OS3 aq it, retatt, Parking wit! be rounfre-parked.. Include. green space as identified scene. VICINITY MAP N.T,S, OWNERS. THE BELOW SIGNED OWNEBOD OR LEGALLY DESIGNATED AGENT'(S} THEREOF, DO HEREBY AGREE THAT THE PROPERTY tEGN.tY DESCRIBED HEREON WILL BE DEVELOPED IN ACCORDANCE WAIN THE RESTRICTIONS AND CONOTTIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE RETAINED BY LAW I (WE) FURTHER RECOGNIZE THAI THE APPROVAL OF THS CONCE.'PS PLAN DOES Nor CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-12f OF THE WHEAT RIDGE CODE Of LAWS. dCRd5t9 0AY}S .­­-- CHATRMAN OF WHEAT RIDGE LAGAN RENEWAL AUTHORITY STATE OF COLORADO ) ) SS cousfy OF JEFFERSON' ) THE FOREGORD INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _-.-..-_.DRY OF ._.,._..,.__..- ASI. 200 8l( —_-...,..,—^ WITNESS MY HAND AND OfTICtAt. SEAL.,, MY COMMISSION E)OTITS'. NOTARY Pit82tC_.....-._...,.......-.._..._.,. ; CITY 24� {{�RiIFiATI O N APPRCVSD THS GAY OF _._,m,. BY THE CITY (IV` WHEAT RIDGE, ATTEST: COUNTY CLERK AND RECORDERS CERTIFICATE: STATE OF COLORADO ) ) Ss COUNTY OF Ar ERSON ) i HEREBY CERTIFY THAT Tit}S PLAN WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, Al" __O'CLOCK M. ON THE DAY" Of` ?.Ott A0 95017- PACS JEFFERSON COUNT' CLERK AND RECORDER DEPt3FN APPLICANT: WESTON SOLUTONS, AD_ 6N BEHALF OF RENEWAL. WHEAT RIDGE N04LAS MOORE, P,E., SENIOR PROJECT ENGINEER WESTON SOLVTXINS. INC (WESTON) 1435 GARRISON b`1., SHITE 100 LAK G, C0 80215 ry+Clip?ami.Crapra�wp}tanSVt"JtpArr3.Can, mom WCP-Toll WSP-7;3-4 WSP-i 1«tat WCP--ST-Li MS ti -02 WE 10--07 MS -82-09 MS -81-D9 WZ-81--19 W1-77-22, am SEAL SUBWTTAL 5{23{1. RE-SUOMITT.A+ Ci.P W 6/14/11 { {1 RE-SUBMiiTAt - CUr �7fi4{tt RE -SUBMITTAL. Ci,P —-- AMENDMENT ._._ 7ja2/t# AMEN ........ Clf� 8)29{t3 AMENDMENT I .._._..._.._.... 05/02/1: AMENDMENT 9{23{t+ RE'ViStCFN BY/DATE MER ' PRIM. MGR NM I Cap ( 7{22{1 I 7707!CT Ila, rrwwwww IS BER TOWN CENTER NORTH CONCEPT PLAN AMENDMENT 2 CASE NUAbBC:3t..._m__n_,_...._ WC€°- 11 1 --Oi CARD FILE NTER NORTH PT PIAN DMENT 2 E._.,...._..»._._ NOTED kDESCIPLINE NC.-t�. OF r. T - OWN CENTER NORTH CONCEPT PLAN - AMENDMENT 2 AN OFFICIAL CONCEPT PLAN IN THE CITY OF WHEAT RIDGE BEING A PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO U IT FT V _" WATER L. mmD Occumlft TO^ w -mmnosm an ONE 1 1") IN V 2 Tk*. R-CrnF `A- _4_ ----- — . ... .... .. E Ix.7 N4T44'j5_ ... ... .. .. ....... ...AV&- - TIN, . .... mr O, NW41 TRACT A NOIR OR IN NIT A Ww" MEMDR: R -C NAWLT DPE DWVEW I T SAN B0,4O15 OR I SC iyI W,", Eoru XISTING PANDA KING V, ZONE MV 3 WE7 M Oy VN" S j ZuNt .11 To WAREW voDom tt� -I Pwl STORM POSER PARKA'! I, C7 41L, It EXISTING / W' AAAS� CAM) V ACUSS OW IST BANK F, BRICK BUILE et MatC AVOW ZW t Af a) mx-awmms DMWM AS F,F�=5408,80 OROOGE EASEW I - PAW Of Lei A sm KAR w: ------ T -T 7r O WVN� � H tILVI�j ............ AlU C I =v ce TV V_ wivam I* sEfAmn SIR C, a7v L; 2.,z"z, V ... . . ........ . -7 -I _7`77 �-J 441--la- wRNm PAK A % 4, N ' AS FMT Of OkIR, TA qkN 4 st LOT 3 .... ... ... . 20,879 SY, OR 2,.775 ACRES 00SMES P*Rxwc D. U� SE I ERE : J '/ TE RSADNPAL MI)LN-FAROLY HOUSING 'A ONE MU -C 7 �j No i I ry utmw PAR' OF LORT I A� FAKM (,*EWN' J� NE NK REC 40 ErSTA4 AmEm Tn IRMus k i L EXISTING AMICIS d li- RESTAURANT ZONE R­� WINT nNoma AND C ­ Cal I COMMA EwmNT CARMDO X, 40' 0 40' 80, EXISTING COMMERCIAL Pact rzl DEVELOPMENT SCALE. I'=40-0' 1435 Gauison St-, #100 ' ""*w d 0 $0215 011, �3d2lo�121,15100 ZONE -PRONOSVI L ox 5' vy, Aw EA%KW t4 7T R - 2 IN Ir ttR I Sr ITT x m:j z z DRAPAOF 1ASIMOR ls ::0 1 > 2 RE-$ 6/i4 11 CLP RE_SGNMMAL IK WA&M ON $0KIIIAT SITE KAN -By UTW."OCLP 4 RE-SAIAnk t. 2 L/iL '1 2 AMENDMENT 6 AMENDMENT I --ap Ex mw LOT 2 7 AMENDMENT 2 47,951 SY, 07/7x/14 OR Re -T /PATE 2,249 ACRES Sym MULP-FAMILY 40USING If I L ZONE DESIGNER FRICJ. NOR. ZONE MITI -C I R-2 _M CHECKEFW—A-C PROJ, MOR, E m. RAFTER DATE CLP 7/22/11 TwN vws) L,' !s gnu A a E TOWN CENTER NORTH CONCEPT PLAN AMENDMENT 2 ws� w v umw w TTo cuAmT STmwm w'o D O. NUMBER, momm LOT Lw 6, IRWISIOMEWAS 6' SIDEWAY I CASE NUMBER wcp- I 1 -0 1 CADD rttl zoPILE DRAVNG P TOWN CENTER NORTH I_— T__ X, CONCEPT PLAN J­� AMENDMENT 2 �_s` wrm/AWWM POINT OF NO SCALE EXISTING RESIDENTIAL BEGINNING I "Afi, 510 ' _ 40' IND,, pw ZONE, R__2 NO -2 $HECT 2 2 STATEMENT OF PROPOSED USE AND COMPLIANCE NTH ZONING WHEAT RIDGE TOM CENTER NORTH APARTMENTS IS A PROPOSED SO UNIT AFFORDABLE SENIOR HOUSING APARTMENT PROSECT WITH ATTACHED RETAIL SPACE. THE PROPOSED PROJECT IS IN COMPLIANCE WITH THE MOO ZONING IN THAT IT IS AN ALLOWED USE AND MEETS ALL Of THE REQUIREMENTS OF THE. ZONE DISTRICT ANOAOR ADMINISTRATIVE ADJUSTMENT (S) SPECIFIC TO THIS PROJECT. GOT i OF TOWN 'ENTER NORTH SUOINVIStON, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLOFO00. RECORDED NOVEMBER?, 2011 AT RECEPTION NUMBER 2011100989 LOCATED IN THE NORTHWEST OUARTER Of THE SOUTHEAST QUARTER., SECTION 23, TOWNSHIP 3 SOUTH, RANGE SO WEST OF THE STH PRINCIPAL MERIDIAN, CONCEPT PLAN COMPLIANCE ALL. DEVELOPMENT THAT IS PART Of THIS SITE PLAN $HALL CONFORM WITH THE TOWN CENTER NORTH CONCEPT PLAN, AMENDMENT ONE, ON RECORD AT REC.. NO. EXTERIOR LIGHTING ALL EXTERIOR LIGHTING $HALL COMPLY WITH SECTION 2&= OF THE WHEAT RIDGE MUNICIPAL COD£.. A PHOTOMETRIC PLAN WILL BE SUBMITTED AT TIME. OF BUILDING PERMIT APPLICATION. SITE ANIS BUILDING SIGNAGE ALL SIGNAGE SHALL COMPLY WITH SECTION 26-1113 AND ARTICLE Wi OF CHAPTER 26 OF WHEAT RIDGE MUNICIPAL CODE. SITE PLAN LOT 1 OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER„ SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO VICINITY MAP 1-2030, THE BELOW SIGNED OWN04S),OR LEGALLY DESIGNATED AG£NTIS) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED IN ACCORDANCE 4MTH THE RESTRICTIONS AICD CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERVWSE Be REQUIRED BY LAW. I (WID FURTHER RECOGNIZE THAT THE APPROVAL Of THIS SITE PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26.125 OF THE WHEAT STUDS CODE OF LAWS.. TOWN CENTER NORTH APARTMENTS, LLLP, A COLORADO LIMITED LABILITY LIMITED PARTNERSHIP BY. WAZEE PARTNERS, WRTCA, LLC A COLORADO LIMPTED LIABILITY COMPANY, ITS GENERAL. PARTNER BY: TYLER H. DOUwS.. ITS: MANAGER STATE OF COLORADO ) {tfi COUNTY Of JEFFERSON I THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF , A.D. 20„_ BY- WITNESS YWITNESS MY HAND AND OFFICIAL, SEAT... MY COMMISSION EXPIRES':. NOTARY PUBLIC CITY CERTIFICATION APPROVED THIS _ DAY OF BY THE. CHY OF WHEAT RIDGE. ATTEST OtRECTOR OF COMMUNITY DEVELOPMENT KEPHART 2M WALNUT STREET , D€NVER. DCI 80206 PMO SV447 KEPHART CONTACT. MR. DOUG VAN LERSERGHE ... 317E CSATA fiA�LE ,TONING RE{AWR@D W.ED USE C...IROIAL IMU^C) (9F) VAI} 66 •••• .TOTAL kRBA.Of PROPERTT � RbAxS 4dA8 REDU#x24»M .._�....,.,....._,...,...,..._ COVERAGE 48Sw9 GROSS11.11AREA � NT.asa aARAsaF ewr,„, aasr ..n. GROSS IF GROUND FLOOR T4TAt6 CLW6RAGE :B,ffii5 dl,6X SF 8U6sOTAt LAR W4DO,R OPEN SPACE PROVIDED REQUIRED NIkMBEROF UN€!S LSC! IS) On CAI as.8 ti3Aml 8,07# LIE'S SBA DV TOTAL w@ GAPED UN.PSCAPED 'a'"? ].1ik ASA 2R Tamft EO HARDSCAPED 2.876 T6TAA UPE# 6RAC[ CS,SBT i.Yn MN2 IBA t}F TOTAL $tTF AREA PARlCENO BtiMMARY PR D RE{AWR@D TDTAt FARKNitt 66 BCYCLE PRCN IED..-,... REDU#x24»M SPACES GROSS11.11AREA � NT.asa ,..r,... 11 GROSS IF GROUND FLOOR RBST NiA4 t8.8M SF 8U6sOTAt LAR W4DO,R I8,5M 8f NIkMBEROF UN€!S 96 DUI. DENBCi' as.8 owAc S • w ENGINEER ..�.. REDLANO p� BRITPNA DESPGN GROUP WX SOUTH WNCOLN STREET, SUITE 20& RIE EqLA �' TWO R CQ�EW AVENUE, M210 17201 2fEU6763 (303) 456,2847 1 }++r, „( ,q UTTLETON,CO.80122 r (L..fi "it!k a" CONTACT MR. FRED TAFDYA CONTACT: ABR. BOB OQUR€ P$d$ITBNA. • M I i s LOT 3 TOWN CENTER NORTH SUBDIVISION u' s I3 Ii WHEAT RIDGE r NORTH APARTMENTS SITE PLAN LOT I OF TOWN CENTER NORTH JON LOCATED IN THE THE NORTHWEST QUARTER OF #MERIDIAN, "p 3 SOUTH, RANGE 69 WEST OF 44TH AVENUE (R.OY/. VARIED) ARCHITECT 2M5T ' 295.5 WALNUT STREET DENVER Co 9"0205 DKO) 832.4474 K R p A R T CONTACT. MR. DOUG VAN LERBE:RGHE REOLAND ROSS SOUTH LINCOLN STREET, SUITE 206 LITTLETON CO.. 96122 /' N2`P 299.9793 •,•.+«. � CONTACT: Mat. FRED TAFOYA EXISTING LEGEND EXISTING PROPERTY LINE —EXISTING R 0W. �.... .-. .-- EXISTING EASEMENT »-. -- -^-.-. SECTION LINE .. ROAD CENTE.RUNE ..,..,..,...„.._.._m.....�«,...,....w.. EDGE OF PAVEMENT CURB AND GUTTER CONCRETE _.. -.. FENCE DEFAMING WALL EXMI0,16 WATERLINE .,_....,.�,. _...�.._. EXISTING SANITARY SE1IER III121GMRIC!ItYICiM9K9K98Rw EXISTING STORM SEWER _.. ...g„.._...... g._ ...,.. EXFSTINGELECTRICUNE _- EXISTMOGA5LNE EXISTING TELEPHONE LINE EXISTING FIBER LINE EXISTING STREET LIGHT PROPOSED LEGEND PROPOSED PROPERTY INE: ----u------^^^^--^— PROPOSED LOT UNE --•---» —^---''°'. PROPOSED BUILD TO AREA PROPOSED EASEMENT «------- —-----^,. PROPOSED ROAD CENTERUNE PROPOSED CURB AND GUTTER PROPOSED SPILL CURB PROPOSED SIDEWALK PROPOSED STORM SEWER -w.»._....�.}.........--.-^^.-^. PROPOSED SANITARY SEVER __W— PROPOSED WATER UNE PROPOSED MANHOLE PROPOSED INLET cc PROPOSED FLARED END SECTION w PROPOSED FIRE HYDRANT PROPOSEDWALL. .....« PROPOSED HANDRIOL —x—X— PROPOSED FENCE ._.........„.,.._.®.._r,,..,..»:a..-k PROPOSED CONCRETE UPC q,747,40PROPOSED PAVERS PROPOSED CONCRETE. PROPOSED CRUSHER FINES PATH Sl3HTTR9ANGLE ... POLE. MOUNTED LIGHT STRUCTURE MOUNTED LIGHT t6NOSC&PE ARCHITECT OMTRIA DESIGN GROUP IWO GRANDVIEW AVENUE, #210 /'y ARVADA, Cil 2 2 f30IS 45&289r CONTACT. MR. BOB COURT ORMNA r SANITARY SEWER SERVICE TYe WATER SERInCE LINE 4FtRELINE'Pt 3 ii - rzlm� allmiffm LOT 1 OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORThVVEST QUARTER OF THE SOUTHEAST QUARTER, SEC77ON 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO w, 44TH AVENUE UROW VAFPFS) PROPOSED —SIGN, swuh, PROPERTY EX- Ir GOP T To HE REMOVED LINE LUG AT MH WALL (rYP I 279 w an, 029sm KEPHART 2M WALNUT STREET of DENVER, CO.Box$ ISGE W2,4474 KEPHAERT CONTACT MR DOUG VAN LERSERGHE avre �t NEJE REOLAND em SOUTH LINCOLN STREET, SUITE 205 JZ7E LITTLIETION'co 60122L'OGI 28"783 CONTACT MR PREOTAFOYA u-simmmop9mi EXISTING PROPERTY LINE E)USTMO R.O.W. EXISTING EASEMENT SECTION UNE ROAD CENTERUNE EDGE OF PAVEMENT CURB AND GUTTER CONCRETE PENCE RETAPUNG WALL —W—, EXISTING WATERLINE EXIS14NO SANITARY SEWER j3M*WK*XWXj=:2 EXISTING STORM SEWER EXBVUNG ELECTRIC LINE EXISTING CAS LINE EXISTING TELEPHONE LINE _--ARM— EMOTING FIBER LINE EXISTING CONTOUR MAJOR --- EXISTING CONTOUR MMOR PROPOSED LEGEND PROPOSEDPROPERTY LAID PROPOSED LOT LINE PROPOSED BUILD TO AREA PROPOSED EASEMENT PROPOSED ROAD CENTERLINE PROPOSED CURB AND GUTTER PROPOSED $PUL CURB PROPOSED VDEVMLK PROPOSED STORM SEWER PROPOSED ON-StTE PRIVATE STORM PROPOSED STORM SEWER BY OTHERS PROPOSED SANITARY SEWER PROPOSED WATER UNE PROPOSED MANHOLE PROPOSED INLET PROPOSED FLARED END SECTION rIr PROPOSED FIRE HYDRANT PROPOSED SLOPE ARROW Am PROPOSED SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED RETIMIUNG, WALL PROPOSED CONCRETE PROPOSED CRUSHER FINES PATH .-HT TRIANGLE POLE MOUNTED UGHT 0 STRUCTURE MOUNTED UGHT • I 8RqINA DESIGN GROUP FOOD GRANDVIEW AVENUE #210 ARVADA,C0 "GOSE tS067 R58,2S67;D 13 OF 11 CONTACT MR 9OSCOURt BRIMA WHEAT RIDGE TOWN CENTER NORTH APARTMENTS SITE PLAN LOT i OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CO CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 0 LEGEND �u SHADE E TREE #. sx 2 PP 5 PA ,,. PERENNIAL MIXBSD . SPA B PA 14 ICA FENCE (TYR) 4 :s Dg ` .« ( * ) ORNAMENTAL TREE �""" a* 2 MR 4 SD .. _. .._ 4 �R 1 RA � SIGHT D#STANCE 4 TRIANGLE SIGHT DISTANCE'. ,,•� 8CA0 SCS PERENNIAL MIX TRIANGLE EVERGREEN TREE 12 HES _ p SHRUBS & ORNAMENTAL GRASSES SIGN � k PERENNIAL MIX ` S PP 4 PO 2 CC 1'i PA SPA 3 J$ a TURF �. 3 SD 4 BD 2 GD j 4JS B CS SCS '2 PP 2 PO STEEL EDGING 2 CC ,®....._.. y ' METAL EDGING i s 11 PP i3 I t .x,..w.,..,.. TU RF (TYR) 4JS e BCC COLORED CONCRETE 4 PC 3 RD PAVERS B CAO PERENNfAt I Mix ! FENCE 4 SJ 3 CAO k S CAO 26 RK DOUBLE GATE y h. y 4 CwAO . 8 HES 50 STB =mTRELUS ON CRETE PAD (8) 4`xS' RAISED _jSI I PUiNTER ¢� f ool -PERENNIAL MIX 1 GT , 4 ;1 GT ,r 2 & ION AO Z C (4) BENCH, TYP. _. B CAO i k � a i ' �.._ . ' 1 GT w 10 PF ya. t x 3 ,, �%C ) 46 STS � . GN O! CJ O, .SIGHT DISTANCE B kiES 6 TRIANGLE I <, , I 1 GO OCC W6 HES W . t 7 ICRPERENNIAL MIX" P # PERENNIAL MIX ,.,._.a,.�_.....--. 1. m, .a <C PLA 0. P N !P' rt a RAISE CRU Uj CLP a �. CRUS FINES (TYP iC a K 1 � d E d CL r= LIJ Li.F �F! , a 1 4 S a \ rg �q{ Ft � ilYYl/ 3 r. v C i .4:« .. ., ... ...... r f < rr 0 h- ARCHITECT ENGINEER LANDSCAPE ARCHITECT r NERHART - REOL:AND q� AA. gg IIRITMA DESIGN ORIUI2SSSO'ALNUT STREET « SOUTH LINCOLN STREETT,. SUITE 206 � 'l t V � 76MGRANWIDNAVENUE.9250'OENVER CoW20LITTLE10N, GO W122 ,,. ,v�v.ayn* ARVADA 00 11 (303 6324 74 E P A. (720)263.6768 b ,�...v.,�,,..,,.,,.0 00244s6.266x CONTACT MR DOUG VAN LERERGHE .,n „ CONTACT MR ERECT TAFOYA � b CONTACT MR 606COVR1 BR#TINA ,, utairtias,. til and ma fno ly res: selon, You Dig, Do not valthilly proceed verb, construction as designed when it i$ Obvious that unknown obstructions and/or Wade differ exist that may not have been known during design. Such condrifora, sheil be immediately brought to the attention of the General Contractor and Owner's Representative. The Landscape Contractor shop assunTe lot responsiolity for all necessary revisomi due to failure to give such notification, 3. If conflicts arise between size of areas and plane, Landscape Contractor to contact Ownees Representative for respulion. Failure to make such conflicts known to the OmWs Reptasornates, will result in CONtracw's kabifitli to relocate malemg& 4. The Landscape Contractor shaft natty O~s Representative 72 hours Prior to commyricement of work to coordinate protect Inspection schedules, 5. Landscape Contractor shaft Provide per unit costs for every size Of plant material, and by "a " called out on Planting Plans, UFA cost to include the plant material installed including ail tabor, equipment, amendments, wNurrits, and other materials as detailed and specified for each size, 6, it is the Landscape Contractors responsibility to furnish paid materials ft" of pests or plant goegaes, Pre -Selected or fagged, rotational must be inspected by The Landscape Contractor and be certified post and disease free. it is the Landscape Contractors obligation to warranty all plant material W two year$ after final acceptance. 7, Landscape Contractor shaft be responsible for any coordination with subcontractors as tethered to accomplish Panting operabOns. & Provide matching sizes and forms for all plants used for hedges, Space equally as called for on plans. 9, All plant material shall be acclimated to nearest CONCRUMS for frimmurn of 8 months before planting, 10. Obtain an agricultural suitability anceysiS Of the site suit from an accredited soils ad"Ory at the Contractors cost The analysis "I verify the suitability of " existing soils, "yze the existing sell texture and rOCOmmand additional mf amendments beyond those specified. Additional amendments recommended try the antaysis beyond those specified "it be an additional cost A minnium of two (2) samples shah be taken from she site. Location to be determined by The Owners Representative. The soil amendments currently specified will be the minimum Incorporated, Test Aqency. Colorado State University Soil Tasting Lab, A319 -NESS, Fort Collins, DO 60523-1120 or other reputable lab, WHEAT RIDGE TOWN CENTER NORTH APARTMENTS SITE PLAN I OT I OF TOWN CENTER NORTH SUBDIVISION LOCATED W THE THE NORTHWEST QUARTER OF i6g,;�o U TH, RA All G E 6 9 WES T 0 F THE 6 TH PR IN C IPA L MER 101A N go ............... 11. plant names are abbreviated on drewing$. See plant list for key and Classification. 12..Final location Of at) plant material shelf be subject to the approval Of the Owrat"s Representative 11 Apply 4 Cuble yards Of Organic Compost Per 1,000 square feet to all sodded lawn and seeded areas. 14 Incorporate amendments thoroughly with top 6 in, of soil and bring amended soil to finum grade and elevations shown on drativings, Do not work soils undarr frozen or muddy condition$ 15. Approved Soil am its: A-1 Organia - PPOCORd, or Premium 3 16350 VVCR 76 Eaton, 00 W615 (970) 454-3492 16, Do not commence emending of Existing soil P= to acceptance of finish grade, 17, All Flaming bad areas and "a plantings YAP receive a minimum of 3' Of match. The contractor is responsible for weed Control on beds and $eeded areas until final stated aCOWSPICA. 18. Tree plantings and painting beds wiff be treated with Diehard transplant (Trees) and Diehard bad prep (Planting beds). MirOrrhara inn"Oplants installed at the rate recommended by the manufacturer. 19 See details for plarding requirements, materials, and execution, 20etGuy at tra" as Par POW for a period of one year. 21 if arrougla, we specified on plans, the landscape contractor I$ to submit a 651 Of seasonally available annual$ to be used to the Ownees Reprosentative for approval, 22, Ground Cover areas are to be triangularly spaced, unless otherwise ~ Of noted on the plana, 23. AN utility easements ord emErgency accesses $haff remain unobstructed and fully awessible along their entire length for maintenance and emergency equitimiNA and YaNdes 24. Contractor is responsible for restoring sit disturbed landscape grass and repairing any damaged Rogation components anctior hard scape Paving areas due to Construction activity - 1301 so=* 2- ALL TURF ARE�AAS UP ANDIOR ROTOR SPRINKLER SYSTEM, 3. ALL PLANTING BEDS To BE IRRIGATED WITH AN AUTOMATIC DRIP IRR*ATION SYSTEM 4, ALL IRRIGATION e. CONTROLLED VVITH AN AUTOMATIC IRRIGATION CONTROLLER WTH RAIN SENSORS, ENGI NEER Deciduous I E N9949�h M F O.andv D_ --s Trees OENVER'C. 80205 '3001832-4474 LLE�HAR S hT Botanic N mon Name- rze ad onnio, m, Botanic N Name Size ---�P�� 3 PC Physocarpus opulifollus'Diablo' 5 gal 4' O.C, 9 GO GymraK:=Ae`PGN`sd 2 112, cal. As Shown Purplisleaf Ninebark Espresso Colleatree 2112" cal, As Shown 3 RK Rosa k Out Double 26 GT Gledaws truicanthos inermis'linPOrNir DoubleKnocKnock Out Rose imperial Hoverykicust 2 I121 cal As Shown 4 SJ Spires japonica'Anthony' Waterer'5 gat, Tox� 12 OR OuerCull, rUbrs Norlhern Rod Oak Anthony Waterer SPubs Eve.. ,tan T. P--als ra. Botanic NOMWCOMmOn Name Size JS jureperus scepuforrurnMedore 7 get, As Shown 14 54 Mixture Juniper 6 ASN Astor noveganiquie *Purple Donns' 4- pots 12'o,c, pp pictis pungens 'Baby Blue Eyes! V ht As Shown Now England Purple Astor Baby E3_ eyes Spruce COG coreopsts grandreora 'Sunlay, 4- pots 17 O'C' 54 Survey Conw3sat 0—M—er" T—$ ECP Echinciares, purpures 4- pots 12oo, 54 MR MaiusJFS-KVVW Royal Raindrops Royal Raindrops Crab 2" cif. . As Shown 3 purple Coneflower HEN Mem erocatis "stella de ore 4" pots Ir O.C, 54 PC Pyrus PageryanatChantclesie 21Z Cal, As Shown 6 Dwarf Gold Delffiry 4- pots 12'00- 125 Chatilid"r Pear STS June, Ever, Day -neutral Strawberries Strawbernes 929duou$ !Eve n Stnabs O_m--tal Gasses BD Buddele davidii'Adonis Btue' 5 gat.4' o,c 21 CAD Cgranagroses acurtabroKad Foerstet' 1940, T Go. 47 Compact Blue Suderfly Bush Feather Reed Grass CC Caryoplans x Knight 5 Wil, V O'C' 29 HES Holicletrichon seffiferviRms I gal. Iff'o'c' 32 DIRN Knight Blue Mist SPirea vens, Blue AGrass GS Cormus stoldnifirra'Farro! 6 gat. 4'o,c. 27 ICR imperials cyffindrics, 'Red Sam' 10 IV' O'C' 21 Arctic Fire Dogwood Re Baron Japanese Blood Gross PA Pic" stries'PuTryte 5 gal. 4' O -C. 31 GLISSU Dwart Norway Spruce 6 00, 21 Turf Sod PF Prunus 0`1140050 so, Dwarf European Cherry. 2- ALL TURF ARE�AAS UP ANDIOR ROTOR SPRINKLER SYSTEM, 3. ALL PLANTING BEDS To BE IRRIGATED WITH AN AUTOMATIC DRIP IRR*ATION SYSTEM 4, ALL IRRIGATION e. CONTROLLED VVITH AN AUTOMATIC IRRIGATION CONTROLLER WTH RAIN SENSORS, IFICIMA DESIGN GROUP TWO GRANDIAINY AVENUE, #210 ARVAO& CO WW2 1303) 456,2847 CONTACT, MR, 009 COORI palm N ENGI NEER ARCHITECT KEPHART MS WALNUT STREET LNU M F REOLAND Won SOUTH ONCOLN STREET, SUITE 206 Lri-Ttglcui, co so 22 PE914!�Nf) OENVER'C. 80205 '3001832-4474 LLE�HAR (7201 Ervana CONTACT MR FRED TAFOYA CONTACT, MR DOUG VAN LERSERGHE IFICIMA DESIGN GROUP TWO GRANDIAINY AVENUE, #210 ARVAO& CO WW2 1303) 456,2847 CONTACT, MR, 009 COORI palm N WHEAT RIDGE TOWN CENTER NORTH APARTMENTS SITE PLAN LOT 1 OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO w -+o wr ,� EAST ELEVATION L V8' • 1'-0 SOUTH ELEVATION p W Lu a cn �a Z �F- �o O Q k z - - - - - — - w - - . cJ •LCE`rt wET1l9WFlN6 CMO UEi1U U� ORAv B..9E w/SOtRv FOBP.gW &DCM1 SVOO.H •bAS.IVOFv U .VV.'WIY ARCHITECT ENGINEER LANDSCAPE ARCHITECTKEP men 2555 WALNUT 2588 WALNU7 STREET DENVER ,CO. 80205 , • REDSWO SO D 8000 BOOTH LINCOLN STREET. SUITE E ^ A I 208 '/ IV BRITINA DESIGN GROUP 2700 GRANDVIEW AVENUE, Y 130339324474 K E P H A R T LITTLETON, CO. 60122 �(�J A 80002 6 O F 11 CONTACT. MR. DOW VAN LERSERGHE _V.�� (720) 203,8783 _+� CONTACT: MR. FRED TAFOYA —•� "�"�" 0 1454ADA, 286 CONTACT MR. BOB COURT BRI TINA WHEAT RIDGE TOWN CENTER NORTH APARTMENTS SITE PLAN LOT 1 OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO WEST_ELEVATION -II I N p A ° Z000( 000 v i kl m =_ g - a d z w d � n kl a z O F -O Q - z > W z ^-•'-. .-•^•- `_.... �S .C♦w6W COlCNM1 B4CC•w � - {GLEN METLLMGOEW CMG 4ETtu .- - ' teN rn{v s .,_ -- _' ..._ .....�„ _.L"7'A'+kCSdALZS::.Z».N3XSi�" `gin,.--�p,��� r+'nAr kn tue si9':{7l`.SX72•:JL";R.x." 'RSf t% i .r,....e.!'r�..^y�: iFEi-At�?ci'i�'^tea' �'1 ';' '�W. +.�� ,,. - MSE M{L,'YAi 9pBM6JN QAC eMaorwE NaRv �itlY.`W"o5$"x�a 2::Yf.:-. F�34Y=X:SY.:.�ij:G•'� w'c�Cl� i y .ti. r�: w�"+Tey.�' a- ♦ AE.t YlSt - _- _ ELEVATION nNORTH ARCHITECT 1/B' • 1'-O" ENGINEER LANDSCAPE ARCHITECT IMET - KEPNART K WALNUT STREET DENVER, CO. 80208 , REOLAND 8000 SOUTH LINCOLN STREET SUITE 206 jZEi) BRITINA DESIGN GROUP 7800 GRANDVIEW AVENUE. 0 Z10 (3031832/174 K E P H LITTLETON CO. 60122 ARVADA. CO. 60002 7 O F 11 CONTACT MR. DOUG VAN LERBERGHE A R T "^^'^r•�"^"+•""•"^ , 1720) 283-6783 CONTACTMR. FRED TAFOVA (303)466.2687 CONTACT. MR. BOB COURT BRITINA —no♦wxox=a 8w ,H •MKa AO••MON C0.0NK SYODiM WHEAT RIDGE TOWN CENTER NORTH APARTMENTS SITE PLAN LOT I OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 1101— 101- 1IGARAGE FRONT ELEVATION v8• = r-0• ,GARAGE REAR ELEVATION L 1/8"= V -D" "a 11 1,0..- kqcwTlcvI•IALcckvow x2cr•TBcTI•IALoorow I 14 ucxrt5cnmx cox• '—xoon WTY m KAM 12 oAsn Kft-.r 9 12 7 •TOCCo rEonAr allo • erucco ueaw wo caw •ShNUN MOOAe w1CM [OIOx eeulxYIN MOOrtE MLM mica�C*W0 •NOCTx �. pxCa nosslsoxC0.wvJ. •MOOfx b 21'-01 21' Q' 4 GARAGE LEFT ELEVATION3GARAGE RIGHT ELEVATION iter = V-0• Ire" = 11-0" I In IIRP� z Lu H LU CL r^ Q V 4� W O z Z Lu U O I— ARCHITECT ENGINEER LANDSCAPE ARCHITECT 4i5T BRITINR DESIGN GROUP iFEDWOO 2000 SOUTH SUITE SOD LINCOLN STREET, 2800 GRANDVIEW AVENUE. ♦ 72e (ZE f�J�N 210 L N, CO. $0122 x•�..x o� „•„ ARyApA. CO. 20007 g O F 11 20) 283 o �� (303)450.7527 aRlwl CONTACT: �'"'�"—'�"— CONTACT: MR. �A MR FRED 7AFOVA CONTACT: R. 806 COURI KEP2555 ARTWALNUT 2585 WALNUT STREET �' DENVER. CO. 20705 K E P H A R T CONTACT MR. DOW VAN LERBERGHE CON ACT MR ^"^"'x•N'•"y•in°"•'•• 5 WHEAT RIDGE TOWN CENTER NORTH APARTMENTS REOLAND SITE PLAN ,,,� LOT 1 OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTER OF LITTLETON, CO. 80122 THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, •pe CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO F(wvN CiaRI0. ILINN C1NEtP TOWN CENTER NORTH APARTMENTS i d MEiK W+E - x E1UME w+ +? . M+MpIEe MPnOf GNF exXl wecAeecaouocoec cw exex,tr anrt rKE cw wALL - em+tr aEwn,recEcw wKL - e I cRAOE • Mia rlw•WFpf%Mtwrw(nwuurr•ut000 . KIY •glrwG! WOL[MeCJN'IIC MIYFTFE111lTE6bla00 W/M(pl rMl• .G•rlf wltlllp�r.WIEDOeM(•10MC1 • u.wrtw.mnuneeceNr eEovEr rowNE • +ea • TRASH ENCLOSURE FRONT ELEVATION •r�"r ++ 5 SIGNAGE REOLAND ,,,� RE,^'�^`N LITTLETON, CO. 80122 rw2 •pe — -- F(wvN CiaRI0. ILINN C1NEtP T(MN CFNFFA TFMN CFMIF0. Nwp( AO•eeeO('Nw�•4 r•oonr 0011•{L ••m oeEtenoEeK .Kw e•sirw:•wrw+atovaF aun•n on E IN SIGNAGE +v�voww • MONUMENT SIGNAGE 7 ,- = 407-0• a•.rd ro•reu w+vrrco � woo rwMwrtecro Ew•U Nnm LNTEW rMRM oNw•a•Ea Lovo rew(E000wen.wc e.e. R-ewoo*+•rKE cuu wA.L f, wE.tivrcaaaro..a.c cAa eMx+tr SRR rKE CMU WKL — , 1 • Ye • TRASH ENCLOSURE REAR ELEVATION 2 il— 1.1. rAece•T caLo•enaoNc w ee.(esEoore, rent CMIIwKL eNx+r eRR lAq CW WKL 4 • rrd TRASH ENCLOSURE LEFT ELEVATION 3 ,/R' _ V -D" =HEE.a��xoaE��� �Ao e•.•e auoo�.rKEcw wu. '-----.---�----.----r— exMttr erMi rKE CW WALL — b • ra • TRASH ENCLOSURE RIGHT ELEVATION ARCHITECT KEPHART 2555 WALNUT STREET DENVER. CO. !0205 13031 S32•4478 CONTACT: MR, DOUG VAN LERBERGHE K E PHA RT ew•�w. ENGINEER REOLAND z0lw SOUTH LINCOLN STREET. SUITE RE,^'�^`N LITTLETON, CO. 80122 E�,�,, 172012838783 — -- CONTACT 'MR. FRED TAFOVA """""•"��"� LANDSCAPE ARCHITECT •I'8T BRITINA DESIGN GROUP 7800 GRANDVIEW AVENUE. N 210 ARVADA. CO. 80002 13031 45&2887 BRITINA CONTACT. MR. BOB COURT 9 OF 11 *0.1 •0.{ *Od 'O.t *0.0 '0.0 •OA X0.0 *0.0 'OA SOA '0.0 '0A *OA '0.0 •0,0 •0.0 •0.0 •0.0 •0.0 *0.0 *0.0 '0A •0.0 WHEAT RIDGE TOWN CENTER NORTH APARTMENTS SITE PHOTOMETRIC PLAN LOT I OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO %1 SITE PHOTOMETRIC PLAN aD BRE PHOTOMETRIC BUMMARY I 1•�•20C AVERAGE •O4 FI. CANDLE MINIMUM• 00 FT. CANDL! MAXIMUM - 12,9 FT. CANDLE ARCHITECT KEPHART 2555 WALNUT STREET NI DENVER. CO. W205 1303) 632•"74 E P H A R CONTACT- MR. DOUG VAN LERSERGHE ALL LIGHTING SHALL BE CONS15UNT WITH SECTION 26-503 Di THE WHEAT RIDGE ZONING AND DEVELOPMENT CODE INCLUDING THE FOLLOWING: ALL FIXTURES SHALL BE FULLY SHIELDED SO THAT LIGHT RAYS EMITTED ARE PROJECTED BELOW. AND NOT ABOVE, THE HORIZONTAL PLANE OF THE FIXTURE. ALL EXTERIOR UGHTING SWILL BE DESIGNED AND SITUATED SO THAT SUBSTANTIALLY ALL OF THE DIRECTLY EMITTED LIGHT FALLS WITHIN THE PROPERTY BOUNDARIES. EXTERIOR LIGHTING SHALL ALSO BE DESIGNED AND SITUATED SO THAT NO INCIDENTAL OR REFLECTED LIGHT INTERFERES WITH REASONABLE ENJOYMENT OF ADJACENT LAND USES, OR SAFE MOVEMENT OF MOTOR VEHICLES ON PUBLIC STREETS. WALL MOUNTED FIXTURES SHALL NOT EXCEED THE HEIGHT OF THE WALL R 15 MOUNTED ON. ROUND STRAIGHT - STEEL POLE BLACK FINISH DESIGNED TO WITHSTAND A MIN. 80 MPH WIND WITH 1.3 GUST FACTOR HAND HOLE BOND GROUND WIRE TO METAL RIEBAR ANCHOR DOLTS. PRCVIDED BY E.C.. INSTALLED BY G.C. 1 404 REBARS WITH Q /4REBAR TIES AT 1I• O.C. LK -24 ' 3/4• CONDUIT 1 AND BASE DIA. CONCRETE BY GENERAL OUTWITH CIRCUIT WIRE CONTRACTOR Z FT. BELOW GRADE MIN. FIXTURES TYPE SA INSTALLATION DETAIL ON PARKING SURFACE NO SCALE ENGINEER REDLAND 8000 SOUTH LINCOLN STREET SUITE FP_- -D LIT LITTL ETON.CO. 60123 / CONjrA TACT MJ CONTACT MR. FRED TAFOYA ANG c —Z" i w Q ap IIII! W J° W O Z:) t7Z°►¢- ZO= L, W zZ WLU g ¢ �Uy LLJ �W 2 ZO It H O 2 d w LLJ U � U) O LANDSCAPE ARCHITECT LIGHTING FIXTURE SCHEDULE ITEM MANUFACTURER CAT. NO. LAMPS WATTS DESCRIPTION C HALO H7-493WBSOS 4000K LED BSD LUMENS 26 OUTSIDE RECESSED LED DOWN LIGHT, RATED FOR WET LOCATION, INSTALLED F H SHAPER LIGHTING 694-WP-CFL132- (1)32W CPL 32 OUTSIDE WALL MOUNTED COMPACT FLUORESCENT LIGHT AT BUILDING EGRESS. 120 RATED FOR WET LOCATION, B FT. ABOVE GROUND KICHLER LIGHTING 1198 NI (1) 14W CU24 15 I L WA U L LOCATION. 7 R. ABOVE GROUND TO BOTTOM OF FD(iL1RE SA LITHONN li 1 - 4 4000K LED IOD SINGLE HEAD FULL CUTOFF PARKING POLE LIGHT ON 18 FT. ROUND STRAIGHT 4OK-SR5MVOLT POLE. TYPE V OPTICS, 40DDK LED SB ARCHITECTURAL AREA UCS -VS -LUN- L 4 3Z FULL CUTOFF PEDESTRIAN POLE LIGHT WITH DECORATIVE ARM, 12 FT LIGHTING -12LE0-NW-208 - Z. LIGHT LED ROUND STRAIGHT POLE, FULL CUTOFF SHIELD FCO KEPHART 2555 WALNUT STREET NI DENVER. CO. W205 1303) 632•"74 E P H A R CONTACT- MR. DOUG VAN LERSERGHE ALL LIGHTING SHALL BE CONS15UNT WITH SECTION 26-503 Di THE WHEAT RIDGE ZONING AND DEVELOPMENT CODE INCLUDING THE FOLLOWING: ALL FIXTURES SHALL BE FULLY SHIELDED SO THAT LIGHT RAYS EMITTED ARE PROJECTED BELOW. AND NOT ABOVE, THE HORIZONTAL PLANE OF THE FIXTURE. ALL EXTERIOR UGHTING SWILL BE DESIGNED AND SITUATED SO THAT SUBSTANTIALLY ALL OF THE DIRECTLY EMITTED LIGHT FALLS WITHIN THE PROPERTY BOUNDARIES. EXTERIOR LIGHTING SHALL ALSO BE DESIGNED AND SITUATED SO THAT NO INCIDENTAL OR REFLECTED LIGHT INTERFERES WITH REASONABLE ENJOYMENT OF ADJACENT LAND USES, OR SAFE MOVEMENT OF MOTOR VEHICLES ON PUBLIC STREETS. WALL MOUNTED FIXTURES SHALL NOT EXCEED THE HEIGHT OF THE WALL R 15 MOUNTED ON. ROUND STRAIGHT - STEEL POLE BLACK FINISH DESIGNED TO WITHSTAND A MIN. 80 MPH WIND WITH 1.3 GUST FACTOR HAND HOLE BOND GROUND WIRE TO METAL RIEBAR ANCHOR DOLTS. PRCVIDED BY E.C.. INSTALLED BY G.C. 1 404 REBARS WITH Q /4REBAR TIES AT 1I• O.C. LK -24 ' 3/4• CONDUIT 1 AND BASE DIA. CONCRETE BY GENERAL OUTWITH CIRCUIT WIRE CONTRACTOR Z FT. BELOW GRADE MIN. FIXTURES TYPE SA INSTALLATION DETAIL ON PARKING SURFACE NO SCALE ENGINEER REDLAND 8000 SOUTH LINCOLN STREET SUITE FP_- -D LIT LITTL ETON.CO. 60123 / CONjrA TACT MJ CONTACT MR. FRED TAFOYA ANG c —Z" i w Q ap IIII! W J° W O Z:) t7Z°►¢- ZO= L, W zZ WLU g ¢ �Uy LLJ �W 2 ZO It H O 2 d w LLJ U � U) O LANDSCAPE ARCHITECT BRITINA DESIGN GROUP 7600 • I GRANDVIEW AVENUE, 4 1 ! 10 11 AR 80003 A03)456 t of 83 7BRITINA� CONTACT M7 CON. MR. BOB COURT AST1 LED LED Area Luminaire 11'1► r1���1Ag facts Specifications EPA: 0.7 ft) ON, Length: 22.1/4' 6A4 0 . H Width: i3 Height: d ns: or) Wright 33Ibs (rna11Q1 47481N WHEAT RIDGE TOWN CENTER NORTH APARTMENTS SITE LIGHTING LOT 1 OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO w� N«r IT - Introduction The Aeris•' family combines sleek, fluid forms and crisp edges into a striking architectural aesthetic that can be echoed throughout entire sites. The AST1 LED integrates the latest LED technology with the designer aesthetic of the Aeris- family for stylish, high-Wormance illumination that lasts. The AST1 LED is ideal for replacing 100.400VV metal halide in area lighting applications with typical energy savings of 65% and expected service life of over 100,000 hours. I.EXMIIPLE: AST1 LED 1 638350/40K SRS MVOLT SPA DD8XD ASTI t9 ASII IED 1 Deenorr 149x63 LIN ISO sit "Lines. I : SR2 *I I MWO' SWil"in OM 49USIY30K 300% SIU 'yx1 126' SPA SGuerpar 4M15N6M( 400DI Sot "X N M0 '*.Mrs; 6"ISaSMI Sm SPS .yT S' u0' NA IIDJId ptk rN-0"4 639]501300 3=�' At�rr _ n IL( 'Irr�Mwr 271' Ma'r'l 6301311M 4000[ NT rwrw. - 619]50151[ SOOd IIQ aA•MaA6 a•.)• rIrY1YM s AAS Ulm 4 eA r 9]01 wMD . wuaew s76 Jnr 717 i PORrA rIl•A r.�a.l 480 S31n66ptim y s.od)rr0) IILMWW ren•.h1r (10001) YRL 1-6 Vie 61UIN1110 3104 VSL Svrtful da) 17LEa.A Mu1r r11r(41101) CRT C.a•r1 63mum 40001 LU11 1per.xt rlrge 12LM4W Rrl/O rsY (fIROq. MAL —Ta AY,nmu• 6105101SK SODOL MDG MW Lx• Gey FIXTURE ))Gr) FIXTURE "J)) ShippW intaiW SF 3e.jrfae1110.:11.SaV'1' os rorr ^,r (704 Nt X0+1' DMG Q AV dRnlnO deer (rotrnrN' DFL Dt'"M This Shipped sepaimai WKD 0106 01WD "KID 006730 D018C0 DMAI10 DYIHGID Dr1 trona 9,110 Y&oral Muminu'I 15hIr IeevMurL ]la R Irt.rM y,Ms In�.2M v!u�al alu-sinn ;"TIM -hr Wet Location Listed and IP66 hated. r— L _ FIXTURE I)GI' • Mr ax enable rlth hghly elhtrM LED t.hnology . IE5 Type S dlstributlon Three color tempraturrL 3K, 4K and SK • Nodular system Mth carious Luminous and Mod potions • Pole, -LL or pendant mount OPNons • opal glass lens. Type 5 distribution for soft I.nrat light" 694 -WP SERIES Esterr or W.Il Cumin ura Cl..nd a..n.r Dpwnl l9hi eemyle Numbe. 691 .yp 1l aaNrlr)o 27ry GRMC �-� 111.101. Cip— r=sph— IT rCfLl3m TrpN',' t20V CCO M Ir 'OR-GuruM.py' TGL•S•n�lrr•d T-hpared Gu111•.. , ee•tx•r�mc.w, �• l)p.DM Plrman 4.IJr.w N- GM'. WMann. � p.Y1•«r' G11N.G,.M•1. LIr.A. CFL—W r4• GV •Gr•• • ti�•�acC.0..A.�i yet:O,N«M«.1iK r......•..-. rM rr..r svN-wr,)• • aw r.rrr r.Artawx. r. A•.1•.r A W Y•pN«a•. • 4rCM r.rCrM 11pA�•r•.laMWrAM� FIXTURE I)HI) universeo - Small Scale/Bollard • Available rith full cutoff option • IPGS corutructed • 71»de, coat hnlsh in 13 standard cpl.rs with a PoLymer Primer Crater UCS/UQ I ,.��� 1 x c u l r a •+ r t o ELECTRICAL ENGINEERS AtITi Mar tlYr , Id LKS U.Nrr ad t12 t1jr.MaMAR 61.6. crap. IR r•a. 6LR Mtl 4�rlrRlar Sr.0 Yat• 170 srr l77 •aR. 700M rIlr rrelr.3 t2liD•IIM aarw .lino nPOD111. Nf6 W{r tYs _ At�rr _ n IL( 'Irr�Mwr .q W. Itl[DJIr NruM •mu (.io0a) 1 0I01:RIFY 4Ar. �Y10 MpW Wrlrwiie�A �.� rwrw. - I2t[04r OMhr nNr.(S)00K)_ -' ap (12 44 •ran�6 OrM rr2. L aARr. IIQ aA•MaA6 a•.)• rIrY1YM s AAS Ulm 4 eA r 9]01 wMD . wuaew s76 Jnr 717 i PORrA rIl•A r.�a.l ORM —Alr a�Mrr y s.od)rr0) IILMWW ren•.h1r (10001) YRL 1-6 Vie VSL Svrtful da) 17LEa.A Mu1r r11r(41101) CRT C.a•r1 LU11 1per.xt rlrge 12LM4W Rrl/O rsY (fIROq. MAL —Ta AY,nmu• MDG MW Lx• Gey ATG —m G -- Lin' Lyn Gory KLbAbdpwl DW RAL/ PWilIA IIALI PKM 9]14 dMd rnw wee, 'L0 Rand 01086 COLOR sTR stMLtMYN cusaps M.r Ortr SIR W ba feed D" ft Caa A.•w do Is' r.adr7 j---j9a=0 COP T.apr -_ p6�sair�rer- _ _ rr arrrwr Rlr Y rr6rlrr r Aa•IrP • ENGINEERING CONSULTANTS ARCHITECT KEPHART ,... ; . 255SWALNUT STREET 1 x c u l r a •+ r t o ELECTRICAL ENGINEERS DENVER. CO. 002"5 (303)832M74 jKE P H A RTI, .<•a w., —T AT aur TE R_ DENVER. CO r02os CONTACT MR. DOUG VAN LERBERGHEN_„„), ENGINEER 8000 SOUTH LINCOLN STREET. SUITE 200 RE PLAN 1(J� LrTTLETON. CO. 00112 / r,r�st•..x� (720)283-67830 '��""'�•°�" CONTACT MR, FRED TAFOYA FIXTURE ))SB)) LANDSCAPE ARCHITECT BRITINA DESIGN GROUP 7000 GRANDVIEW AVENUE, a j 210 ARVADA. CO. 80002 I (303) 456-2087 ;BRITINA; CONTACT MR. BOSCOURI (0 l— z W �a. W Q W O Z W z W U O F- 0 U) 0U) Z F- /= W J W ~ I— :) �5U 11 of 11 8000 South Lincoln Street #206 Littleton, CO 80122 R Offs m (720 283-6783 1 wwwredland,com aces I EMIZEM, Ms. Lauren Mikulak, AICP Planner 11 City of Wheat Ridge Q-1 ;# The purpose of this letter is to demonstrate that the proposed site plan for Wheat Ridge Town Center North Apartments is in conformance with the drainage calculations and assumptions provided in the Drainag—e Heport for Wheat Rgae Town Center North Subdivision prepared by Weston Solutions, Inc. dated September 12, 2011 and approved by the City on September 21, 2011, Based on a landscaped area of 13,375 square feet, building coverage (roof area) of 20,979 square feet and hardscape/pavement area of 26,461 square feet, the proposed apartment project will have an impervious percentage of 74.6% which is less than the assumed 83% value that was utilized within the above referenced report, Runoff to the detention facility is based on the previously developed analysis which includes selected basins totaling approximately 6.9 acres at an approximate 80% impervious coverage. A comparison was performed for the 5 year and 100 year runoff events, Between the previous total and current site evaluation. The findings of that analysis demonstrate similar peak runoff rates for the 5 year and 100 year events. The difference in peak flow is attributable to minor variations in the time of concentration evaluation for the overall basin. P E r Le!NN The detention volume for the regional facility was designed originally using the empirical pe analysis for required detention with a 50% credit for the water quality volume. That requireme is compared in this analysis to the current detention standards as presented with the Urb Drainage and Flood Control District criteria. The results of that comparison are presented follows: Detention for the site is proposed to be relocated into an underground detention facility. For the precast concrete vaults installed under the parking area. This system is designed to accommodate vehicular loading on the top surface allowing for placement for the detention facility under the parking lot. The placement and orientation of the system is proposed to use an efficient system layout for detention collection and discharge to the existing outfall system, The ultimate design will include control structures in the outfall module that accommodate a 40 hour water quality capture volume and the 100 year plus % water quality capture volume as currently operates with the existing detention facility. As part of the detention reconfiguration, we have revisited the hydraulic analysis for the tributary storm sewer system. This analysis included evaluation of the existing systems performance having the tail water condition controlled with the underground detention system with the maximum water surface elevation at 5409.2. This represents an increase in the major event water surface elevation from 5406.5 as previously designed, The results of the analysis demonstrate that hydraulic capacity is maintained below ground for the revised condition. In addition, the drainage patterns for the proposed apartment project are consistent with the report in that all of the developed runoff will be routed to the proposed detention pond to be located in the southeast comer of Lot 1 M= Rick Rome, P.E. inal Criteria Curre�u cul nt Criteria iilppm �roosed Design ri 797 # OM2 Detention for the site is proposed to be relocated into an underground detention facility. For the precast concrete vaults installed under the parking area. This system is designed to accommodate vehicular loading on the top surface allowing for placement for the detention facility under the parking lot. The placement and orientation of the system is proposed to use an efficient system layout for detention collection and discharge to the existing outfall system, The ultimate design will include control structures in the outfall module that accommodate a 40 hour water quality capture volume and the 100 year plus % water quality capture volume as currently operates with the existing detention facility. As part of the detention reconfiguration, we have revisited the hydraulic analysis for the tributary storm sewer system. This analysis included evaluation of the existing systems performance having the tail water condition controlled with the underground detention system with the maximum water surface elevation at 5409.2. This represents an increase in the major event water surface elevation from 5406.5 as previously designed, The results of the analysis demonstrate that hydraulic capacity is maintained below ground for the revised condition. In addition, the drainage patterns for the proposed apartment project are consistent with the report in that all of the developed runoff will be routed to the proposed detention pond to be located in the southeast comer of Lot 1 M= Rick Rome, P.E. O o N U 0 0 0 0 0 0 0 0 0 - f�1 N ov rr1o10 ovv U o 0 0 o c o 0 0 0 x . 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K -a — W 0 0 W N N N N N N N N N � 1J F ` C O K x 0 0 0 0 0 0 0 0 FW a AK fir, r K M r r V1 N t`1 0 0 0 0 C C O C .c < z�r�u O0Q Uz.<U W F J V O N N CF a I I ISEmilli moll III oil MIN IF ��n e V) Z =21111111111111110 111111111 milli o� ■n III mill t :Owl 0- 3N1'I _ WHOIS IJ N F (sdJ) w A1I3013A -, z (1J) — I1.LON3'1 (U!) 3zIS x 3dld — y (%) y 3d0'1S (sJ;))MO-IA NOIS 3(1 — F (SJ3)MO'IA 7 .L3321.LS =� 3d0'7S NO a I O (u[M)"j — (sJ�) Oul!) a a co a o N a o0 a a. r a oo a 0t,) O (l11 W) 31 �p o T N M ao ao a N a ' F OOI J d330J 1 o`" ao AAONAH �r (JV) o a t3MVKISVH - N9IS34 5 Z v IMOd N71S34 3N1'I _ WHOIS DETENTION VOLUME BY THE MODIFIED FAA METHOD I Project: Wheatridge Town Center North Lot 1 Basin ID: 2014 Criteria Comparison 411 catchments less than 160 acres only. For larger sate menta, use hydrograph routing method) (NOTE: for catchments larger than 90 acres, CUHP hydrograph and routing are recommended`, Determination of MINOR Detention Volume Using Modified FAA Method Determination of MAJOR Detention Volume Using Modified FAA Method Catchment Drainage Impemousness I, =M14 percent Catchment Drainage I g mpervlousness 1,= 79.70 percent Cat0rnent Drainage Area A =r Catchment Drainage Area A = 6.920 acres Predswelopment NRCS Soil Group Type =Ac BSC. or D Predeselopment NRCS Soil Group Type = C 0. 8, C, or D Return Period for Detention Control T =years (2. 5, 10, 25. 50. or 100) Return Period for Detention Control T = 100 years (2, 5, 10. 25. 50, or 100) Time of Concentration of Watershed Tc =minutes Time of Concentration of Watershed To = 14 mnutes Allowable Unit Release Rate q =cfvacm Allowable Unit Release Rate q = 1.00 cf l.c. O -hour Prenprlebon P, =inches Onefiour Pramplabon P, = 2.75 inches Design Rainfall IDF Formula i - C. P,/(C,-T.)"C, Dasign Rainfall IOF Formuls I - Ci P,7(C,-T,)AC3 Coefficient One C, = 2850 Coefficient One C, = 28.50 70 Coefficient Two Cm = Ccefficant Two Ct = _ 10 CoeBic,ent Three C, = 0.789 Coefficient Three Cs = 0.789 Determination of Averaqe Outflow from the B&I (Calculatedl: Determination 0 Avers e u OW Runoff Coemnent C a 0.022 Runoff Coethcant C = 0.74 Inflow Peak Runoff min = 14.49 cut Inflow Peak Runoff Op+n = 32.81 ds AIIOwabw Peak Outflow Rate Dpou1= 1.16 cis Allowable Peak Outflow Rate Opoui = 6.92 ca Mod. FAA Minor Storage Volume - 23AW eublc haat Mod. FAA Major Storage Volume • 35,823 cubic had Mod. FAA Minor Stionga Volume - 0.646 aer" Mod. FAA Major Storage Volume - W -ft 5 Enter Rainfall Duration I-rital Increase Value Hans a 5 for 5Ja,nutes _OA22 Rainfall Rainfall Inlbw Adjustment Average Outflow Storage Rainfall Rainfall Inflow Adjustment Alrorapa Outflow Store" es Duration Intensity Volume Factor Outflow Volume vol- Duration Intensity Volum "'Char Wlbw Volare Volume -rut. inches I hr acre-feet Wcis acre -fait acre-feet non hies inches T hr acre-feet 'ret Eta acn..faat scra4ast out ut N ut output) 0 000 0.000 0.00 0.00 0.000 0.000 0 0.00 0.000 0.00 0.00 0.000 0.000 5 4 88 _ 0.1441.00 1.16 0.006 0.136 6 9.213 0.326 1.00 0.92 0.048 _ 0.279 10 _ 389 0.230 1.00 1.18 0.015 0.214 10 7.37 0.520 1.00 6.9Q 0.005 0.12_8___ 15 326 _ _ 0.269 0.06 1.13 0.023 0.260 15 6.18 0.65/ 0.% 1 8.67 0.138 0.518 20 _ 282 0.334 0.85 1.00 0.027 0.30S 20 5.35 0.756 0.85 5.06 0.102 0.504 25 250 0.389 0.78 0.02 0.032 0.336 25 4.74 0.638 0.76 5.38 0.185 0.851 30 225 -- -- 0.309 0.73 1 0.86 0.038 0.383 30 4.27 0.903 0.73 5.00 0.209 0.094 35 2 05 0.424 0.70 0.62 0.040 0.361 35 3.80 0.960 0.70 4.83 0.233 0.727 40 1.89 0.448 0.67 0.79 0.044 0.402 40 3.58 7.010 0.87 1.611 0.267 0.753 45 1.75 0.455 0.65 0.77 0.046 0.416 45 - 3.32 .. -1.054 0.65 4.53 0.281 0.773 so 1.63 0.483 0.84 0.75 0.052 0.431 50 3.10 1.093 0.44 4.42 0.305 0.768 S6 1.53 0.499 0.03 0.74 0.056 0.443 66 _ 2.91 1.129 0.03 1.33 0.328 0.800 W 1.45 0.513 0.112 0.72 0060 0.453 a0 274 1.181 0.62 /.20 0.362 0.809 as 1.37 0.We 0.81 0.71 1 0.064 0.462 65 2.60 1.191 0.61 4.20 1 0.3711 0.615 70 1.30 0.539 0.110 0.70 0.068 0.171 70 2.47 1.218 0.60 4.15 0.400 0.820 75 1.24 0.550 0.59 0.70 0.072 0.17a 75 235 1.2/5 0.59 4.10 0.424 0.822 6o 1.19 0 581 _ 0.59 0.119 0.076 0.465 ro 2.25 1.270 0.59 406 0.448 0.822 as 1.14 0 571 _ 0.56 OA6 0.000 0.491 as _ 2.18 1.2_93 0.56 1.03 0A71 0.622 % 1.00 0 581 _ 0.58 _ 0.69 0.061 0.497 90 _ 2.07 1 315 0.58 3,9111 0A95 0.820 95 1.06 0 590 _ 0.5_7 0.87 0.088 0.502 95 1.99 1 335 0.57 3.97 0.519 0.616 100 1.01 0 599 057 0.07 0.092 0.608 100 _ 1.92 1 355 Q67 3.03 0.543 0.612 105 0.96 0607 057 0.67 11.0% 0.511 105 185 1.374 0.57 3.82 0.587 0.807 110 0.% 0615 _ 0.511 0.66 0.100 0.514 _ 110 179 1.392 0.56 3.% 0.590 0.801 115 0.92 0 622 0.58 O.a6 0.10/ 0.518 _ 115 _ 1.74 1.409 0.56 3.56 1 0.614 0.794 120 0.89 0830 0.56 _ 8.05 0.106 0.521 120 1.aB 1.425 0.56 3.86 1 0.636 0.787 125 0.00 0 637 0.56 0.86 0.113 0.524 125 163 1.441 0.50 3.84 O.a52 0.779 130 0.84 0 643 0.55 0.85 0.117 0.627 _ 130 159 1.456 0.66 363 0.066 0.770 135 0.81 0 650 0.55 0.65 _ 0.121 0.529 135 154 1.171 0.55 3 82 0.710 0.701 140 0.79 _ 0 656 0.55 065 _ ( 125 O.S31 140 1 50 1.465 0.56 380 0.733 0.752 145 0.77 _ 0 662 _0.55 064 0.129 O.S33 _ 145 _ 1.47 1.499 0.55 _ 3 79 0.757 0.742 160 0.75 _ 0 668 055 064 0.133 _0.535 150_ 1.13 1.512 0.55 _ 78 0.761 0.731 156 0.71 0 674 0 54 064 0.137 0 537 155 1./0 1.525 0.51 _ _3 3 77 0.6% 0.720 180 0.72 _ 0 679 _ 0.54 0.64 0.141 0 538 160_ 1.36 1.536 0.64 _ 3 76 (1 0.700 165 0.70 _ 0685 0.54 0.64 0.146 0 540 165 1.33 1.550 0.54 3 75 0.853 0.007 170 0.89 0 690 0.54 0.64 0 149 _ 0 541 _ _ _ 170 1.30 1.562 0.64 3 74 0.678 0.1165 175 0.67 0 695 0.64 0.03 0 153 0 542 175 1.27 1.573 8.54 _ 3 73 0.90 0.673 100 0.05 0 700 0.54 0.03 0 157 _ 0 543 180 1.26 1.586 0.54 _ 3 73 0.924 0.060 185 0.64 0 705 0.64 0.63 0.181 0 544 185 1.22 1.508 0.54 _ 372 0.9411 0.846 180 0.03 _ 0.710 0.54 0.0.3 0.185 0.544 1% 1.20 1.0011 0.54 71 0.972 0.636 1% 0.62 _ 0 711 0.5/ -- 0.63 0.189 0 545 1% 1.16 1.617 0.51 _3 3 71 0.998 0.621 200 0.61 0 719 _ 0.53 0.83 0.173 _ 0 545 _ 200 1.15 1.1127 0.53 370 1.019 O.a06 206 0.80 0723 05" _ 0.83 0.177 0 546 205 1.13 1.037 0.53 _ 69 1.043 Miles 210 0.50 0.727 0.5, 0.63 0.161 0 546 210 1.11 _ 1 647 0.53 _3 _ 69 1.087 OSS 215 _0.68 _ 0.732 0 53 _0.63 0.155 0 546 215 _ 1.09 1 856 0.53 _3 _ 3 68 1.001 0.565 220 0.57 0 738 _ 0 53 0.63 0.1% 0 548 _ 220 1.87 1 6011 0.53 368 1.115 0.551 225 _058 0 740 -- _ 053 r 0.62 0.194 0.518 225 1.011 1 675 0.53 367 1.139 0.5311 230 655 _- 0 711 053 _ _ 0.62 0.196 0 546 230 1.04 16S4 0.53 3.67 1.162 0.522 235 054 _ 0748 _ 053 0.02 0.202 _0 546 235 1.02 1 693 0.53 3.06 1.1% 0.507 0.53 O.a2 0.200 0 546 240 1.01 1 701 0.53 3.66 1.210 0.191 248 0 52 _ 0 755 0 53 0.62 0.210 0 546 215 0.99 1 710 0.53 Aha 1.234 0.476 250 0.51 _ 0 759 0.53 0.62 0.21/ 0.545_ 250 0.97 1710 0.53 3.66 1.256 0.481 255 1 051 0763 _ 053 - 0.62 -0 0.278 0.545 265 _ 0.% 1727 0.53 3.86 1.282 0445 260 0.50 _ 0 766 053 62 0 222 _ 0.544 200 _ 0.96 1 735 0.53 3.84 1.305 0./29 255 0.19 0.770 053 _ 0.62 0 226 _ 0.544 _ 255 0.93 1.713 0.53 3.114 1.329 0.413 270 0.46 0.773 053 0.62 0.230 0543 270 _ 0.92 t.J50 0.53 3.64 1.363 0.307 275 0.48 0.7770 53 0.62 0.234 0.543 275 0.01 1.7s11 0.53 3.63 1.377 0.381 2 80 0.47 0.780 0.52 0.62 0.238 0.542 280 Mae 1.706 0.52 3.83 1 1.401 1 0.385 285 0.47 0.783 0.52 0.62 0.242 0.541 285 0.80 1.773 0.52 ---3-0-3--r 1./25 1 0.340 200 0.40 0.787 0.52 0.62 _ 0.240 _ _0.540 290 0.87 1.780 0.52 3.53 1 448 0.332 2% 0.15 0.7% 0.52 062 0.250 0.539 205 0.68 1.789 052 3 62 1 472 0.31a 300 0.45 0.793 0.52 062 0.251 10 539 300 0.85 1 1.795 0 52 362 1 496 0.299 raga volume Ica Da: n.) - 35,223 Major Mod. FAA Minor Storage Volume (acre -rt.) - 0.5461 Mod rFAA Ma Storage toragavam aeacn (-rt.)- 0.622/ UDFCD DETENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2.34, Released November 2013 Copy of UD -Detention v2 34, Modified FAA 7121,2014, 1:37 PM °0000 0000° 0000 0000 g �� .GpOO °33rya�8 i3a"4 E2 U g U O c c a o 0 V�> 3 9! Pp <me0 "g Y 3 w y E •.�gE peF_ 33� m U O V c � E c E u E 0 �q ao 3 111111 NUNN i s c I M I: MOSS: SISM RESS: MUS: SME 011 v ME MUSEUM :iiiii:E IS r� STAGE -STORAGE SIZING FOR DETENTION BASINS Project: Basin ID: D_ Sib Shp t: FW Sib Slip L - L Sib Sl" z D.n �- Fl. µr �.--- ................_> SMI, Siwz Slk $*. D� nw W1 L Design Information (Input): Check Basin Shape Water Surface Elevation It (input) 5400.20 Width of Basin Bottom, W = 39.00 ft Right Triangle Basin Width at Stage It o ut 39.00 OR... Length of Basin Bottom, L = 136.00 ft Isosceles Triangle OR... Dam Side -slope (H :V). Za = 99.00 ft1ft Rectangle Surface Area at Stage acres (output) 0.122 OR... Circle / Ellipse OR... Irregular (Use O mdde values in cells G32:G52) MINOR MAJOR Storage Requirement from Sheet 'Modift FAA': 0.55 0.82 acre -ft. Stage -Storage Relationship: Storage Requirement from Sheet'Hydrograph': o WQCV Storage Requirement from Sheet 'Full -Spectrum': -----acre-ft. acre -ft. Labels for WQCV, Minor, & Major Storage Stages nn uti Water Surface Elevation It (input) 5400.20 Side Slope (H:V) ftm Below El. lin Basin Width at Stage It o ut 39.00 Basin Length at Stage ft 0 Id 136.00 Surface Area at Stage fe (output) Surface Area at Stage fe User Overide 5,303 Volume Below Stage ft, (output) 0 Surface Area at Stage acres (output) 0.122 Volume Below Stage acre -ft (output) 0.000 Target Volumes for WQCV, Minor, & Major Storage Volumes for goalseek) 5401.20 0.00 0.00 10,606 7,955 0.243 0.183 WQCV 5402.20 0.00 0.00 1 15,909 21,212 0.365 0.487 0 257 5403.20 0.00 0.00 21,212 39,773 0.487 0.913 100 + WQCV 5404.20 0.00 0.00 26,515 83,838 0.809 1.461 1 227 5405.20 0.00 0.00 31,818 92,803 0.730 2.130 5406.20 0.00 0.00 37,121 127,272 0.852 2.922 5407.20 0.00 0.00 42,424 167,045 0.974 3.835 5408.20 0.00 0.00 47,727 212,120 1.096 4.870 5409.20 0.00 0.00 53,030 262,499 MA 1.217 6.028 *N/A SMA LIMA ALMA tMMA #N/A ALMA AMI/A ALMA ANV/A ANV/A ALMA MA MA MA ALMA MA ANV/A SWA ANV/A ANV/A #N/A ttNV/A ANV/A *N/A *&A *4/A #N/A MA ALMA AIWA AIN/A ANV/A AMI/A ANV/A *N/A ALMA *&A SIVA #N/A SSA MA ANV/A *141A ANV/A ANV/A ALMA ALMA AIWA MA AIWA AMI/A AIWA ALMA AIWA ANJ/A AIWA N/A MA _# ANV/A #N/A AIWA III ANJ/A ANV/A ifMA *N/A Copy of UD -Detention v2.34, Basin - 712112014,1:37 PM JIM VR � � a ; � A RV q � R ;; a R :Is 19 :Is Is :15 :Is our, -4 4 4 0.0 C� I m z 4 4 SN Element X Coordinate Y Coordinate Description Invert Boundary Flap Fixed Peak Peak Maximum Maximum ID Elevation Type Gate Water Inflow Lateral HGL Depth HGL Elevation Elevation Inflow Attained Attained (it) (ft) (ds) (cfs) (it) (it) I Out -1 119071.74 708301.10 5399.56 NORMAL NO 8.86 0.00 1.50 5401-06 2 Pond—Inlet-1 119320.81 708277.97 5401.00 FIXED NO 5409,20 45.36 0.00 1S0 5402.80 3 Pond—Inlet-2 119280.69 708311.15 540145 FIXED NO 540910 20.66 0,00 031 540416 Q ci 6 Acis wegggggggig X00, IN 0 666 0 0 0 6 6 6 6 6 1$88888888 "i 's 0 gi !g 6m rigs 4 6 6 g gci i i F R 5 0 0 0 . 0 0 a 0 0 I -- W J F- 0 O > U W J O W w D F- a. LL Q U H J Q �ry V W W `- r LL O CD Z 'W^ V Q U Ln O W C7 Q N 3 = d �dH aaw °0000 n�uu 0 o 0 0000 OOOOo 0000 0000 0 o 0 0 0 0 0000 0000 O O O O O o $uu pSp � O v7 O O N n mea o t Z o F - z � yk yal m _ 3 d � 0 U W Y Q c O Y � w a m v NONUNION IIIIIIIIIIII IIIIIIIIIII oil llloillimillill 181111 133 1113111 ISSUE! 111011 1 11011111, STAGE -STORAGE SIZING FOR POLYGONAL, ELLIPTICAL, OR IRREGULAR PONDS Project: City of Wheat Ridge Town Center North Subdivision Drainage Report Basin ID: Extended Detention Basin Design a.. sralq.t t1.. w; t ob ghp t D- sa.sy.t In- ............. - <-...----- C --------i se6skrz tea". D� nw t Deal Information (Inroad: Check Pond Sha Width Of Pond Bottom, W = R Right Mangle OR Length of Pond Bottom, L = R Isosceles Triangle OR Darn Side-slope(H:V), Za = ft/It Rectangle OR Circle / Elhpse OR Irregular X ](Use Ovende values in cells G32 G52) MINOR MAJOR Storage Requirement from Sheet'Modified FAA` act". Stage -Storage Relationship: Storage Requirement from Sheet'Hydrograph': acre -ft. Storage Requirement from Sheet'Full Spectrum'. acre -ft. Labels for WOCV, Minor & Major Storage Stages (input) Stage ft W .;t. 5402.00 Side Slope (H V) ft/ft Below EI. nn uI Pond Width at Stage ft (output) Pond Length at Stage ft ou Surface Area at Stage ftt o Surface Area at Stage fit user Overide 1,705 Volume Below Stage fe output) Surface Area at Stage acres (output) 0.039 Volume Below Stage acre -ft ou 0.000 Target Volumes for WOCV, Minor, & Major Storage Volumes for coal seek 5403.00 4.00 0.00 0.00 7 662 4,684 0.178 0.108 WOCV 5403.50 4.00 0.00 0.00 8,508 8728 0.195 0.200 0188 5404.00 4.00 0.00 0.00 9,387 13,200 0.215 0.303 5404.50 4.00 0.00 0.00 10,297 18,121 0.238 0.418 0 600 5405.00 4.00 0.00 0.00 11,240 23.505 0.258 0.540 5 -Year 5405.25 4.00 0.00 0.00 11,723 26,375 0.269 0.605 0060 5405.50 4.00 0.00 0.00 12,214 29,368 0.280 0.674 5406.00 4.00 0.00 0.00 13,221 35,726 0.304 0.820 5406.50 1 4.00 0.00 0.00 14,259 42,596 0.327 0.978 100 Year 5406.75 4.00 0.00 0.00 14,790 46,227 0.340R1.330 1.080 Spillway 5407.00 5407.50 4.00 4.00 0.00 0.00 0.00 0.00 15,330 16,432 49,992 57933 #N/A #N/A 0.352 0.377#N!A #WA #4/A #N/A I #N/A #MA NWA #WA MA #N/A #N/A #WA #WA #N/A #N/A #N/A #WA #N/A #WA #WA #WA #WA #WA #N/A #WA #WA -_ #WA #N/A #N/A #N/A #WA #N/A #WA #N/A AMA #N/A MA #N/A #N/A #N/A #WA #WA AWA #N/A #N/A #N/A #N/A ANNA #N/A #N/A #N/A #WA #N/AA #N/A #WA Copy of WR Detention Sing 8-12-11, Pond 8/12/2011, 8.11 AM RESTRICTOR PLATE SIZING FOR CIRCULAR VERTICAL ORIFICES Project: City of Wheat Ridge Town Center North Subdivision Drainage Report Basin ID: Extended Detention Basin Design Dia. To 0 0 0 0 0 0 0 0 Y0 L - Sizing the Restrictor Plate for Circular Vertical Orifices or Pipes (Input) Water Surface Elevation at Design Depth Pipe/Vertical Orifice Entrance Invert Elevation Required Peak Flow through Orifice at Design Depth Pipe/Vertical Orifice Diameter (itches) Orifice Coefficient Full -flow Capacity (Calculated) Full -Flow area Half Central Angle in Radians Full -Flow capacity Calculation of Orifice Flow Condition Half Central Angle (0 -Theta -3.1416) Flow area Top width of Orifice (inches) Height from Invert of Orifice to Bottom of Plate (feet) Elevation of Bottom of Plate Resultant Peak Flow Through Orifice at Design Depth Width of Equivalent Rectangular Vertical Orifice Centroid Elevation of Equivalent Rectangular Vertical Orifice Elev WS = Elev. Invert = 0= Dia = Co = #1 Vertical #2 Vertical Orifice Orifice 5,403.50 5,406.75 5.402 00 5,402.00 118 692 120 290 060 0.60 feet feet nches Af = 0.79 4.59 sq R Theta = 3.14 3.14 rad Of = 3.8 41.6 cfs Percent of Design Flow = 320% 601% Theta = rad A. = sq It T. = inches Y. = "i..31 feet Elev Plate Bottom Edge = 0 feet O, = chs Equivalent Width= 0.68 1.36 feet Equiv. Centroid EI. = BAMS 6,40225 feet Copy of WR Detention Sizing 8-12-11, Restrictor Plate 8/12/2011, 8:11 AM STAGE -DISCHARGE SIZING OF THE WEIRS AND ORIFICES (INLET CONTROL) Project: City of Wheat Ridge Town Center North Basin to: Extended Detention Basin Design re ro Rooted ONer ft ISyla Sul Reeeq Opa r� v r rp Current Routing Order is #1 " Design Information lingutY Circular Opening Diameter in Inches OR Rectangular Opening. Width in Feet Length (Height for Vertica0 Percentage of Open Area After Trash Rack Reduction Orrice Coefficient Weir Coefficient Orifice Elevation (Bottom for VerticaD Calculation of Collection Capacity Net Opening Area (after Trash Rack Reduction) A, = 3.60 360 0 13 041 sq it OPTIONAL: User-Overide Net Opening Area A. I Isq ft Perimeter as Weir Length L,. = 7.60 760 ft OPTIONAL. User-Overide Weir Length L„. = ft Top Elevation of Vertical Orifice Opening. Top = 540231 540282 it Center Elevation of Vertical Orifice Opening, Can = 5402 16 540241 it I Routing 1: Water flows through WOCV plate and #1 horizontal opening into #1 vertical opening. This flow plus flow from #2 horizontal opening flows through #2 vertical opening. Horizontal Orifices ve.. - n.:n..e_ Labels la WOCV, Minor, Major Storage W S Elevations m t #1 Honz #2 Horiz #1 Vert. #2 Ven #2 Honz Weir Flow cis Dia = #1 Vert. Collection Capacity Cis #2 Vert7ollection Collection Capacity cis Target Volxres for WOCV, MnorS 8 Map, Storage Voir,_ inches 5402.00 0.00 0.00 0.00 0.00 0.00 W = 3.00 3.00 0 68 0.64 R L or H = 2.00 1 2.00 1 0.31 0.82 1 ft 1.53 0.25 5403.50 040 % open = 60 60 60 60 % C. = 0.50 0.50 0.60 0.60 8.08 C„ = 3.00 102 0.82 2.51 0.82 E. = 5403.50 5406.75 5,40200 L 5 402 00 it Net Opening Area (after Trash Rack Reduction) A, = 3.60 360 0 13 041 sq it OPTIONAL: User-Overide Net Opening Area A. I Isq ft Perimeter as Weir Length L,. = 7.60 760 ft OPTIONAL. User-Overide Weir Length L„. = ft Top Elevation of Vertical Orifice Opening. Top = 540231 540282 it Center Elevation of Vertical Orifice Opening, Can = 5402 16 540241 it I Routing 1: Water flows through WOCV plate and #1 horizontal opening into #1 vertical opening. This flow plus flow from #2 horizontal opening flows through #2 vertical opening. Horizontal Orifices ve.. - n.:n..e_ Labels la WOCV, Minor, Major Storage W S Elevations m t Water surface EtavaSon fl WOCV Plale!Riser Flow cfs User -Hc #1 Honz. Weir Flow cis #1 Honz Orifice Flow cfs out #2 Honz Weir Flow cis #2 Honz Orifice Fbw cfs o #1 Vert. Collection Capacity Cis #2 Vert7ollection Collection Capacity cis Target Volxres for WOCV, MnorS 8 Map, Storage Voir,_ 5402.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 5403.00 0.25 0.00 0.00 0.00 0.00 0.56 1.53 0.25 5403.50 040 0.00 0.00 0.00 0.00 0.70 2.08 0.40 5404.00 0.50 8.08 10.21 0.00 0.00 0.82 2.51 0.82 5404.50 _ 0.58 22.80 14.44 0.00 0.00 0.93 2.88 0.83 5405.00 065 41.89 17.69 0.00 0.00 1.02 321 1.02 5405.25 0.68 52.76 19AII 0.00 0.00 1.07 5405.50 071 077 082 84.49 90.12 118.47 20.43 22.84 25.02 0.00 0.00 0.00 0.00 0.00 0.00 1.11 1.195406 126 =4.151.30 540600 50 5406.75 085 133.59 26.04 0.00 0.00 1.30 5407.00 087 149.29 27.02 2.85 722 1.34 5407.50 0.92 182.40 28.89 14.81 12.51 1.40 4.50 #N!A #WA iNlA AWA #WA SWA A #NIA *N/A MA #N/A MA #WA MA A #N/A #NIA #WA #MA #WA #PUA IIINZA A #N/A #N/A #WA #N/A #WA i11#WA %*MN A #N!A #N/A #NIA #WA #WA #NVA OWA A #N/A #N/A iN/A #NIA #WA Ill iWA #NIA #N/A #N/A #N/A #WA #WA #N/A #N/A #N/A #N/A #N/A #N/A #WA iWA #WA MIA #NIA III #WA MA #WA #WA #WA #N/A #N/A #4/A #N/A #WA #WA #i/A III I #NIA #N/A #WA #1/A #WA #NIA #NIA #1/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A Ili #N/A #N/A #NIA #NIA #NIA #N/A #N/A #N/A #N/A #N/A *UA #WA #N/A #N/A #N/A #WA #N/A #WA tIWA #WA #N/A #WA MA #N/A #141A #4/A iWA #N/A iWA #N/A #NIA *WA #4/A MA #WA t4WA #N/A #WA #WA #WA #N/A MA MA OVA #WA #WA #WA #WA #WA #N1A #WA #WA #WA #WA #WA #WA #WA #WA AWA #WA MA #WA 0WA #1/A #WA #WA #WA #WA #N/A MA #WA #WA #N/A #WA III Ill illi iWA #WA MA NWA #WA #UA MA #WA iWA #N/A #N/A iWA _# 1A ! #NIA #N/A __*N/A *N/A #N/A #N/A #N/A _ #N/A #N/A #N/A #N/A #N/A #N/A #N/AiNIA iN/A #N/A BNIA iN/A #N/A #N/A #N/A N/A #N/A #N/A #NIA #N/A #NIA ill #NIA #N/A #N/A *141A MA MA #WA *WA #N/A #N/A #N/A #WA #WA #N% #N/A #WA #WA #NIA *NA #N/A #N/A #WA #WA #WA #WA #N/A ,NIA #NIA I #N/A I #WA #WA #WA #N/A #WA Copy of WR Detention Sizing 8-12-11, Outlet 8/122011, 8:11 AM STAGE -DISCHARGE SIZING OF THE SPILLWAY Project: City of Wheat Ridge Town Center North Subdivision Drainage Report Basin ID: Extended Detention Basin Design sKN t �y 3 cup+o agWv.mob �. xyp Cx6�: Design Information (input): Rect Weir Flowrate cfs (output) Triangle Weir Flowrate cfs (output) Bottom Length of Weir L = 30.00 feet Angle of Side Slope Weir Angle = 75.96 degrees Elev. for Weir Crest EL. Crest = 5,407.50 feet Coef for Rectangular Weir C„ = 000 000 1 Coef for Trapezoidal Weir C, = 2.60 0.00 Calculation of Spillway Capacity (output): Water Surface Elevation ft. (linked) Rect Weir Flowrate cfs (output) Triangle Weir Flowrate cfs (output) Total Spillway Release cfs (output) Total Pond Release cfs (output) 5402.00 0.00 0.00 0.00 0.00 5403.00 0.00 000 000 025 5403.50 0.00 000 000 1 040 5404.00 0.00 0.00 0.00 0.82 5404.50 000 0.00 0.00 093 5405.00 0.00 000 000 102 5405.25 0.00 0.00 0.00 1.07 5405.50 0.00 000 0.00 1.11 5406.00 0.00 0.00 0.00 1.19 5406.50 0.00 0.00 000 126 5406.75 0.00 0.00 0.00 1.30 5407.00 0.00 000 0.00 4.19 5407.50 0.00 000 0.00 4.50 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A,#N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A Copy of WR Detention Sizing 8-12-11, Spillway 8/12/2011. 8:11 AM Z10 fff� LUO gg a g $ a WW;O as Y Q � 3 � 1-. gg NL: n \ N0. g o N Q O _ O _-__ — ________ _______ W `vaorosLn PO)! a a � `--- m/�I I ry --------- -- ---- ---- W QW a.. I' NN0. Sr On ' TOLJ I 0 I ii II �Q M{0M ��N �' Q. -O 0)N i I II � g o N I I— N w ' z g o i� �m M m € I In I I W CL LU w)) Z Z I N o N uii aY I I � I LLI U�((rj ul La ^€§ ja oma i Irc)vO r'UO D W N NSM O �ON N w0Ln w0. Z N L1J I I QNa >oN Imow N 0. =�N OD 5i OU H N 1 s m Q w I� ( I aln0 0� I inn U 2 wo v II � 3 N O Z I O 1 II II 8'' I 1 7 I m gfls��7C1 jim.?114 I '11W716"IrSIT City of Wheat Ridge 7500 W 29th Avenue Wheat Ridge, CO 80033 I iiiiiiiiiiiiij 1111111 1` 71111''FrIIIIIIII 111, I'll, The Institute of Transportation Engineers (ITE) has developed data regarding various trip types that all developments experience. These are found in several places, however, for this analysis the Trip Generation Manual 9h Edition as well as the Trip Generation Handbook were used to develop the criteria for this analysis. Lot 3 - Apartment Units - Specialty Retail KSF' TOTAL Fez , & 11 1 ile •- -a to generate approximately 975 average daily trips, 71 AM peak hour trips, and 104 PM peak hour trips. ZMEMMEMEMM W The following table shows a summary of the trips for the previous land use for the short term future, the proposed project and the net change in trips anticipated due to the change in land use on the project site. Table 3 - Tr . neration Comparison Previously Proposed Us e Net Change in Trips As shown in the above table, a decrease in trips is anticipate throughout the day due to the proposed change in land use. UMM31= oil 0 RfiI--MNtzIVJ1#II&2 V11001111MITSMIF-MgM ' 1 1: i � 11 1 ` so �= • N Wadsworth Boulevard, North of the Site - 45% • N Wadsworth Boulevard, South of the Site - 25% • W 44th Avenue East of the Site - 10% • W 44th Avenue West of the Site - 10% • W 38th Avenue East of the Site - 5% • W 38th Avenue West of the Site - 5% Based on the information included in this document, which includes a description of the project, anticipated trip generation for the previous and current proposed land uses, trip distribution and a comparison of the trip generation, it is concluded that the change in land use is not anticipated to have a significant impact on the conclusions and recommendations from the previous report for the short term. The long range conditions, which included traffic signal warrants being met for the intersection of 44th & Vance should be evaluated when definitive plans for Lot 3 of the development are known. 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Ibvt': IbyI SI 3 Y i Ibrt tl � NOYI Ct IMYI Ci Fs r--h,de'ornoanc, 1 i � ; Ireron,a,n<, s: 3 Y ine,P,r.•,w, v ' W Kphq St IS anldty�' (`� $ lF1 Kpl:nq SI Kipling SI > Kiplrtp SI D _ � s•_ .111 - tt5t , 51. 't•.IFv 1 f ' A "� i.' i� =p + I a [a m w PLAN VIEW SCALE IIW a V W I pamiummomm HS -20 RATED MANWAY ACCESS (AS REQUIRED) ADO RISER RINGS TO REQUIRED GRADE ELEVATION WRAP GEOTEME FABRIC f UNER COMBINATION MIN, V OVER TOP {i i l 4"-0" j t' DIAM. VENTHOLE 16 t 1 ONE SIDE ONLY � l I r I I II I I-- .� � II Illllil # El IIII IIII 4' TER ICT -77777 I II I I I I ,y M COMPACTED FILL SEE INSTALLATION NOTE 7 (BY OTHERS) GEO LE%UNER COMISNANON-' GEO ✓ FOR RETENTION/DETENTION SYSTEM (PROVIDED BY OTHERS) CONTRACTOR TO ENSURE ADEQUATE NG LE FABRIC FOR INFILTRATION SYSTEM (PROVIDED NOTE: TERdADUCT INSERTS TO BE KNOCKED OUT AT SEE INSTALLATION NOTE 2 SURFACE PROVIDED IN ACCORDANCE WITH BY OTHERS) SEE INSTALLATION NOTE' 2 SPECIFIED LOCATIONS ONLY (BY OTHERS}. PROJECT SPECIFICATIONS, A 2' SANG BEDDING TYPICAL ELEVA'nON LAYER IS REQUIRED. SEE DESIGN NOTE 7 ' PRELIMINARY "" NOT FOR CONSTRUCTION as .. p «,+ MANWAY ACCESS DETAIL SCALE: 318"= 1'- ' m PRELIMINARY rc r CORRECT - INSTALL RUBBER INCORRECT - DO NOT OVERLAP INCORRECT - LU NOT SPLICE SEALANT MATERIAL AT THE THE RUBBER SEALANT MATERIAL RUDER SEALANT MATERIAL AT APPLY CONSEAL CS -102 BUTYL. OUTER EDGE OF THE KEYWAY RUBBER S SHOULD BE AT SPLICE, A CORNER. RUBBER SEALANT RUBBER SEALANT BETWEEN rOF CONTINUOUS UND SHOULD BE CONTINUOUS AROUND CORNERS. AND BOTTOM MODULE, CORNERS, SEE PLACEMENT DETAIL AT RIGHT, CONS CS -102 BUTYL RUBBER SEALANT PLACEMENT DETAIL Tars «,+ MANWAY ACCESS DETAIL SCALE: 318"= 1'- ' m PRELIMINARY rc r F- - - - - - - - - - - - - - -------------- -- - - - - - - - - - - - - - - - ------------- -------------- - - - - - - - - - - - - - - - :4 A, KSIMARIZIMICII I a Itili:z;,Ivg NN, N wm-wgw� WolvaCaluo ZRIM10411"I•� -------------- :4 A, KSIMARIZIMICII I a Itili:z;,Ivg NN, N wm-wgw� WolvaCaluo ZRIM10411"I•� ,-- IN r « M+« » r » • _ r •# ®DESIGN NOTES. Worelilgroll DESIGN LOADINGS: A. AASHTO HS -20-+44 W1 IMPACT, B, DEPTH OF COVER = 6'- 5%X. C, ASSUMED WATER TABLE - BELOW BOTTOM. D. EQUIVALENT FLUID PRESSURE = 45 PCF, E. LATERAL LIVE LOAD SURCHARGE - 80 PSF. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 6,000 PSI, STEEL REINFORCEMENT: REBAR, ASTM A-615, GRADE 60. GEMENT: ASTM C-350 SPECIFICATION, STORM CAPTURE MODULE TYPE - DETENTION. REQUIRED BASE LAYER DEPTH - 2" SAND BEDDING LAYER.. REOUIRED NATIVE ALLOWABLE SOIL BEARING PRESSURE s 2,500 PSF AND 3,000 PSF WHEN USING LINK SLABS, REFERENCE STANDARDS: A. ASTM C 890 B. ASTM C 913 LESS THAN 6" OR GREATER THAN 5' OF COVER REQUIRES CUSTOM STRUCTURAL DESIGN AND MAY REQUIRE THICKER SUBGRADE, lialglownim R ♦. 1. i.. . r *• « « s M* ! •t a• s t* SHOULD NOT EXCEED 3" BELOW AN OUTFALL ELEVATIOW INTERNAL COMPONENTS CAN BE INCORPORATED FOR PRE-TREATMENT. MANUFACTURER RECOMMENDATIONS SHOULD BE FOLLOWED. SCHEDULED MAINTENANCE AND INSPECTION WILL INCLUDE REMOVAL OF DEBRIS BY MANUAL OR MECHANICAL MEANS, •i *PTtrNAL INTERNAL CONTROLsi BASED ON DESIGN w Wall # « r • ! : «» BE FOLLOWED, CONCRETE':«INSTALLED BELOW OPENINGS TO PREVENT BASE EROSIONDURING SCHEDULED INSPECTION AND MAINTENANCE ACTIVITIES, • • # tr 13 I 1#1 # -46101 0 * o i J PIPE PENETRATIONS TO i 6E DETERMINED BY j ENGINEER OF RECORD 1 � ppt I MODULE GI MODULE G1 ata• tr SCAM- tta 1,-W PRELIMINARY - NOT FOR CONSTRUCTION Oldcastle Precast' smakurumm ,�.�. STORM CA RE (TM) @ A� T «0 Tm REDLAND ! i ry VVVCM2- wt 7ji T" OF 6 # r rr • # # r r « # # «# r «•w r # DESIGN • DESIGN LOADINGS: A. AASHTO HS -20-44 Wt IMPACT. B. DEPTH OF COVER - 6'- 5`-0". C. ASSUMED WATER TABLE = BELLOW BOTTOM, D. EQUIVALENT FLUID PRESSURE = 45 PCF, E. LATERAL LIVE LOAD SURCHARGE - 80 PSF'. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 6,000 PSI. STEEL REINFORCEMENT: REBAR, ASTM A-845, GRADE 60. CEMENT: ASTM C-450 SPECIFICATION, STORM CAPTURE MODULE TYPE = DETENTION. REQUIRED BASE LAYER DEPTH - 2" SAND BEDDING LAYER, REQUIRED NATIVE ALLOWABLE SOIL BEARING PRESSURE = 2,500 PSF AND 3,000 PSF WHEN USING LINK SLABS. REFERENCE STANDARDS: A. ASTM C 890 B. ASTM C 943 LESS THAN 6" OR GREATER THAN 6 OF COVER REQUIRES CUSTOM STRUCTURAL DESIGN AND MAY REQUIRE THICKER SUBGRADE. 11911:21-Mlill r * .# r •* # • r r • « r. r • r SHOULDINCLUDE THE REMOVAL OF AA t NOT EXCEED 3- BELOW AN OUTFALL ELEVATIOkCOMPONENTS INCORPORATED FOR PREJREATMENTMANUFACTURER RECOMMENDATIONS SHOULD BE FOLLOWED, SCHEDULED MAINTENANCE AND INSPECTION WILL INCLUDE# OF DEBRIS MANUAL OR MECHANICAL MEANS, #w #. #MAI INTERNAL CONTROL #r r ON DESIGN MAIMW BE FOLLOWED. CONCRETE•S MAY BE INSTALLED BELOW INLET GRATE OPENINGS AND PIPE INLETS PREVENT BASE EROSIOW DURING!r r INSPECTION AND MAINTENANCE ACTIVITIES, r..r . :# #r • r # # rear rr • r • s #- • r • ,*« « # #* r r r« ;r • to • r* # r Geotechnical Engineering Report Town Center North Apartments Wheat Ridge Town Center North — Lot 1 Southeast of Vance Street & West 44th Avenue Wheat Ridge, Colorado July 2, 2014 Terracon Project No. 25145061 Prepared for: Town Center North Apartments, LLLP Denver, Colorado Prepared by: Terracon Consultants, Inc. Wheat Ridge, Colorado SEEM Town Center North Apartments, LLLP 2300 151h Street, Suite 325 Denver, CO 80202 Attn: Mr. Tyler Downs E.* tdowns@wazeepartners.com P: 720.420 1568 Re: Geotechnical Engineering Report Town Center North Apartments Wheat Ridge Town Center North Southeast of Vance Street and West 441 Avenue Wheat Ridge, Colorado Terracon Project No. 25145061 [l% Terracon Consultants, Inc. (Terracon) has completed the geotechnical engineering exploration for the above referenced project. This study was performed in general accordance with our proposal number P25140432 dated June 5, 2014. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning earthwork and the desi - n and construction of foundation--%&r-ir-Y.Wkb-%.plsijt-Q.�% for the proposed project. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report, or if we may be of further service, please contact us, Sincerely, CD -f -cal'sultAx-t—qJ Ir- q&Y*A-ff 7014 Scott B. Myers, P.E. Enclosures cc: Addressee (4 hard copies and PDF) I - File Thomas J. Nevin, P.E. Terracon Consultants, Inc. 10625 W, 1-70 Frontage Rd N, Ste 3 Wheat Ridge, Colorado 80033 P [303] 423-3300 F (3031423-3353 www,terracon,corn • � � •�� • M •• •- • • s #� , � f i � � -♦ •• � M � � i ♦. � � ®' « • • • � � "' M .� i t ..• • ! � ,.i.. t. * '� �. s. M• a + .^ *: * � �' M f • • r �' • •i .4� •' '' s �. .!'" • ! � • 4 � � M • � �" � • li 3 I'll i i.il����������ll������������i 0 1 # .# APPENDIX A — FIELD EXPLORATION Exhibit A-1 Field Exploration Descripti Exhibit A-2 Boring Location Plan Exhibit A-3 to A- 15 Boring Logs I APPENDIX B — LABORATORY TESTING Exhibit B-1 Laboratory Testing Description Exhibit B-2 to B- 18 Swell -Consolidation Test Results Exhibit B-19 Remold Swell -Consolidation Test Results Exhibit B-20 to B-21 Grain Size Distribution Exhibit B-22 Moisture -Density Relationship Exhibit B-23 to B-26 Summary of Laboratory Test Results APPENDIX C — SUPPORTING DOCUMENTS Exhibit C-1 General Notes Exhibit C-2 Unified Soil Classification Exhibit C-3 Description of Rock Propertil A geotechnical engineering report has been prepared for the Town Center North Apartments to be located southeast of the intersection of Vance Street and West 44t" Avenue in Wheat Ridge, Colorado. Based on the information obtained from our subsurface exploration and the laboratory testing completed, the site appears suitable for the proposed construction; however, the following geotechnical conditions will need to be considered: Up to about 5 feet of existing fill materials were encountered on the subject site. We do not possess any information regarding whether the remaining fill was placed under the observation of a geotechnical engineer, Based upon field and laboratory test data, it is our opinion the existing fill materials are not acceptable to support foundations and floor slabs without complete removal and replacement and within pavements without partial modification. If properly treated and compacted, the existing fill can be reused for support of foundations, slabs -on -grade and pavements, provided any deleterious materials are removed and some movement can be tolerated, Some additional removal and replacement may be required if unsuitable or soft materials are exposed. In our opinion, post -tensioned slab -on -grade, shallow piers or spread footing foundations may be constructed on modified fill materials and/or on-site native soils provided the owner is willing to accept the risk of movement. If the owner is not willing to accept the risk of movement associated with post -tensioned slab, shallow pier and spread footing foundations, the proposed structures may be supported on drilled pier foundation systems, Based on the 2012 International Building Code, Section 1613.3.2, the seismic site classification for this site is C. The amount of movement associated with foundations, floor slabs, slabs -on -grade, etc. will be related to the wetting of the underlying soils and bedrock. Therefore, it is imperative the recommendations outlined in the "Grading and Drainage" section of this report be followed to reduce potential movement, Moisture conditioning and/or replacement of the on-site fill materials and/or native soils should follow the recommendations outlined in the "Earthwork" section of this report. This summary should be used in conjunction with the entire report for design purposes. it should be recognized that details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein, The section titled GENERAL COMMENTS should be read for an understanding of the report limitations. GEOTECHNICAL ENGINEERING REPORT TOWN CENTER NORTH APARTMENTS SOUTHEAST OF VANCE STREET & WEST 44 TH AVENUE WHEAT RIDGE, COLORADO Terracon Project No. 25145061 July 2, 2014 A geotechnical engineering report has been prepared for the Town Center North Apartments to be located southeast of the intersection of Vance Street and West 441h Avenue in Wheat Ridge, Colorado. R101#111oar". The purpose of these services is to provide information and geotechnical engineering recommendations relative to: a Subsurface soil and bedrock conditions a Lateral earth pressures a Groundwater levels a Foundation design and construction 5 Earthwork a Floor slab design and construction a Drainage Uu= Responsive a Resourceful a Reliable See Appendix A, Boring Location Plan We understand the proposed construction will consist of the construction of a main four-story building, The proposed building will have a building footprint of about 58,000 square feet, L& .# I Illy FF�7-1 Walls: 2 to 6 klf (assumed) Geotechnical Engineering Report July 2, 2014 a Terracon PioJect No. 4a ,+Dvo 1 03= �� Slabs: 200 psf (assumed) We understand the proposed main building and garages will be of wood frame construction supported on a post -tensioned foundation systems, The proposed carports will most likely be steel framed structures supported on shallow piers or spread footings, I Main building and garages: Post -tensioned foundation system Anticipated foundation systems I Carports: Shallow piers ♦. spread footings Z�� ROM I 3 feet (assumed) None anticipated _11, anticipate asphalt or Portland cement concrete paved parking areas and drives, along with the installation of utties wn about 5 feet of finished site grades. 2.2 Site Location and Description The Proposed development will be located on • I in the Wheat Location Ridge Town Center North subdivision, southeast of the intersection Of Vance Street and West 44th Avenue in Wheat Ridge, Colorado, The general location of the proposed project is 39.77620 N 105,07860 W Current site conditions The subject site consists of vacant land, North: West 44th Avenue followed by commercial development Adjacent development East: Upham Street followed by residential development West., Vance Street followed by commercial development t men' South: Residential development — existing apartments Ground cover in the area of the proposed project appears t :� on ist Current ground cover ( c sist of barren ground, Existing topography Thesite appears to be relatively flat with an elevation difference of less than about 3 feet. Responsive a Resourceful a Reliable 2 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridge, Colorado lrerracon July 2, 2014 a Terracon Project No, 25145061 ME= R.M., 1979), consists of Eolian sand of the Holocene and Pleistocene ages. Eolian sand in this area consists of light brown fine sand, sandy sift, and clay, In some localities may contain large amounts of clay and silty clay. Crossbedded in some places, but generally structureless. These materials, as mapped in this area, are generally less than 10 feet thick, but locally may be as much as 30 feet thick. Due to the flat nature of the site, geologic hazards at the site are anticipated to be low. Seismic activity in the area is anticipated to be low, and from a structural standpoint, the property should be relatively stable, With proper site grading around proposed structure, erosional problems at the site should be reduced, 7=17 MR711 Ma of windblown sand or sift. This matedal generally has a low swell potential but upper 6 inches to 12 inches may locally have moderate swell potential. Windblown material may be subject to severe Settlement or hydrocompaction when water is allowed to saturate the deposits, The thickness of be less than 10 feet below the surface. I APE- -6 available large-scale geologic maps. Due to the scales involved, precise location of the site can be difficult to determine. In addition, the large-scale geologic maps describe only general trends, Local variations are possible and site specific geology may differ from those described above, A site-specific detailed geologic description is beyond the scope of this project. Ft '"im 730 t;ounrtes, MINIM -♦ States Geological Survey, Map GO -1453. 21-lart, Stephen S., 1972, Potentially Swelling Soil and Rock in the Front Range Urban Corridor, Colorado, Colorado Geological Survey, Environmental Geology No. 7, 32= Geotechnical Engineering Report PiI '#W*1Wf#W W I varying amounts of clay and silt WSTM.T.W.7 M_ with varying amounts of sand I sandstone and claystone I'M Sand* loose to medium dense Clay: medium stiff MZMMOEr� UI=» r • f 1A can be found on the Boring Logs in Appendix A. VKd swell potential, Based on our experience in the area the claystone bedrock is considered to have a low to high expansive potential. The existing sand fill, native sand soils and sandstone bedrock are considered to be essentially non -expansive, Responsive a Resourceful a Reliable 4 Geotechnical Engineering Report 1 ro Town Center North Apartments a Wheat Ridge, Colorado ierracon July 2, 2014 a Terracon Project No. 25145061 2 Expansion/consolidation testing was performed under a 500 psf surcharge load 3 Expansion/consolidation testing was performed under a 200 psf surcharge load Selected samples were combined and tested for maximum dry density — optimum moisture content determination in accordance with ASTM D698. In addition, a swell/consolidation test was performed on a remolded sample of the combined soils. Summary of the test results are presented below, Qcstllillo acm it-tri'vitte% tv auum �iq perceni Or stanoarci Procter maximum dry density at about 1 percent above the optimum moisture contenL Expansion/consolidation testing was performed under a 500 psf surcharge load. Laboratory testing for water soluble sulfate concentrations indicated levels of about less than 1 to 2 mgA. A summary of the laboratory test results is included it B, Responsive a Resourceful a Reliable 5 Geotechnical Engineering Report 1 OW Town Center North Apartments a Wheat Ridge, Colorado ierracon July 2, 2014 a Terracon Project No. 25145061 The borings were observed for groundwater while drilling. The groundwater levels are noted on the Boring Logs, and are summarized below. 1 None encountered 2 None encountered 3 None encountered 4 None encountered 5 None encountered 12 feet 7 None encountered 8 None encountered 9 None encountered 10 None encountered 11 None encountered Pi None encountered P2 None encountered Borings were backfilled after obtaining initial groundwater measurements. These observations represent groundwater conditions at the time of the field explorations, and may not be indicative of other times or at other locations. Groundwater levels can be expected to fluctuate with varying seasonal and weather conditions. TreT groundwater beneath the project area is generally expected to be encountered in unconsolidated alluvium materials at depths of 10 to 20 feet below ground surface. Zones of perched and/or trapped groundwater may also occur at times in the subsurface soils overlying bedrock, on top of the bedrock surface or within permeable fractures in the bedrock materials, The location and amount of perched water is dependent upon several factors, including hydrologic conditions, type of site development, irrigation demands on or adjacent to the site, fluctuations in water features, seasonal and weather conditions. 31-fillier, Donald E.; Schneider, Paul A, Jr. and Hutchinson E 83. Dan I i I 144 1 i «_« «« Responsive a Resourceful a Reliable 6 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridge, Colorado 1rerracon July 2, 2014 n Terracon Project No. 25145061 Groundwater level fluctuations occur due to seasonal variations in the amount of rainfall, runoff, and other factors not evident at the time the borings were performed. Groundwater levels during construction or at other times in the life of the structure may be higher or lower than the levels indicated on the boring logs. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project. 111i j�i'rjTjTkTJTffT iimiilllllllll� il , NMI Based on subsurface conditions encountered in the borings, the site appears suitable for the proposed construction from a geotechnical point of view provided certain precautions and design and construction recommendations outlined in this report are followed, We have identified geotechnical conditions that could impact design and construction of the proposed building and R ther site improvements, Existing Fill Materials Up to about 5 feet of existing fill was encountered on the subject site. We do not possess any information regarding whether the remaining fill was placed under the observation of a geotechnical engineer, Support of foundations, floor slabs, and pavements on or above existing fill I soi s is discussed in this report. However, even with the recommended construction testing services, there is an inherent risk for the owner that compressible fill or unsuitable material within or buried by the fill will not be discovered. This risk cannot be eliminated without completely removing the existing fill, but can be minimized by thorough exploration, testing and remedial earthwork. Terracon's services did not include delineating the horizontal or vertical extent of the existing fill material. While not observed within the exploratory borings, there exists the potential for construction debris and/or domestic trash to be encountered within the fill. However, based on our observations during drilling, the potential is considered to be low, This should be verified by additional geotechnical exploration or evaluation at the site. If additional exploration is not performed, the owner should make allowances for such conditions to exist in the preparation of the project budget and/or construction plans. Based upon the field penetration resistance values and laboratory test data, it is our opinion the existing fill should not be used to support foundations and interior slabs -on -grade without complete modification, Existing fill can be used to support exterior slabs -on -grade provided the fill is modified by being partially overexcavated, properly moisture conditioned and compacted and the owner is willing to accept some risk of movement, We anticipate a majority • the existing fill can be reused for support of foundations and slabs -on -grade, provided any deleterious fill Responsive a Resourceful a Reliable 7 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridge, Colorado 1rerracon July 2, 2014 a Terracon Project No. 25145061 materials are removed and some movement can be tolerated, Some removal and replacement may be required if unsuitable or soft materials are exposed. Expansive Soils and Bedrock Materials in-OA-.421—a0i swell potential. Based on our experience in the area the claystone bedrock is considered to have a low to high expansive potential. The existing sand fill, native sand soils and sandstone bedrock are considered to be essentially non -expansive, This report provides recommendations to help mitigate the effects of soil shrinkage and expansion, However, even if these procedures are followed, some movement and cracking in the building, pavements, and flatwork should be anticipated. The severity of cracking and other dam !If excessive wetting or drying of the expansive clays and claystone. Eliminating the risk of movement and distress is generally not be feasible, but it may be possible to further reduce the risk of movement if significantly more expensive measures are used during construction, It is imperative the recommendations outlined in the "Grading and Drainage" section of this report be followed to reduce movement. 4.1.3 Structural Design Considerati In our opinion, post -tensioned slab -on -grade, shallow piers or spread footing foundations may be constructed on modified fill materials and/or on-site native soils provided the owner is willing to accept the risk of movement. Modification of the existing fill material should consist of complete overexcavation of the existing fill materials, moisture conditioning and recompaction and/or replacement With imported soils. If the owner is not willing to accept the risk of movement associated with post -tensioned slab, shallow pier and spread footing foundations, the proposed structures may be supported on drilled pier foundation systems, All existing fill below foundations should be removed to native soils and replaced with properly, moisture conditioned and compacted structural fill. The moisture content and compaction of ## .# soils should be maintained until slab -on -grade or pavement construction has been completed, Existing fill and native soils will be encountered beneath pavement and flatwork construction elevations_.TQxAd_ur,ej_, atr'i ski NF 11-9 Design and construction recommendations for the foundation system and other earth connected phases of the project are outlined below - Responsive a Resourceful a Reliable 8 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridge, Colorado Irerracon July 2, 2014 a Terracon Project No. 25145061 E The following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fills on the project. All earthwork on the project should be observed and evaluated by Terracon on a full-time b.sis, The evaluation of earthwork should include observation of overexcavation operations, testing of engineered fills, subgrade preparation, foundation bearing soils and other geotechnical conditions exposed during the construction of the project, 4.2.1 Site Preparation Strip and remove existing vegetation, organics and other deleterious materials from proposed building and pavement areas. All exposed surfaces should be free of mounds and depressions that could prevent uniform compaction. Stripped materials consisting of vegetation, unsuitable fills and organic materials should wasted from the site or used to revegetate landscaped areas or exposed slopes after completi of grading operations, Where coossible, the site should be • A; and to provide for a relatively uniform thickness of fill beneath the proposed structures, All exposed areas that Ml receive fill, once properly cleared, should be scarified to a minimum depth of 12 inches, conditioned to near optimum moisture content and compacted, It is imperative the moisture content of prepared materials be protected from moisture loss. Although evidence of underground facilities such as grease pits, septic tanks, cesspools, existing foundations and basements was not observed during the site reconnaissance, such features could be encountered during construction. If unexpected fills or underground facilities are encountered, such features should be removed and the excavation thoroughly cleaned prior to backfill placement and/or construction. It is anticipated that excavations for the proposed construction can be accomplished with conventional earthmoving equipment. Kependin# unon de h of excavation and seagA%?_1AP in excavations on the site. Pumping from sumps may be utilized to control water within excavations, if necessary, The stability of subgrade soils may be affected by precipitation and seasonal groundwater conditions, repetitive construction traffic or other factors, Where unstable conditions are encountered or develop during constructio'n-lq9AWO zones and mixing these soils with crushed gravel or recycled concrete and recompaction. Use of lime, fly ash, kiln dust, cement or k,,eotextiles coul-d Laboratory evaluation is recorninetcled to ....... ----------- ---------- Responsive a Resourceful a Reliable 9 Geotechnical Engineering Report IF* Town Center North Apartments a Wheat Ridge, Colorado Terracon July 2, 2014 n Terracon Project No, 25145061 soils prior to construction. Lightweight excavation equipment may be required to reduce subgrade pumping. The individual contractor(s) is responsible for designing and constructing stable, tempora excavations as required maintaining stability of both the excavation sides and bearing, excavations should be sloped or shored in the interest of safety following local and fede r - regulations, including current Occupational Safety and Health Administration (OSHA) excavati and trench safety standards, I 4.2.2 Material Types Engineered fill should meet the following material property requirements: On-site clay soils 7 On-site clay soils are considered suitable for reuse as compacted fill below foundations and slabs -on -grade. SM, SP, SC On-site sand soils are considered suitable for reuse as compacted fill below foundation and slabs -on -grade. Imported soils meeting the gradation outlined herein can Impo a soils be considered acceptable for use as engineered fill beneath slabs and pavements, I , Controlled, compacted fill should consist of approved materials that are free of organic matter and debris, Frozen material should not be used, and fill should not be placed on a frozen subgrade. A sample of each material type should be submitted to the geotechnical engineer for evaluation, i:. +i soils * Liquid Limit. ...... 30 (max) * Plastic Limit. . (max) a Maximum Expansive Potential ...... ...... ____1 0* *Measured on a samRle-pp-m.. optimum water content, The sample is confined under a 200 psf surcharge and submerged, Compaction Requirements Engineered fill should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. Responsive a Resourceful a Reliable 10 Geotechnical Engineering Report Town Center North Apartments YA Wheat Ridge, Colorado 1rerracon July 2, 2014 x Terracon Project No. 25145061 Item Description 8 -inches or less in loose thickness when heavy, self - I propelled compaction equipment is used Fill lift thickness I 4 to 6 -inches in loose thickness when hand -guided equipment (i.e. jumping jack, plate compactor) is used Minimum of 95% of the material's standard Proctor maximum dry density (ASTM D698). +1 to +4% of the optimum moisture content 0 to +2% of the optimum moisture content in pavement areas Moisture content cohesionless soil • -3 to +3 % of the optimum moisture content 1. We recommend that engineered fill be tested for water content and compaction during placement, Should the results of the in-place density tests indicate the specified water or compaction limits have not been met, the area represented by the test should be reworked and retested as required until the specified water and compaction requirements are achieved. I Water levels should be maintained low enough to allow for satisfactory compaction to be achieved • the compacted fill material pumping when proofrolled, 3. Moisture conditioned clay soils should not be allowed to dry out. A loss of moisture within these materials could result in an increase in the materials expansive potential, Subsequent wetting of these materials could result in undesirable • Excavation and Trench Construction Excavations into the subsurface soils will encounter a variety of conditions, Excavations into the clay fill materials, clay soils and claystone bedrock can be expected to stand on relatively steep temporary slopes during construction. However, caving soils are likely when excavating into the existing sand fill, native sand soils, or possibly the sandstone, The individual contractor(s) should be made responsible for designing and constructing stable, temporary excavations as required to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local and federal regulations, including current OSHA excavation and trench safety standards. Soils penetrated by the proposed excavations may vary significantly across the site, The soil classifications are based solely on the materials encountered in the exploratory borings, The two should be evaluated to determine any excavation modifications necessary to maintain safe conditions. 11 11g; I", WgVA=,lrI_90_ RON Responsive n Resourceful x Reliable 11 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridge, Colorado Merriman July 2, 2014 a Terracon Project No. 25145061 through the trenches that could migrate below the building. We recommend constructing an effective clay "trench plug" that extends at least 5 feet out from the face of the building exterior. Fi-IT&T&TEKMl-&Wt---T&T&T&-&T&-,T-=, ZPTIT I i #r As a safety measure, it is recommended that all vehicles and soil piles be kept to a minimum lateral distance from the crest of the slope equal to no less than the slope height. The exposed slope face should be protected against the elements. Grading and Drainage All grades must be adjusted to provide positive drainage away from the building during construction and maintained throughout the life of the proposed project. Infiltration of water into utility or foundation excavations must be prevented during construction. Landscaped irrigation adjacent to the foundation systems should be minimized or eliminated. Water permitted to pond near or adjacent to the perimeter of the structures (either during or post -construction) can result in significantly higher soil movements than those discussed in this report, As a result, any estimations of potential movement described in this report cannot be relied upon if positive drainaqe is not obtained and maintained. aid lif 1 11 WOMU =IP17ercent graoe Tor at least lf teet beyond the perimeter of the buildings, where possible. Where possible, asphalt pavement or concrete flatwork should be sloped at a minimum of 2 percent beyond the building perimeter, Where Americans with Disabilities Act (ADA) or other requirements or existing site features limit the gradient, slopes on the order of Y2 to 1 percent minimum are considered acceptable. Backfill aaain t footings, ejterior ILVJI&Mid ift utaLty Where flatwork abuts structures, care should be taken that joints are properly sealed and maintained to prevent the infiltration of surface water. Where landscape or xeriscape areas are within 10 feet of the foundation systems, the areas shall have positive drainage away from the foundation that is not hindered by landscape edging, grade variations or vegetation, In addition, consideration should be given to snow removal practices that will minimize the stockpiling of snow in planter and landscaped areas adjacent to structural improvements, Roof drains should discharge on pavements or be extended away from the structures a minimum of 10 feet through the use of splash blocks or downspout extensions. A preferred alternative is to have the roof drains discharge to storm sewers by solid pipe or daylighted to a detention pond or other appropriate outfall. Responsive w Resourceful x Reliable 12 Geotechnical Engineering Report Town Center North Apartments x Wheat Ridge, Colorado 1rerracon July 2, 2014 a Terracon Project No. 25145061 3 horizontal (H) to I vertical (V). Steeper slopes, including areas where retaining walls are planned, should be evaluated for slope stability. The recommended 3H:1V slopes are based on ex!.:grience with slooes in soils such as thAn by state and local government agencies. However, the use of 3H:1V slopes does not guarantee that slope failures will not occur, It is recommended that all exposed earth slopes be seeded to provide protection against erosion. Seeded slopes should be protected with erosion mats until the vegetation is established, 4.2.6 Earthwork Construction Considerations URonc�, letion of gm ft -9 the subgrade prior to construction of foundations, floor stabs, pavements, etc. Construction traffic over prepared subgrade should be minimized and avoided to the extent practical. Construction t-r?ffla'#'XLW ftrawsardw M'. nsity of the t• .R' Subsequent wetting of these materials will result in undesirable movement. The site should also be graded to prevent ponding of surface water on prepared bgrade or in excavations. In areas where water is allowed to pond over a period of time, the affected area should be removed and allowed to dry out; however, allowing the clays to dry out below the ootimurn moisture content is not 2,702—N-P*t4 be overexcavated and replaced with granular materials and/or non- to low expansive materials, As an alternative, chemical treatment such as lime, !�:��bdixkwgmpA 7 also be considered as a stabilization technique. oil (550 wetted and/or subjected to repetitive construction traffic. Should unstable subgrade conditions develop, stabilization measures will need to be employed, Options for subgrade stabilization can include removal of unsuitable material and replacement with approved fill material. An alternative can include the use of TX -140 Tensar geogrid (or equivalent) overlain by Colorado Department of Transportation (CDOT) Class 5 or 6 aggregate base course. The depth of aggregate base course will depend on the severity of unstable soils, n�YTI.i ft the subgrade and foundation soils should not be planted next to the building, Trees and shrubbery should be kept away from the exterior edges of foundations, a distance at least equal to their expected mature height. Responsive n Resourceful a Reliable 13 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridge, Colorado Irerracon July 2, 2014 n Terracon Project No, 25145061 The geotechnical engineer should be retained during the construction phase of the project observe earthwork and to perform necessary tests and observations during overexcavati operations, excavations, subgrade preparation; proof -rolling; placement and compaction controlled compacted fills', backfilling of excavations into the completed subgrade, and just prilo to construction of building floor slabs. Soluble Sulfate Test Results The following table lists the results of laboratory soluble sulfate testing performed on samples obtained during our field exploration. These values may be used to estimate potential corrosive characteristics of the on-site soils with respect to contact with the various underground materials which will be used for project construction. I Results of soluble sulfate testing indicate that ASTM Type I Portland cement is suitable for all project concrete on and below grade, However, if there is no (or minimal) cost differential, use of ASTM Type 11 Portland cement is recommended for additional sulfate resistance of construction concrete. Foundation concrete should be designed in accordance with the provisions of Section 318, Chapter 4, of the A C1 Design ManuaL i�� I 111�111�11 • Post -tensioned slab -on -grade foundations, • Shallow pier/spread footing foundations. • Straight -shaft, cast -in-place piers/shafts bearing in bedrock. In our opinion, post -tensioned slabs -on -grade, shallow piers or spread footing foundations may be constructed on modd fill materials and/or on-site native soils provided the owner is willing to accept the risk of movement. if the owner is not willing to accept the risk of movement associated with post -tensioned slabs -on -grade, shallow pier and spread footing foundations, the proposed structures may be supported on drilled pier foundation systems bearing in the underlying bedrock. If the owner would like to support the proposed structures on drilled piers bearing in the underlying bedrock, we should be contacted to provide additional design criteria. Responsive ra Resourceful a Reliabie 14 Geotechnical Engineering Report Town Center North Apartments si Wheat Ridge, Colorado 1rerracon July 2, 2014 a Terracon Project No. 25145061 4.3.1 Post -Tensioned Slab Design Recommendations Based on the soil conditions encountered, use of post -tensioned slabs is feasible for support of structures provided the existing fill materials are modified and some potential for movement can be tolerated and: a The post -tensioned slab foundations are properly designed and constructed, a Approved materials supporting the foundation are properly placed and compacted, a Proper surface drainage is maintained throughout the life of the structures. a Managed landscaping measures are used, In our opinion, provided the existing fill materials are modified property, total foundati movements on the order of about I inch or less should be expected, provided o recommendations are followed, Modification of the existing fill material should consist of comple overexcavation of the existing fill materials, moisture conditioning and recompaction and, replacement with imported soils. Proper drainage should be provided on the design and duri construction to reduce potential movement, and structural floor systems should be considered. It should be noted that the presences of 1 to 2 -foot steps within long spans of post -tensioned slabs could create a situation where the slabs at different elevations perform independently of one another unless the steps are properly reinforced and designed to tie the slabs together to act as one ngid structure. We strongly recommend that joints be designed within the full height of the structure of the building over each step in order to help the structure be capable of withstanding movements on the order of 1 inch or more. a based on the following: I _, (2004, Third Edition), Design (and Construction) of Post -Tensioned Slabs -on -Ground, Post -Tensioning Institute. Responsive a Resourceful a Reliable 15 Geotechnical Engineering Report Town Center North Apartments * Wheat Ridge, Colorado July 2, 2014 a Terracon Project No. 25145061 (feet) l,T1 Edge Lift Condon I Must be removed and with11 new engineered fill 2,500 Post -tensioned slabs, thickened or turndown edges and/or interior beams should be designed and constructed in accordance with the requirements of the PTI and the American Concrete Institute (ACI). It should be noted that ym is the estimated vertical movement at the edges of a uniformly loaded slab. These are theoretical values that are used in the design of post -tensioned slabs -on -grade w#ul* Asureviously and cosmetic distress is considered acceptable. should be given to structurally separating these areas of the slab from the remaining interior portion of the slab. Exterior slab areas may be cantilevered portion$ of the slab which are subject to uplift from frost heave and swelling of the expansive soils, sometimes beyond those used for design, due to over watering of adjacent landscaped areas. Such movement in the exterior slabs can result in change in slab grade to the point where negative grade results and water ponds adjacent to the interior areas of the slab. Repairs of such conditions are difficult and costly, particularly if the floor slabs are ## i. slabs, .# - 10104MRIMNOM # - a H-OT01 -I (try# - M T Mc iM enor post -tensioned slabs need not be 36 inches in depth as frost protection is not possible, Responsive a Resourceful a Reliable 16 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridge, Colorado 1rerracon July 2, 2014 a Terracon Project No. 25145061 Masonry walls should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. The use of joints at openings or other discontinuities in masonry walls is recommended. 4.3.2 Post -Tensioned Slab Construction Considerations The above outlined movement estimates should also be considered as the potential amount of tilting of the structure, which could be caused b Axi non-uniformsUo&bi5n'VYA-*fiT ��p wW ��j materials below the post -tensioned slab, Failure to maintain soil water content below the slab above. 4.3.3 Car Port Foundation Design Recommendations Design recommendations for the proposed car ports may consist of a shallow pier foundation system or spread footings. Shallow piers or spread footings are presented in the following paragraphs - Coefficient of friction at base of the pier/footing - - ----- ---- Passive earth pressure equivalent fluid pressure 250 psf Minimum depth of base of pier/footing 3 feet Estimated total movement About I inch top 3 feet of the shallow pier should be ignored in engineering calculations, 2. The design bearing pressure applies to dead loads plus design live load conditions. The design bearing pressure may be increased by 1/3 when considering transient loads that include wind or seismic conditions, Moro DOW# � XUBit" 13`11!1111�lili:7 uutV Ulaffidge 5nOU10 De proviaea in the tinal design and during construction and throughout the life of the structure, Failure to maintain the proper drainage as recommended in the "Grading and Drainage" section of this report will nullify the movement estimates provided above. Responsive a Resourceful a Reliable 17 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridge, Colorado Irerracon July 2, 2014 a Terracon Project No. 25145061 Where: Tu= Ultimate uplift capacity (Ibs) D = Depth to base of footing/deadman foundation below final grade (ft) 8 = Width of footing/deadman foundation (ft) L = Length of footing/deadman foundation (ft) W = Weight of footing/deadman + weight of soil directly over the top of the footing/block (lbs) the equation above by an appropriate factor of safety. A factor of safety of at least 2.0 is recommended for live uplift loads in the analysis, 4.3.4 Car Port Footing Foundation Construction Considerations Shallow piers or spread footing construction should only be considered if some foundation movement can be tolerated. Shallow piers or spread footing foundations should be constructed on a native soils or engineered fill, as described previously. Existing fill below foundations should be removed and replaced. Spread footings should be supported by natural on-site soils or properly moisture conditioned and compacted structural fill. Structural fill should be moisture conditioned and compacted as recommended in the "Compaction Requirements" section of this report. We do not anticipate that unstable soil conditions will be encountered in the base of the excavations for the proposed footings. However, if unstable conditions are encountered, these will need to be stabilized prior to the placement of structural fill or constructing the footings, The use of angular rock, recycled concrete and/or gravel pushed into the yielding subgrade are generally considered suitable means of stabilizing soft soils below foundations. Alternatively, the use of geogrid materials in conjunction with gravel have also been successfully used to stabilize soft soil conditions below foundations, The geotechnical engineer should be allowed to observe the foundation supporting soils prior to foundation construction, If unstable soil conditions are encountered, supplemental recommendations will be provided. Responsive a Resourceful a Reliable 18 Geotechnical Engineering Report SW Town Center North Apartments a Wheat Ridge, Colorado Terracon July 2, 2014 a Terracon Project No. 25145061 n ano IaDoratory testing, it is our opinion that the soils have a low risk of liquefaction. The following table presents the seismic site classification based on tho 2012 International Building Code: 2012 • Building Code (IBC) C 1In general ac&�r—dance with the 2-012 I-n-te-r-n-a-'16—dnal Bu—ild—ing'-C—ode, —Secfion 1613.3.2. 2. The 2012 International Building Code (IBC) requires a site soil profile determination extending a depth •.. 100 feet for seismic site classification, The current scope requested does not include the required 100 foot soil profile determination, The deepest borings of this exploration extended • a maximum i^• • *• 30 feet and this seismic site class definition considers that similar soil conditions exist below the maximum depth of u exploration. Additional exploration arseeper depths could ♦ performed to confirm the conditions below the current depth of •s,• If the owner is willing to accept risk of movement, slabs -on -grade may be utilized for the interior floor systems provided slabs -on -grade are constructed on a zone of modified existing fill and native soils. Modification of the existing fill material should consist of complete overexcavation of the existing fill materials, moisture conditioning and recompaction and/or replacement with imported soils. Based upon the results of the laboratory tests, we estimate potential slab movement on the order of about 1 inch is possible for the stabs constructed on the modified fill and native soils. If very little movement can be tolerated, structural floor systems should be used. A minimum 12 - inch crawlspace, or void space should be used for structural floor construction. The void space should be periodically checked and clearance maintained over the life of the structure. The use be tolerated and the subgrade soils are modified. Conventional slab -on -grade construction on expansive soils, whether in their natural state or moisture -conditioned and recompacted to a certain depth will move, The severity and magnitude of movement will depend on the depth of treatment, the resulting expansion potential of these materials, • the circumstances causing future wetting. 4.5.1 Interior Floors Design Recommendations If the owner cannot accept the risk of slab movement, a structural floor should be used. If the owner is willing to accept the risk associated With movement of a slab -on -grade floor system, slabs -on -grade should be constructed on modified existing fill and/or native soils, as recommended above, Responsive a Resourceful = Reliable 99 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridge, Colorado Irerracon July 2, 2014 n Terracon Project No. 25145061 ifluesign os-on-gracle, a modulus of subgrade reaction of 150 pounds per cubic inch (pci) may be used for point or limited area loads for floors supported on an engineered fill. Positive separations and/or isolation joints should be provided between slabs and all foundations, columns or utility lines to allow independent movement. Control joints should be provided in slabs to control the location and extent of cracking, A minimum 2 -inch void space should be constructed above or below non-bearing partition walls placed on the floor slab. Special framing details should be provided at doodambs and frames within partition walls to avoid potential distortion. Partition walls should be isolated from suspended ceilings. Interior trench backfill placed beneath slabs should be compacted in accordance with recommended specifications outlined below. The use of a vapor retarder should be considered beneath concrete slabs on grade that will be covered with wood, tile, carpet or other moisture sensitive or impervious coverings, or when the slab will support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer and slab contractor should refer to ACI 302 for procedures and cautions regarding the use and placement of a vapor retarder. ME= Other design and construction considerations, as outlined in Section 302AR of the ACI • Manual, are recommended. • Floors Construction Considerations The use of conventional slab -on -grade construction should only be considered if floor slab movement can be tolerated and the existing fill below slabs are removed and replaced with properly moisture conditioned and compacted engineered fill. We estimate this alternative will reduce movement to about 1 inch, Additional #♦ slab movement could occur should the floor slab supporting soils be allowed to dry out and subsequently become rewetted which could result in •4 excessive movement causing uneven floor slabs and severe cracking. Future wetting could occur due to over watering of landscaping, poor drainage, improperly functioning drain systems, and/or broken utility lines, Therefore, it is imperative that the recommendations outlined in the "Grading and Drainage" section of this report be followed. Responsive n Resourceful a Reliable 20 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridge, Colorado 1rerracon July 2, 2014 a Terracon Project No. 25145061 For areas where the owner is willing to accept a greater risk of movement, such as sidewalk. trash enclosure area, exterior slabs -on -grade, etc, slabs -on -grade may be constru ed on t cted on t existing material, We estimate movement on the order of about 1 inch or more may occur shou the subgrade soils become significantly wetted, I If the owner would like to reduce the risk of movement, we recommend the subgrade soils be modified Jw90naU1R*rzI%2* mtl*t m4w,- property processed, moisture conditioned and compacted back to the slab -on -grade subgrade elevation, We estimate this alternative will reduce movement to about I inch, 4.6.1 Exterior Flatwork Design Recommendations For structural design of exterior concrete slabs -on -grade, a modulus of subgrade reaction of 100 pci may be used for point or limited area loads for exterior slabs -on -grade at this site, �,7110M,tivp qAnnrnfiars, 4, ( ' ' - - LL "�� X Control joints should be provided in slabs to control the location and extent of cracking. 'a Exterior slabs should not be constructed on frozen subgra#- D^ # e Design Manual, are recommended. 4.6.2 —Exterior Flatwork Construction Considerations Movements of exterior slab -on -grades will likely be reduced and tend to be more uniform, if the slabs are constructed on a zone of modified soils. The estimates outlined above assume that the other recommendations in this report are followed. Addonal movement could occur should the subsurface soils become wetted to significant depths, which could result in potential excessive movement causing uneven exterior slabs and severe cracking. This could be due to over watering of landscaping, poor drainage, and/or broken utility lines, Therefore, it is imperative that the recommendations outlined in the "Grading and Drainage" section of this report be followed, Responsive a Resourceful a Reliable 21 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridge, Colorado 1rerracon July 2, 2014 a Terracon Project No. 25145061 We do not anticipat#... retaining walls or basement walls requiring lateral earth pressures will be constructed for this project. However, if plans change and small site walls less than 4 feet aft to be constructed, they may be designed using the following criteria, Earth pressures will be influenced by structural design of the walls, condons of wall restraint, methods of construction and/or compaction and the strength of the materials being restrained. Two wall restraint conditions are shown, Active earth pressure is commonly used for design of free-standing cantilever retaining walls and assumes wall movement, The "at -rest" condition assumes no wall movement, The recommended design lateral earth pressures do not include a factor of safety and do not provide for possible hydrostatic pressure on the walls, S = Surcharge For active pressure movement (0.002 H to 0.004 H) For at -rest pressure TS ------ ------- I No Movement Assumed Horizontal Finished Grade ----------- H Horizontal Finished Grade p2­04—pi--+1 Retaininq Wall Granular - OM Active (Ka) 40 (Om)s (40)H Lean Clay - 0,47 60 (0A7)S f (60)H At -Rest (Ko) Granular - 0.50 60 (0,50)S (60)H Lean Clay - 0.64 80 (0.64)5 Passive (Kp) Granular - 10 360 --- Lean Clay -2.1 250 —floolm=111 SaWYM[FIN 0 - For active earth pressure, wall must rotate about base, with top lateral movements of about 0.002 H to 0,004 H, where H is wall height Responsive a Resourceful a Reliable 22 Geotechnical Engineering Report Town Center North Apartments n Wheat Ridge, Colorado 1rerracon July 2, 2014 a Terracon Project No. 25145061 X For passive earth pressure to develop, wall must move horizontally to mobilize resistance, X Uniform surcharge, where S is surcharge pressure a In-situ soil backfill weight a maximum of 120 pcf a Horizontal backfill, compacted to at least 95 percent of standard Proctor maximum dry density n Loading from heavy compaction equipment not included a No hydrostatic pressures acting on wall a No dynamic loading a No safety factor included in soil parameters To control hydrostatic pressure behind earth -retaining walls we recommend that a drain be installed below the foundation of the wall with a collection pipe leading to a reliable discharge. If this is not possible, then combined hydrostatic and lateral earth pressures should be calculated for lean clay backfill using an equivalent fluid weighing 90 and 100 pcf for active and at -rest conditions, respectively. For granular backfill, an equivalent fluid weighing 85 and 90 pcf should be used for active and at -rest, respectively, These pressures do not include the influence of surcharge, equipment or floor loading, which should be added. Heavy equipment should not operate within a distance closer than the exposed height of retaining walls to prevent lateral pressures more than those provided. Desi- n of pavements; fotftnpL*_df�, Institute (AI) and the American Concrete Institute (ACI). If improvements to public roadways are anticipated, a pavement design report meeting the City of Wheat Ridge specifications will need to be prepared for submittal, subsequent to final grading. 4.8.1 Design Traffic We assumed the following design parameters for Asphalt Institute flexible pavement thickness design, * Automobile Parking Areas a Parking stalls and parking lots for cars and pick-up trucks, up to 200 stalls * Main Traffic Corridors * Parking lots with a maximum of 25 trucks per day * Subgrade Soil Characteristics USC S Classification — SP (Good subgrade),- SC, SM (Medium subgrade) and CL (Poor subgrade) — Pavement designs presented in this report are based on SC and SM (Medium subgrade) soils. We assumed the following design parameters for ACI rigid pavement thickness design based upon the average daily truck traffic (ADTT): Responsive a Resourceful a Reliable 23 Geotechnical Engineering Report RIFIWAW# THFUNINTSMOTRANZILOJ I 111cm MT * Automobile Parking Areas 0 ACI Category A-1- Automobile parking with an ADTT of I over 20 years * Main Traffic Corridors • ACI Category B: Commercial entrance and service lanes with an ADTT of 25 over 20 years * Subgrade Soil Characteristics ■ USC S Classification — SP (Good subgrade); SC, SM (Medium subgrade) and CL (Poor subgrade) — Pavement designs presented in this report are based on SC and SM (Medium subgrade) soils. * Concrete modulus of rupture value of 600 psi WE UNT, TIM, W W. knt IV (EDLA) of about 3 and the main traffic corridors correspond to an EDLA of about 10, We should be contacted to confirm and/or modify the recommendations contained herein if actual traffic volumes differ from the assumed values shown ab«ve. traffic volumes differ from the assumed values shown above. 4.8.2 «a •- Soils Based on a sulWjrade soil Unified Soil Classification as medium, Nil to low expansive sand fill materials will likely be encountered at pavement construction elevation. There is a low to slightly moderate risk of distress for pavements and flatwork on existing fill. Where fill is encountered below pavements, partial modification consisting of overexcavation of the existing fill to depths of about 2 feet, moisture treating and compacting to the required elevation will reduce the risk of distress to a low level, 4.8.3 Recommended Minimum Pavement Sections and Materials Alterru2tives for fie Responsive a Resourceful a Reliable 24 A5 -Y2 --- 5-Y2 Automobile Parking (Al Class I and ACI I B 4 6 10 Category A) C --- Main Traffic A 6 Corridor (Al Class III and B 4-Y2 8 Responsive a Resourceful a Reliable 24 Geotechnical Engineering Report ism Town Center North Apartments a Wheat Ridge, Colorado ierraco July 2, 2014 a Terracon Project No, 25145061 1 The placement of a partial pavement thickness for use during construction is not suggest without a detailed pavement analysis incorporating construction traffic. In addition, we should contacted to confirm the traffic assumptions outlined above. If the actual traffic varies from t assumptions outlined above, modification of the pavement section thickness will be required. For areas sub'ect to concentrated an axle of the refuse truck. tach pavement component: 0 Rol 19MUMIQ'Ifflip I Asphalt Concrete Surface.... ... ......... ........... _ ... __ ...... . .. .. Grading S or SX Aggregate Base Course ... ...............................Class 5 or 6 Portland Cement Concrete.. . ....... ......... _ ...... ................. Class P 4.8.4 Drainage Adjacent to Pavements The clayey sand soils can expand and/or lose stability with increases in moisture content, Therefo , lo iiia i vemmait *isi" IFTIMM ME,* to pavements, we recommend shoulder drains be considered. The drain system should consist of a property sized pipe embedded in free -draining material directed to a suitable outfall such as an underdrain or storm sewer, 4.8.5 Compliance Recommendations for pavement design and construction presented depend upon compliance with recommended material specifications. To assess compliance, observation and testing should be performed under the observation of the geotechnical engineer. Responsive a Resourceful w Reliable 25 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridge, Colorado Irerracon July 2, 2014 n Terracon Project No. 25145061 4.8.6 Pavement Performance A,2vexrexts o"m f*e eA�2As;,e-44y miiiimizii�j existss mitistwre that can -Mach the subgrade soils. Future performance of pavements at this site will be dependent upon several factors, including: * Maintaining stable moisture content of the subgrade soils both before and after pavement construction, * Providing for a planned program of preventative maintenance. Since the clay soils on the site have shrink1swell characteristics, pavements could crack in the future primarily because of expansion of the soils when subjected to an increase in moisture content to the subgrade. The cracking, while not desirable, does not necessarily constitute structural failure of the pavement, provided that timely maintenance, such as crack sealing is performed. Excessive movement and cracking could result if the subgrade soils are allowed to dry out before paving and subsequently become rewetted, * Site grading at a minimum 2 percent grade onto or away from the pavements, * Water should not be allowed to pond behind curbs. * Compaction of any utility trenches for landscaped areas to the same criteria as the pavement subgrade, * Sealing all landscaped areas in or adjacent to pavements to minimize or prevent moisture migration to subgrade soils. * Placing compacted backfill against the exterior side of curb and gutter. * Placing curb, gutter and/or sidewalk directly on subgrade soils without the use of base course materials. * Placing shoulder or edge drains in pavement areas adjacent to water sources, Preventative maintenance should be planned and provided for an ongoing pavement management program in order to enhance future pavement performance. Preventative maintenance activities are intended to slow the rate of pavement deterioration and to preserve the pavement investment. Preventative maintenance consists of both localized maintenance (e,g, crack sealing and patching) and global maintenance (eg. surface sealing). Preventative maintenance is usually the first priority when implementing a planned pavement maintenance program and provides the highest return on investment for pavements, 4.8.7 Construction Considerations Site grading is generally accomplished early in the construction phase. However as constructi proceeds, the ## .M- may be disturbed due to utility excavations, construction traffi desiccation, or rainfall, As a result, the pavement subgrade may not be suitable for pavemel Responsive a Resourceful ra Reliable 25 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridge, Colorado 1rerracon July 2, 2014 a Terracon Project No. 25145061 construction and corrective action will be required, The subgrade should be carefully evaluated at the time of pavement construction for signs of disturbance or excessive rutting, If disturbance has occurred, pavement subgrade areas should be reworked, moisture conditioned, and property compacted to the recommendations in this report immediately prior to paving, We recommend the pavement areas be rough graded and then thoroughly proof rolled with a loaded tandem axle dump truck prior to final grading and paving. Particular attention hou d be s I paid to high traffic areas that were rutted and disturbed earlier and to areas where backfilled trenches are located. Areas where unsuitable conditions are located should be repaired by removing and replacing the materials with property compacted fills. All pavement areas should be moisture conditioned and properly compacted to the recommendations in this report immediately prior to paving. The placement of a partial pavement thickness for use during construction is not recommended without a detailed pavement analysis incorporating construction traffic. In addition, if the actual traffic varies from the assumptions outlined above, we should be contacted to confirm and/or modify the pavement thickness recommendations outlined above, car, be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications, Terralcon should also be retained to provide testing and observation during the over excavation (if performed), grading, foundation and construction phases of the project. Tke a,*?,Iysisn4 rec**t�*km4.2ti+xs ;treseAteitLiAtXis ree;P*K ire *-,set ftfata +4taindt frorit tk,,e borijigs, pej(oru,,&t!-2t tke i*4,ic,2tO-t 14, o2ti*As -.,Alt f4m, #tXer iAf,*rm2ti*m 4iscvs&&t in t�iis report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include, either specifically or by implication, any environmental or biolo ic-an It f � lit' 2 This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices, No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the Responsive a Resourceful a Reliable 27 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridqq�e Colorado July 2, 2014 a Terracon Project No. 25145061 MTIR-7*7971, or location of Me project as o lined in this report, the conclusions and recommendations contained in this report shall not be considered valid unless report in writing, Rosponsive n Resourceful * Reliable 28 19 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridge, Colorado 1rerracan July 2, 2014 x Terracon Project No. 25145061 Field Exploration Description The locations of borings are presented in Exhibit A-2. The borings were located in the field by measuring with a measuring wheel from property lines and/or existing site features, Locations of the borings were recorded with a handheld GPS device. The accuracy of the handheld GPS is typically on the order of about ± 25 feet. The accuracy of the boring locations should only be assumed to the level implied by the methods used. The borings were drilled with a CME -75 or CME -45 truck -mounted rotary drill rigs with solid-ste augers. During the drilling operations, lithologic logs of the borings were recorded by the fie engineer. Relatively undisturbed samples were obtained at selected intervals utilizing a 3 -in outside diameter ring barrel sampler (RS), Bulk samples were obtained from auger cuffing Penetration resistance values were recorded-Lw-zx*-!xff W050M 924 MIU-L; (SPT). This test consists of driving the sampler into the ground with a 140 -pound hamm r fre failing through a distance of 30 inches. The number of blows required to advance the ring -ba sampler 12 inches (18 -inches for standard split -spoon samplers, final 12 -inches are recorded) the interval indicated, is recorded and can be correlated to the standard penetration resistanc- value depths, ring barrel sample blow counts are not considered N -values. IIIIIIIIIIIIIIIIIII I!, I 11IF!IIIII 11001- M )n an ana the subsurface information for this report, Groundwater measurements were obtained in the borings at the time of drilling. Borings, were backfilled with auger cuttings after obtaining the initial groundwater measurement, Some settlement of the backfill may occur and should be repaired as soon as possible. c co 2 15 E x 01 "I 91,21 Z -.,UIW t - r— --molk I mm I som BORING LOG NO. i Page I of PROJECT: Town Center North 'CLIENT: Town Center North Apartments, LLLP rtents SITE. Southeast of Vance Street & West 44th Avenin Wheat Ridge, Colorado I t5 LOCATION See Exhibit A-2 � enU A G rrs wz } .- aLMIT5 ua Latitude: 39.7764° Longitude: -905.0789° uz c >to X ato s h u� d 3: z�? rn is L -PL-Pf ca UJ Lu [DEPTH 0 U a. fine to medium grained, trace gravel, brown, medium dense _.20-19-1 w. 12 7-12 13...117 31 fine to medium grained, brown, loose 12__ _ .� _ -Q.4- 10 113__ .o brown, very stiff 21 108 0-"2.O §ANQ fine to coarse grained, brown, medium hard to very hard, weak cementation Ah 11 50111 m15 117 ca. c1 n 5 50/5"20— 15 102 LU z TME, gray, medium hard, ferrous staining H23,0 12 25-28 25- W w_�-- a to =� X0 12 2036 a ,Scaring Terminated at 30 Feet 30— 0 x u Stratification tines area approximate. In-situ, the transition may be -gradual, pp y 9 Hamrreer Type; Automatic x. Advancement Method. 44neh outside diameter solid stem flight auger See Exhibit A-1 for description of field procedures Notes: See Appendix B for description of laboratory w procedures aril additional data (if any). Abandonment Method; See Appendix C for explanation of symbols and Backfilled with auger cuttings abbreviations. 9 WATERLEVEL OBSERVATIONS _._ M None encounteredwhile drillingI Boring Started: 611 3120 1 4 Boring Completed: 613912094 rerracon Drill Rig: CME -75 Dollar, 10625 W 1-70 Frontage Road N., Ste. 3 = wheat Ridge. Colorado Project No.: 25145061 Exhibit: A BORING LOG NO.2 P8 e1of1 PROJECT: Town Center North CLIENT: Town Center North Apartments, LLLP �paftments SITE: Southeast of Vance Street & West 44th Avenin Wheat Ridge, Colorado LOCATION See Exhibit A-2z CL tS Latitude: 33.1764° Longitude: •105.0783" }}. h a q � Eimrrs W ,� to LDiu ato O U, 'c Z i Lt «PL Pt DEPTH �ZnCi d w ti" tpi J � � p � c�5 # Q. CLAY EY SANT? (AQ, fine to coarse grained, brown to light brown, loose 12 8-8 S"a"aa..w.....m..._...,�........_......,.,....._ __.�""..... 9 _ 113 ...�_____d., 5— ._12, _. 7V 112 rn _ 12 7.8 pat 1g 108 _ 5U0 .., _ ......f..m_... __ 12.0 LEAN rALAY_= with sand, brown, very stiff ui c 12 9-10 20 108 • 2010GLA)STONE, gray, firm 12 20-23 Baring Terminated at 20 Feet 2 w a ra w Stratification lines are approximate. io-situ, the transition may be gradual. Hammer Type: Autamatic a n Advancement Method. 4-inch outside diameter solid stem bight auger See Exhibit A»1 for description of field Notes: procedures See Appendix B for description at laboratory '__ _ procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and a B Pled with auger cuttings abbreviations. WATER LEVEL OBSERVATIONS __. None drillingIrerracon Boring Started: 611312014 Boring Completed: 6113/2014 encountered while Drill Rig: CME-75 m^ Driller, 10625 W 1-70 Frontage Resat# N., Ste. 3 Wheat Ridge, Colorado Project No.. 25145061 Exhibit: A-4 BORING LOG NO. 3 2e 1 Of 1 PROJECT: Town Center North -a I CLIENT:Down Center North tttnents, i SLP nts SITE: Southeast of Vance Street & West 44th Avenu Wheat Ridge, Colorado s r LOCATION See Exhibit A-2 cu A G LIMUS as d o M _ _ w Latitude: 35.7763° Lo xli#oda: -105.0766"z o Lu w LL-PL-PI ci t3 ¢ via 0 U DEPTH n with cobbles and gravel, brown, medium dense 12 1-23 � __...__. ..3� 136 .. .xaAai cr�i, fine to coarse grained, brown, loose12 _ 5 8 105 _. 7,0 6MIDY LEM CLAY (GU brown to gray, stiff r 12 5-8 O.t @ 10 116 12,0 QAYSTONE gray, medium hard, ferrous staining, M calcareous w 9a i2 1931 mm 02. Dsf 20 111 _.. µ00 - UJ.. Mme _ ..._ 20.f12 50t11p Baring Terminated at 20 t M W h- e�td fl 0 IX u. C1 St atdfica#ion dines are approximates. to situ. the transition may tae gradual. Hammer Type: Automatic us 0 Advancement Method: 4-inch outside diameter solid stem flight auger See Exhibit A-1 for description of field Notes: Ca procedures See Appendix B for description of laboratory > procedures and additional data (if any). Abandonment Methcrd See Appendix C hsr explanation of symbols and va Sacktiilled with auger cuttings abbreviations. WATER LEVEL OBSERVATIONS _a __ _ __ Nave encountered while drillingI _ rerracon Boring Started; 611312014 Boring Completed, 6/1312014 Drill Rig: CME-75 Driller, 10625 W 1-70 Frontage Road N., Ste. 3 Wheat Ridge, Colorado Project No.. 25245061 Exhibit: A-5 BORING LOG NO.4 Page 1 of PROJECT: Town Center North CLIENT: Town Center North Apartments, LLLP rtments SITE: Southeast of Mance Street & West 44th Aven Wheat Ridge, Colorado t LOCATION See Exhibit A-2 z A B cn u_J 6 a � Latitude: 39.7762° Longitude: -105.079° M , lir � Llffil7s _ u, U. X _J to ir� a Li-PLI Ul to EPTH 0 U EILL &LAYLY fine to medium grained, brown, medium dense 3.4 _ 12 120 _.. JILIY AMD (§M1 fine to medium grained, brawn, loose 12 5 7-7 10 112 NP 34 8.4 '; AANQX UAN QLAYM.1, brown to gray, stiff rJ 12 8-7+03 o@ 14 115 13.0 W c , 5, fine to coarse grained, reddish-brown, medium hard to hard, weak cementation -.. 15— 5018 15 115 Q. C? 24:020— 6 50f6" Boring Terminated at 20 Feer ua W ii a' �U G. ua 0 A to Ms Stratification lines are approximate, in-situ, the teansiMon may be gradua0, Hammer Type: Automatic a i aui Advancement Method See Exhibit A-t for description of field U. 4-inch outside diameter solid stem flight auger Notes: procedures See Appendix B for description of laboratory procedures and additional data (f any). Abarxionment Method. See Appendix C for explanation of symbols and T Backfilled with ager cuttings abbreviations, t� b ___ _w.ry WATER LEVEL O R1iATiC3NS _I ______ '..____ w None encountered while drilling � __ _._ ___ __w _ __ I rerracon Boring Started: 6113/2014 Boring Completed: 611312014 Cn Drill Rig: CME-75 Driller: cC) ------- 14625 W 1-70 Frontage Road N., Ste. 3 What Ridge, Colorado Project No.: 25145061 Exhibit: A-6 BORING LOG NO.5 Pae 1 of 1 PROJECT: Towns Center North CLIENT: Town Center North Apartments, L LLP artments :SITE: Southeast of Vance Street & West 44th Avenin Wheat Ridge, Colorado (0 LOCATION See Exhibit A-2 � ra AT7ERSERG to E Z p.„ .-, LIMITS Latitude: 39,7762' Longitude:-105.0783' ' w Cr p, ILI Q it S t U LL-PL-PI W do g to DEPTH 0 X 0 to V oU. LEAN CLAY fGLI, brown to light brown, stiff to very stiff, ferrous staining, calcareous 60 __-. ._ -_ _--- — 12 6-8 f2 23 106 5 12 _ 9-12 500f 6 93 4 s.9 Q , gray,; firm to medium hard 12 13-31 20 107 10_ 500 or s•- _ r 50/9R 10 $ 1_21 o. " 12 14-33_ _e 2 o 0501 11" v, ra �u t "X0 8 50/8- 0 Boring Terminated at 30 Feet Stratification Tines are approximate. to-situ, the transition may be gradual, Hammer ype: Automatic a. Advancement Method: 4-inch outside diameter solid skein flight anger See Exhibit A»t for description of field Notes; procedures See Appendix B for description of laboratory p procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and n BaWdled with auger cuttings abbreviations, WATER LEVEL OBSERVATIONS �_._.. ..._-_._ None encountered while drillingIreirracon Boring Staged 6f16f2014 Boring Completed; 6116l2014 Drill Rig: CME45 Driller. 10625 W 1-70 Frontage Road N., Ste. 3 ______.. Wheat Ridge, Colorado Project No.: 25145061 Exhibit: A-7 BORING LOG NO. Pae 1 of 1 PROJECT: Town Center North ? CLIENT: Town Center North Apartments, LLLP rtents rr: Southeast of Vance Street & West 44th AVenu Wheat Ridge, Colorado o LOCATION See Exhibit A=2 Q , cn LU w o ATTERSERC Q Latiludw 39.7764' Longitude: «105.0751" v w - � Ito n � � <dtA Ul _LIMITS _ z �i ua 2 i C El k Luxca O w LU a h LL-PL-P6uJ F d Q DEPTH c y 1a FILL - fine to coarse grained, trace gravel, light brown, medium dense, ferrous staining 31012 7-12 15 116 38-15-23 44 .r �....,,�...��.......,._M.........�.�.....�._.._ brown, medium stiff to Stiff ....m..,�_ .._ .�.. _....n.,. 12 .. 6µ10 16 114 °J _._ "6- V"6 12 4-5 28.97 v 12,0 _ brawn, firm, ferrous staining, calcareous cr 15.0 ry 15 12 17-21 22 106 Boring Terminated at 15 Peet a. n c? �r u c 0 0 w r= r>: to a 0 U. c Stratification lines are ppmx mate. Prrsitu, the transition may be gradual, Hammer Type. Automatic a. W Advancement Method: uSee 44nch outside diameter solid stem flight auger Exhibit A-1 for description of field Hakes: n procedures See Appendix 8 for description of laboratory ._. _ _„. Abandonment Method: procedures and adrkikional data (if any). See Appendix C for explanation Backfilled with auger cuttings of symbols and abbreviations. t% WATER LEVEL OBSERVATIONS E ; — Encountered at 12 feet white drilling __.__ .. ,___ _�._ _... ___ Boring Started 61116/20/4 ._ Irerra Boring Completed, 6116QO14 n Drill Rig: CME-45 Driifer: cy _ ._ _._ .._ __ ______ __. ------ _ 10625 W 1-70 Frontage Road N., Ste, 3 Wheat Ridge. Colorado Project No.. 25145061 Exhibit: A-8 BORING LOG NO. 7 Pae 1 of 1 PROJECT: Town Center North I CLIENT: Town Center North Apartments, LLLP A-Utments SITE; Southeast of Vance Street & West 44th Avenin Wheat Ridge, Colorado LOCATION See Exhibit A-2 in A RSE C w a. iii w t LM U- is Latitude: 39.7762° Longitude: -105,0781' W LU z LL-PL-P1 M t9 m U, � 0 0 tr Co 0 0 DEPTH a LEM .1M brown to light brown, stiff to very still, calcareous 12 5 5 27 99 12 6`130i W 106 s@f _22 MJ , gray, farm to medium hard, ferrous staining, 12 16-32 +"@ 20 104 calcareous ar - n .w u _ 15.8 11 50111" 22 105 Boring Terminated at 15 t L u L r 'v t i i f k D i 1 i Stratification laves are approximate, to-situ„ the transition may be gradual. Hammer 7"pe: Automatic Advancement Metluad: 44nch outside diameter solid stem flight auger See Exhibit A_1 for description of field procedures Notes; See Appendix B for description of laboratory procedures and additional data (i£ any). Abandonment Method: See Appendix C for explanation of symbols and Backfilled vnth auger cuttings abbreviations. WATER LEVEL OBSERVATIONS Mone encountered while drilling Boring Started 6116/2014 Boring Completed 611612414 erracanIr Drell Rig: CME-45 Driller: 14625 W I-70 Frontage Road N., Ste, 3 Wheat Ridge, Colorado Project No.: 25145461 Exhibit: A-9 BORING LOG NO.8 Pae 1 of 1 PROJECT: Town Center North € CLIENT: Town Center [North Apartments, LLLP rtments SITE: Southeast of Vance Street & West 44th Avenue Wheat Ridge, Colorado, I o LOCATION Sae Exhibit A-2 va A RSE C w 2 � U. N � �,,.,. � LI w Q Latitude: 39.776' Longitude: -105.0781' � � � � � � u W LU LL-PL PI z tuwiUJ U. 0 LU DEPTH it medium to coarse grained, brown, loose 04.0 12 4-4 13 106 QLMIQNF,, gray, firm to medium hard, ,, ..��.. calcareous P12 _. _._„ 13-26 ,......... 20 v».......... .�.�..._.., {11 5 _ 500 —Psf_ IMP 11 19 114 _50111". 500 _. mm C m "• t*'3 W 15.0 � �11 50111" 20 1 102 Boring Terminated at 15 Feet r z 6 0 Stratification lines are approximate. to-situ, the transition may be gradual, hlammar Type. Autornatec dx u Advancement Method: 44nch outside diameter solid stem flight auger See Exhibit A-1 for description of field procedures Notes: See Appendix B for description of laboratory procedures and additional data Of any). Abandonment Method: See Appendix C for explanation of symbols and Backfilled with auger cuffings abbreviations, WATERLEVEL OBSERVATIONS ._.�.._..� Boring Started; 811612014 Boring Completed 611612014 None encountered while drt€€rnc�I rerracon Dnit Rig: CME45 Driller: p......._.,..,,.,....__.........m...._......._,._..._,....,....__,._...._,...._._.._...._......_....._..>...._.........,__....... 10625 W 1-70 Frontage Road N., Ste. 3 Wheat Ridge„ Colorado Project No.: 25145061 Exhibit: A-fit BORING LOG NO.9 Pae 1 of 1 PROJECT: Town Center North j CLIENT: Town Center North Apartments, LLLP rtents SITE: Southeast of Vence Street & West 44th Aver u Wheat Ri BORING LOG NO. 90 Pae 9 of PROJECT: Town Center North � CLIENT. Town Center North Apartments, LLLP rtments SITE. Southeast of Vance Street & West 44th Avenin Wheat Ridge, Colorado LOCATION See Exhibit A.2� z w t.l RSE G w U Latitude: 39,776' longitude: ®105.0786° `ITS his __ tom- cC ? } uj I Q t3 D ii d w a� " � LL -PL -PI Lu DEPTH oa out. CLAM kAND-=, fine to coarse grained, reddish -brown, loose _ 12 3.5 9 109 12 _..._6-8.�..� . $ _ ,114 7.0 fLAY T- E. gray, weathered to medium hard, ferrous staining. n 12 10-16 96 500 W23 C"J r�4 u.r $ 5018° 17 110 Boring Terminated at 15 Feet n: w t- t''i G9 m us �+a J w F= 0. W 0 tX a+r Ci StraRc—stion Eines are approximate, 9n -situ, ft traits than may be graTUM, HammerType: Automatic 4 o. w Advancement Met 44nch outside diameter solid stem flight auger See Exhibit A-1 for description of field procedures Notes: ca See Appendix S for description of laboratory > procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and ua Sackfilled with auger cuttings abbreviations. t2 WATER LEVEL OBSERVATIONS -µ - None encountered while drillingIrerracon Suring Started 6113/2014 Sawing Completed 6/13f2014 Drill Rig: CME -75 C7nlier 10625 W 1-70 Frontage Road N., Ste. 3 Wheat Ridge, Colorado tProject No,. 25145061 Exhibit: A-12 BORING LOG %It'd. 11 Page I of 1 PROJECT: Town Center North i I CLIENT. Town Center North Apartments, LLLP rtments SITE. Southeast of Vence Street & West 44th Avenin Wheat Ridge, Colorado 0 LOCATION See Exhibit A-2 O to Lu - uta o ATTERSERG LIMITS w Latitude: 39,7769° Longitude: •105,0789' 2" rr i- z U. gUu Q 3t � LL -PL -Pt U PTH 0 toa. to FJLL - CL&YU AMP M0, fine to medium grained, dark brown, medium dense 80 12 12-12 10 120 4,0 StL1Y SANt7 (§W, fine to medium grained, light brown,12 4-4 10 104 NP 38 loose __.. 7.0 ft§ANPI LFM.QLM (CL), brown to gray, very stiff 12 10-18 _.., 14 114 12,0 §ANDJTDNL fine to coarse grained, reddish -brown, medium hard <C CA a 15,£i 12 _ 30-20 17 109 w_ Boring Terminated at 15 Feet A t? r ii i�- w G'a Chi w c c a. at Stratification tines ere appro)dmate. {n situ, the transition may be gradual, Hammer Tytre: Automatk, d a. n Advancement Me t: 4-4nch outside diameter solid stem flight auger See Exhibit A-9 for description of field Pintas; Procedures a '� Sere Appendix 8 for description of laboratory a Procedures and additional data (if any), s Abandonment Method: See Appendix C for explanation of symbols and n Backfilled with auger cuttings abbreviations,. 9 WATER LEVEL OBSERVATIONS s -- None encountered awhile drillingIrerra Boring Started: 66312014 � Boring Completed: 66312014 on Ont9 Rig:. CME -75 Drifter 10625 W 1-70 Frontage Road N., Ste, 3 Wheat Ridge, Colorado Project No,: 25145061 Exhibit: A-13 BORING LOG NO. P9 Pae 1 of 1 PROJECT: Town Center North CLIENT: Town Center North Apartments, LLLP ? art nts SITE: Southeast of Vance Street & West 44th Avenu Wheat Ridge, Colorado ( LOCATION See Exhibit A-2 � LU ttr 0. A RG UMrrS in Q Latitude: 39.7763° Longitude: -105,0762"w ... .�,. ?- F- uz C ._ a °— or U. oil ty ty tau z i.L«Pi.-Pt z LU * Gl 4 va L t cc WDEPTH La � cri O Out Q FILL - , brown, medium stir 60 6 12_ 3 4 ._.. { .{1 tt 0 @ 13 — 647 49... -6 2i 4.0 light brown, brawn, stit S.Q 125-8 Boring Terminated at 5 Feet i _m t! L'? en is h r9 av 0 6 h- va r0 C'3 t= O w C7 0 C? u. ur.0 Stratification lines are approximate, in-situ, the transition may be gradua6. Hammer Typic Automatic w 4 Advancement Method: 44nch outside diameter solid stem flight auger See Exhibit A-1 for description of field Notes. procedures See Appendix B for description of laboratory _- _ mm _ _ _ procedures and additional data (if any). 2 Abandonment Me See Appendix for explanation of symbols and n Backfilled with auger cuttings abbreviations. WATER LEVEL OBSERVATIONS None � czne encountered while drilling Irerracon Boring Started 6116/2014 Boring Completed. 611612014 pdRl Frog: CME45 Griller. 10625 W t»70 Frontage Road N., Ste. 3 Wheat Ridge, Colorado Project No.: 25145061 Exhibit: A-14 Geotechnical Engineering Report Town Center North Apartments a Wheat Ridge, Colorado Irerracon July 2, 2014 a Terracon Project No. 25145061 Laboratory Testing Description a t a 0 CZM I E -wt a At this time, an agglicable, N -C�IIIIVI�s-1 - mie The Boring Logs are included in Appendix A. Laboratory test results are included in Appendix B, These results were used for the geotechnical engineering analyses and d" of foundation and earthwork recommendations, All *r-0hemccW&t standards. * Water content a Swell/consolidation * Dry density a Moisture -density relationship * Grain size distribution ix Remolded swell/consolidation * Afterberg limits a Water soluble sulfate content KOM e *.. Center -*• ,, F � 4 fie. # • *i.♦ .i• Wheat Ridge, Colorado 0 11 E r i { ; } 4 E t 100 _ 11000 10,000 i ecimon identification NOTES: PROJECT,- CT Town Cen iu ter iu North ! Southeastof aStreet & - West .. Wheat moi♦!` Colorado N 1! NorthCLIENT: Town Center Apartments, • 9 I I g9ammum NtM06"m I PrIn Wheat 7Ridge, Colorado I • I E, Southeast of Vance Street & West 44th Avenue ierracon Wheat Ridge, Colorado 10625 W 1-70 Frontage Road N., S Wheat Ridge, Colorado m ll I I M�P N 6 1-T 4 2 W7 =4 -2 -4 + 4- -6 100 1,000 10,000 WOMEN M. mmumm.-m.11 iiMEMO mo I I I M T' 6 ------- IT' 4 _j_ fi H 100 1,000 10,000 Specimen Identification 4.0 f NOTES: SITE: Southeast of Vance Street & West 44th Avenue Wheat Ridge, Colorado MINE= CLIENT- Town Center North Apartments, LLLP EXHIBIT: B-8 12 11 I iii 1 1 ; I•� 0 6 -- 4 1 7-77 2 -2 17 4 8 100 1,000 10,000 m 22� M Wheat Ridge, Colorado OEM= i I z __. '411 f - i 100 1,000 10,000 peckner Identi iced n If t. _. W 15 14.0 f NOTES: 9 PROJECT: Town Center North • • e. Wheat Ridge, • s .•• 8 --------- --- 6 4 2 -2 -4 100 1,000 10,000 • Nk= ; "IT Wheat Ridge, Colorado PROJECT NUMBER: 25145061 CLIENT: Town Center North Apartments, LLLP N 11 I In R gaffilmum Wheat Ridg Colorado JECT NUMBER: 25145061 CLIENT: Town Center North Apartments, LLLP Specimen Identification 8 4,0 fi NOTE& heat Ridge, Colorad • LZEG�W! 8 4 -7 2 -2i I mill -4 100 1,000 10,000 PROJECT. Town Center North Wf�Q; Ridge, Colorado IS-04111aw1. 0 I MMMMUM - I NOTES: • PROJECT: Town Center North SITE: Southeast of Vance Street & West 44th Avenue Wheat Ridge, Colorado CLIENT: Town Center North Apartments, LLLP m 11 mm T------ 2 -2 -4 -6' -8 L 100 1,000 10,000 MAMMOT-TOMW th Avenue we, Colorado Wheat Ridge, Colorado 19 I I 1 111111111: 11, I 1 0 1 101 ? UMaX 01i Wheat Ridge, Colorado PROJECT NUMBER: 251 0 CLIENT: Town Center North Apartments, LLLP i II M#� ,.�Recirnep �de� tifj tion P2 NOTES - PROJECT: TownCenterNorth SITE: Southeast of Vance Street& West 44th Avenue Wheat Rid( ge, Colo do Wheat Ridge, Colorado i�. I �4 8 8 6 4 2 + -2 L -4 -6 —T- -8 100 1,000 1 cl', I c UM M111 OAK" IM HIM &1#1*111 &A VOW1 001TD2 (ArMffl (I is I wits wide I P-1 I #I I gas*) at 1z] at SITE: Southf.- Wes Wheat !k 0 M.Lk 11 Wheat Ridge, Colorado PROJECT NUMBER: 251450 CLIENT: Town Center North Apartments, LLLP EXHIBIT: B-19 GRAIN ASTM D422 U.S, SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS .. 19 GRAIN SIZE IN MILLIMETERS GRAM. . � SAND coarse fine coarse medium m fine_.__ a_�m Depth I_._ RSCS Classification AA HTT0 Classification 2.0 SILTY SAND(SM) 4.0 ' SCLTY SANG(SM) 2.0 CLAYEY SAND(5C) 4.0 SILTY SAND(SM) Depth Dj00 ..._� D 2.0 4.75 0.179 4.0 9.5 0.175 2.0 12.5 0.171 4.0 # 4.75 0.157 1 LL PL 20 19 NP NP 38 is NP � NLS %Gravel "/*San_d _.�.. 0.0.__._ __.._. 69.4 wm 0.1 56.2 .1 51.3 0.0 62.3 Pi L c 23 N lit 30.6 33.6 43,8 37.7 rM SITE: Southeast of Vance Street & West 44th Avenue iel I citwisil I �. *, •�, Wheat Ridge, •• • 1. i Frontage Roar Wheat Ridge, Colorado En GRAIN y DISTRIBUTION GRAIN SIZE IN MILLIMETERS GRAVEL SAND _ SILT OR CLAY ..... C�1arfwr ...,„_e..._... fine Coars. mefllUm..__��.......�".,....._.........v............................. _.........w...,.. �,..,....,...«....m...,... pth _ llSCS Classification _ HT© Classification LLQ PL Pl CcCu 0.0 CLAYEY SAND(SC) A-24 _ 0.0 SANDY LEAN CLAY(CL) n 10(A-6) j 36 17 19 ath ( _ C+°° D __. D3c I D,o °I° vel . of°Sand °l°Silt °I°Cl .p 9 5 0,205 0,084 1 905 7 73.1 1 26.4 0.3 312 ...__ 66.5 PIROJECT: Town Center North Apartments Avenue Wheat Ridge, rad Wheat Ridge, l ° PROJECTNUMBER:2514506.1.E CLIENT. Town Center North Apartments, LLLP EXHIBIT: B-21_._ry im 1 4 Source of Material Description of Matedat...-C-L—AY-E--Y—SA-N4p-l;�p) -4-L + 125 L 4� Remarks: BE Test Method um —4---t 4- TEST RESULTS 4 -4:T- 44 jMaximum Dry Density _7 I -J�?Q-3 PCF Optimum Water Content - 12.2 % >: Percent Fines ---96.4 % 105 FT- 444- 4, 41- ATTERBERG LIMITS T PL PI 100 24 —67 21 Nk, I In 0 5 10 15 20 25 30 35 40 45 WATER CONTENT, % F� PROJECT: Town Center North Apartments PROJECT NUMBER: 25145061 SITE: Southeast of Vance Street & West 44th Avenue CLIENT: Town Center North Apartments, Wheat Ridge, Colorado erralcon LLLP W 1-70 Frontage Road Wheat Ridge, Colorado EXHIBIT: B-22 c� uu ° ON a a LPMJ04 � qti w Z E 4 CL O .. UO O C t0 M CL r.L.o + Ci o c v e , tC Ci E 20 E Em 0 � yyyy co .iG Ck Ct O G7 C'{ Q C7, c CT dA < ''� < p "616 C M t9 e^° 4"Skf C? O G1 Q tV C4 C'l CC :ti! rr O r o a O CSin 00) 4II 4O aM^ O C - N - � 0- TS sm- LST —- a- r- - r r � r ^ 0. CCS, i4 l- C 0 QCT 2PiY EU} cri v tra ai rn v ui rn to v# A - LS. C.i yw" .6 k p. e- ctS C.a. C X d MI Iq r e- +r r w tV firl 4+t kV 4"i aM'S c9 "q` +4` wl" N fq "q u) to �2 x E� 0 2 0 ' 0 .p Q CA jU' uj cra a Q °— ° CO ' E LL o c u+'+ e 0 o 6 co t c; ci to � � 0 F— c �s < _ =F,'�, .-0 in � to F sLt # F t,p Cf dD # it! O Q " dtD C Lu a vi W..a U cs ..J 0 ..i u ui ca cr vis 0 r ° 7g ugh#EC-L rs aE'.* >, w a Xt7 E'O e^',dt5 6... E E � Qi Ak 0,^,�. of EC:y2 2 gfLCYG1Ci .' it LG #Q fD ip F F F F Z ,x ee- h! m# u7 iii am- .11 RIM to ai x m �a E E Et CL iO Ei C 0 A E l43 X Ci E E,, E tiA � S4S 16 -------------- Qi C C ? * Q 0 C7 c Q E o o 0 7i 07 s fi f0;a !ti tti 9 E X Q �iS m aac w' o w.oc ; I - --------- 'E ciiiE mo 10 --- °°E .mcx E a SCa0iaEa��c cr is t: c° a w 0) a LUQ { CS !F if CV co Nt W) c �a -------------- N � r r + k + --------------- s u9ees ifl ida C} O Ci GS 4 --------------- a� m Q C (� ga `' %e W x•+ Mr N A+ c - — c c p f Eci U N v cm N to ai x m C E E Et CL iO Ei C A E l43 X Ci E E,, E tiA � S4S 16 Q% Qi C C ? * Q 0 C7 c Q E o o 0 7i 07 fi f0;a !ti tti 9 E X Q �iS m aac w' o w.oc GS C G 4% N 'E ciiiE mo 10 mtvB�yc t `m Z6 °°E .mcx E a SCa0iaEa��c cr is t: c° a w 0) a LUQ { CS !F if CV co Nt W) 114 ca A2 E N E CL 0 C 050 rg > E pryry E5E E - x m E b E O 0 04 W < cc 16-0 4a 4r -g yg� c OR- --.R C Qp0 E $! 0-0-5 0 4'9 E E- 0 'L 2. Cal 6 E m .. 0�0- u u gra OV; az, 2.9 I EZ xi 0 = 0 in w i. La ca ca u A2 E E E CL 0 C E rg E pryry E5E E - x m E b E O 0 co 0 U) -6 W < cc 16-0 4a 4r -g yg� c OR- --.R C Qp0 E $! 0-0-5 0 4'9 E E- 0 'L 2. Cal 6 E m .. 0�0- u u gra OV; az, 2.9 I EZ xi 0 = 0 Z w mum, ""ENERAL NOTES Watertnitially (HP) Hand PenetrometerEncountered fter Auger Shelby Tube Split as Specified Period of . Water Level After n I a Specified Period of Tln* (b1f) Standard Penetration Rock macl led Test (blows Core Core California Water levels Ring Sampler logs are the levels measured in the indicated # f k•fle .k a rehole at the times indicated. (PJO) Photo-forazation Detector oundwatervariations • # permeabilitysoils, ...4 a 4: a 44 .: ..«.i®.« f'# ♦ t • #.. ira, a..a aarnple Recovery ul•Ring � #t Qg§qRFT1VE 4r:.: Soil .ti based on _ Unified Soil Classification- a.. - Grained Sods have more than f=. of - i. weight -:a,. _t on a #200sieve; principal descriptors .. boulders, cobbles,gravel t 'i Fine Grained Sods have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays N they are plastic, and sifts I they are slightly plastic or non -plastic. Major constituents be added as modifiers inor constituents may be added according t N..• •..m proportions based f #'may a addition # gradation,. •aa #. a aM soils are defined on the basis of their in-place relative density and fine-grained sods on the basis of their consistency. LOCA TION AND ..: NOTES Unless otherwise # '# Latitude :. ♦ Longitude are W#It t ... determinedusing . hand-held dl s device, of such .. devices rt.• ." elevation ... a: :o data annotated . indicates a M actual •k •fray accuracy conducted to confirm the surface elevation. Instead, the surface elevation was approxknately determined from topographic maps of the area, k. a 4a r� k•�t ,WREs,er C►�.i ul �l��rOy�.IFINE-GRAINED SOILSIN iu ii SOILS a k• Of 4 Density delermned by a as M• i • 1 i, i • i i a Qa9d2LiXg TgMgfil =4 of WRE92memEdbaLq g 5 Trace c 15 12 in. (300 mm) With Modifier 15-29 > 30 es 12 in. to 3 in. (300mm to 75mm) Gravel 3 in. to #4 sieve (7 mm to 4,75 mm) Sand #4 to # (4.75mm to 0,075mm Silt or Clay Passing #200 sieve (0:47 m) MAM MgEMIMINKS ELWI9MLQ=@ don IRWAS) &MIA TAM P1eaticity I t i 2f2ftr0WftM ftftsllill tints- is 0 Trace < 5 LOW 1-10 With -12 Medium 11-30 Modifier > 12gigh > 30 ... _ For classification of fine-grainedM soils and fine-grained fraction y .. of coarse-grained soils �.n ...._ �_ t_..._w _,� ¢ -- Equation of 'A" - lineCL �..._ Horizontal at Pi=4 to LL= 5 40 then P1=4.73 ILL -20i Uj » 0 Equation of 'U" - line + ` Vertical at LL -16 to P1=7, � •' G`�` ° ; � � 30 then P1=0.9(LL-A) 0^ t 20 a. MH or OH � ff 4 10 ------ 4 1 ML or OL # 0 0 10 16 20 30 40 50 50 70 B0 90 100 110 LIQUID LIMIT (LL) r coarseMore than 50% of Less than 5% fines c # •# Coarse# on # , 4 sieve M #. Sands: a # No. 200 sieve 50% or more of coarse fractionon passes No,sieve # f a Y 3 WWII ONNINISM a • # Y' #:. "fine MH A Based on the material passing the 3 -inch (75 -mm) sieve If fines are organic, add Wth organic fines' to group name. If field sample contained cobbles or boulders, or both, add 'with cobbles If soil contains a 15% gravel, add "with gravel' to group name, or boulders, or both" to group name. c If Atterberg limits plot in shaded area, soil is a CL -ML, silty clay Gravels with 5 to 12% fines require dual symbols� GW -GM well -graded K If soil contains 15 to 29% plus No. 200, add "with sand" or 'with gravel, gravel with sift, GW -GC well -graded gravel with clay, GP -GM poorly whichever is predominant, graded gravel with silt, GP -GC poorly graded gravel with clay. e..i 3Sands L If soil contains �� 30% plus No. 200 ...tly sand,.##'sandy" #. with 5 to fines require # symbols� SW -SM well -graded group name, sand with silt, SW -SC well -graded sand with clay, SP -SM poorly graded If soil contains,'z 30% plus No. 200, predominantly gravel, add poorlyual sand with silt, SP -SC graded sand with clay # 1 group t i - ,N P PI plots on or above "A' line. sand'F if soil contains ;?� 15% sand, add Wth to group 3 If Ones classify as CL -ML, use dual symbol ... _ For classification of fine-grainedM soils and fine-grained fraction y .. of coarse-grained soils �.n ...._ �_ t_..._w _,� ¢ -- Equation of 'A" - lineCL �..._ Horizontal at Pi=4 to LL= 5 40 then P1=4.73 ILL -20i Uj » 0 Equation of 'U" - line + ` Vertical at LL -16 to P1=7, � •' G`�` ° ; � � 30 then P1=0.9(LL-A) 0^ t 20 a. MH or OH � ff 4 10 ------ 4 1 ML or OL # 0 0 10 16 20 30 40 50 50 70 B0 90 100 110 LIQUID LIMIT (LL) r Fresh Rock fresh, crystals bright, few joints may show slight staining, Rock rings under hammer if crystalline, Very slight Rock generally fresh, joints stained, some joints may show thin clay coatings, crystals in broken face show bright, Rock rings under hammer if crystalline. Slight Rock generally fresh, joints stained, and discoloration extends into rock up to I in. Joints may contain clay. In granitoid rocks some occasional feldspar crystals are dull and discolored, Crystalline rocks ring under hammer, Moderate Significant portions of rock show discoloration and weathering effects, In granitoid rocks, most feldspars are dull and discolored; some show clayey, Rock has dull sound under hammer and shows significant loss of strength as compared with fresh rock. Moderately severe All rock except quartz discolored or stained, In granitoid rocks, all feldspars dull and discolored and majority show kaolinization, Rock shows severe loss of strength and can be excavated with geologists pick Severe All rock except quartz discolored or stained. Rock 'fabric' clear and evident, but reduced in strength to strong soil. In granitoid rocks, all feldspars kaolinized to some extent, Some fragments of strong rock usually left, Very severe All rock except quartz discolored or stained. Rock 'fabric' discernible, but mass effectively reduced to 'soil" with only fragments of strong rock remaining. Complete Rock reduced to 'soil". Rock 'fabric" not discernible or discernible only in small, scattered locations, Quartz may be present as dikes or stringers. HARDNESS (for engineering description of rock - not to be confused with Moh's scale for minerals) Very hard Cannot be scratched with knife or sharp pick, Breaking of hand specimens requires several hard blows of geologist's pick, Hard Can be scratched with knife or pick only with difficulty, Hard blow of hammer required to detach hand specimen, Moderately hard Can be scratched with knife or pick, Gouges or grooves to % in, deep can be excavated by hard blow of point of a geologist's pick. Hand specimens can be detached by moderate blow. Medium Can be grooved or gouged 1/16 in, deep by firm pressure on knife or pick point, Can be excavated in small chips to pieces about 1 -in. maximum size by hard blows of the point of a geologist's pi& Soft Can be gouged or grooved readily with knife or pick point, Can be excavated in chips to pieces several inches in size by moderate blows of a pick point, Small thin pieces can be broken by finger pressure, Very soft Can be carved with knife, Can be excavated readily with point of pick. Pieces I -in, or more in thickness can be broken with finger pressure, Can be scratched readily by fing.rnail, Less than 2 in. Very close Very thin 2 in. -I ft, Close Thin I ft, - 3 ft. Moderately close Medium 3ft. -10ft, Wide - Thick wide Very thick a. Spacing refers to the distance normal to the planes, of the descdbWfjaturW_ parallel to each other or neariv so. Exceeding 90 Excellent No Visible—Se—paration Tight 90-75 Good —Les -S tha; 1/12 in, Slightly Open 75-50 Fair 1/32 to 1/8 in. Moderately Open 50-25 Po;r— Open Very poor 318 in, to 0. 1 ft. Moderately Wide aRQD (given as a percentage) :-�Ieng�t oWi� pieces Greater th Wide 4 in, and longer/length of run. References� American Society of Civil Engineers. Manuals and Reports on EnrPractice - No, 56, agign and Q2p2a&ti!2n of EgwndgkOa Qf SuiWinga, New York" American Society of Civil Engineers, 1976, U,S, Department of the Interior, Bureau of Reclamation, I 7340 W 44th Ave Wheat Ridge, CO 80033 is R $6.00 MINIMUM 0 $0.00 ?008036968 WD 04/17/2008 04:09:52 PM 1 Page( Jefferson County� Cotorado I 71418 DEED, dated April 17, 2008, between M111*40 Kati of the County of Jefferson and State of Colorado, grantor(s), and Wheat Ridge Urban R Authority, whose legal address is 7340 W 44th Ave, Wheat Ridge, CO grantee(s). Sop $195.00 ("o,c) 80033, of the County of Jefferson and State of Colorado, WrTNESS, that the grantor(s), for and in consideration of the surn of One Million Nine Hundred fifty Thousand and 001100 Dollars ($1,950,000.00), the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm, unto the grantee(s), his heirs and assigns forever, all the real property, together with improvements, It any, situate, lying and being in the County of Jefferson and State of Colorado, described as follows: The West 1/2 of this Northeast 1/4 of the Northwest 1/4 of the Southeast 1/4 of Section 23, Township 3 South, Range 69 West of the 6th F. M, Except the North 30 feet, in use as West 44th Avenue, Except the East 25 feet in use as Upham Street, Except the East 125 feet of the North 130 feet thereof and Except that portion conveyed to the City of Wheat Ridge in Deed recorded June 30, 1987 at Reception No. 87085220, County of Jefferson, State of Colorado also known by street and number as; 7340 W 44th Ave, Wheat Ridge, CO 80033 1 4 i conditleirW restrictions, reservations, and rights of way of record, If any. " "I"'NNOMW W, 4-4 14 the whole or any part thereot The singular number shall include the Plural, the plural the singular, and the use of any gender "I be applicable to all genders, IN V4TN HEREOF the grantor has executed this deed on the date set forth above, i� 111 Millore Orr STATE OF COLORADO Co)SS (P P V lit UNTY OF 9A04e9M i The foregoing instrument was acknowledged before me ond#A.. ,_fii r by Milloie Kati. COA Witness my hand and official seat, N ry Public 41 My Commlsslon Expires: File No–, 43-0002008 1 11183520 WD IndY to Indir-000 4/14100 4:29 PM BI I INI IA I II IlAlll I9110111II OF THE 6TH P. M� COUNTY OF JEFFERSON, STATE OF COLORADO. zlso known by street and number &4;. 7300 WEST 44TH, AVENUE WHEAT RIDGE CO, OD033 xg, tv ke title igt4iist ?.11 persvts clai,#Ag vx4er tX zrv:s--%e,-,rs fr v-vith all its 41,voxmc-s tNt we. t t, Gruttr(s), sOject til r the year 20(9 and the matters stated in Exhibit A attached hereto. P,RoPmY Is BEING ACQUIRED UNDER THE THREAT OF EMINENT DOMAIN mvnff♦ != "ANY County of DENVER The foregoing i was acknowledged before ine on Ns day ?/Lr) 91 T I irl IZ'401# 115 11 TM LOU 11.0 When Recorded Return to-, THE WHEAT RIDGE URBAN RENEWAL AUTHORITY 7500 W 29TH AVENUE WHEAT RIDGE, CO 80033 UWT Fon1.3772 09/2008 swd.open,odt Special Warranty, Deed (Photographic) ABC70251975 , 18422350) r."A. U r�, * I :W-4 go I I I ROOM III I M111% 11 FIVE 111,11 111 mccM I I �t R i qo"-*TvmIIJdr9f MINA-M-SX11M A" INCIDENTAL PURPOSES, BY INSTRL%MNT RECORDED August 20,1987, UNDER RECEPTION NO. 87107245. * i I I RECORDED juLy ig, 2ool, UNDER REcEirnwNo.' n2moz Fom 13100 OW200a b2exbibitescrow.odr A15C70251975 J84628001 Title Data, Inc. PH SKLI1579 JF 83768-2009-002 WHEN RECORDED RETURN TO: Wheat Ridge Urban Renewal Authority 7340 W 44th Ave Wheat Ridge, CO 00033 R $6.00 D $0. 00 ?008036968 WD 04/17/2008 04:09:52 PM 1 Page(s) Jefferson county, CoLorado THIS DEED, dated April 17, 2008, between millole Karl of the County of 3efferson and State of Colorado, grantor(s), and Wheat Ridge Urban Ramerviral Authority, whose legal address is 7340 W 44th Ave, Wheat Ridge, CO grantee(s); SOP $195.00 (' 'fc) $0033, of the County of Jefferson and State of Colorado, WrTNXS% that the grantor(s), for and in consideration of the such of One Million Nine Hundred Fifty Thousand and 001100 Dollars ($1,950,000.00), the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm, unto the granteei(s), his heirs and assigns forever, all the real property, together with improvements, It any, situate, lying and being in the County of Jefferson and State of Colorado, described as follows: The West 1/2 of the Northeast 1/4 of the Northwest 114 of the Southeast 1/4 of Section 23, Township 3 South, Range 69 West of the 6th P.M., Except the North 30 feet, in use as West 44th Avenue, Except the East 25 feet in use as Upham Street, Except the East 125 feet of the North 130 feet thereof and Except that portion conveyed to the City of Wheat Ridge in Deed recorded June 30, 1987 at Reception No. 87085220, County of 3afferson, State of Colorado also known by street and number as: 7340 W 44th Ave, Wheat Ridge, CO 00033 TOGETHER with all and singular the hereditarnants and appurtenances theraunto belonging, or in anywise appertaining, and the reversion and reversions, remainder and relniOntiers, rents, Issues and proats thereof, and an the estate, right, title, in "in and demand whatsoever of the grantor(s), either in law or equity, of, in and to the above bargained premises, with the hered(laments and appurtenances; TO "AVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantee(s), his heirs and assigns forever, The grantor(s), for himself, his heirs, and personal representatives, does covenant, grant, bargain and agree to and with the grantee(s), his heirs and assigns, that at the time of the ensealing and delivery of these presents, he is won seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bairgain, sea and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever land or nature whatsoever, except g taxes for the year 2008 and subsequent years, and except easements, covenants, conditions, restrictions, reservations, and rights of way of record, If any. The grantion(s) shalt and will WARRANT AND FOREVER DEFEND the above -bargained premises in the quiet and peaceable possession of the grantee(s), his, heirs and assigns, against all and every person or persons lawfully claiming the whole or any part thereof The singular number "I include the plural, the plural the singular, and the use of any gender shall be applicable to all genders, 1N W1117N HEREOF, the grantor has executed this deed on the date set forth above, Mi = lore Kffrl e�O T144- 0 TA'r� STATE OF COLORADO )SS (P COUNTY OF ;A*. "USLIC, The foregoing instrument was acknowledged before me on by Millole, Karl. '60vo; <' * py, Witness my hand and official seal, My Commission Expires: NAAary Public f/ File No_* 43-0002008 WD lndv to Indv-00C Title Data, Inc. FN SKL11579 J7 36968-2008.001 11183520 4114/05 4:29 PM imiaiimum'iimi11puu State Documentary Fee 'Date: I"7 T , lbousand and 00/100 *** dollars in hand paid, bereby sells and conveys to THE WHEAT RIDGE URBAN RENEWAL AUTHORITY Grantee(s), wbose street address is 7500 W 29TH AVENUE WHEAT RIDGE, CO, $0033, County of and State of 'COLORADO, the following real property in the County of Jeffersen, and State of Colorado, to OF TIE&Z 6TH P. M., COUNTY OF JUFERSON, STATE OF COLORADO, also known by street and number as- 7300 WEST 44TH AVENUE WHEAT RIDGE CO 8DO33 -!wa :antsthe �t the year 200.9 and the matters stated in Exhibit A attached hereto. PROPERTY IS BEING ACQUIRED UNDER THE THREAT Of EMINENT DOMAIN zM State of COLORADO )55. County of DENVER The forego . i was acknowledged before me on this day of LL .�PLUEVXXR X V 4Ce!.&—Reta—rn�to;—THE WHEAT -RID dt'URBAN A ENE' WAL-AkT--H--0-R-ITY---- 7500 W 29TH AVENUE WHEAT RIDGE, CO 80033 Land Form 7.3772 09/2008 5wlit Special Walranty Deed (Photograpbic) ABC70251975 18422350) r—*Wu nVin"* tit-, z;Xv4AWM713ffi i : , . • •., v i m., AND INCIDENTAL PURPOSES, BY INSTRUMtNTRECORDED August 20,1987, UNDER RECEFMON NO, 87107245. 4 11 #" . . # m I I a 4 mug, a i I Mw4j. W, FrYIIIINW111WO, 11 iff Z # # I m Form 13100 W2008 b2exhibitescrow.odt AIRC70251975 J8462800) Title Data, Inc- FN SKL11579 JF $3768-2009.002 Ad& Weston Solutions, Suite 100 1435 f 'dl 303-729-6100 www.westonso u ions,com July 23, 2014 Ms. Lauren E. Mikulak, AICD City of Wheat Ridge 7500 W. 29"' Ave Wheat Ridge, CO 80099-8001 Subject: Town Center North Concept Plan Amendment No. 2 Dear Ms. Mikulak: Weston Solutions, Inc. (WESTON ) is pleased to provide this amendment of the Town Center North Subdivision for your review and approval. The purpose of this amendment is to update the existing concept plan to compliment anticipated site plan submittal for Wazee partners pending development of Lot 1 of the Town Center North Subdivision. Changes that Have been made from the previously approved version include: • Identification of the anticipated improvements (i.e. building location and use, a new underground storm water facility, etc) for the anticipated improvements on Lot 1. • Revision to the "Potential Phasing and Uses" section for Lot 1.. We look forward to discussing the amendment with you and your staff during our scheduled submittal meeting; July 23, at 3:30pm. I can be reached at (303) 725-1331, if you have any questions, comments, or need additional information or support. Sincerely, WESTON SOLUTIONS, INC. tired Johnso#P�E., on behalf of Nicholas Moore, P.F. Sr. Project Engineer Weston Solutions, Inc. Suite 100 1435 Garrison St. Lakewood, CO 80215 303-729-6100 www.westonsolutions.com July 23, 2011 Ms. Lauren E. Mikulak, AICP City of Wheat Ridge 7500 W. 29"' Ave Wheat Ridge, CO 80099-8001 Subject: Town Center North - Re -Subdivision of Lot 1 Tear Ms. Mikulak: Weston Solutions, Inc. (WESTON*)) is pleased to provide this Re -subdivision of Lot 1, oft e Town Center North Subdivision for your review and approval. The purpose of this re-subdivsion is to update the existing plat to compliment the anticipated site plan submittal for Wazee partners pending development of Lot 1 of the Town Center North Subdivision. Changes that have been made from the previously approved version include: • The 108' wide storm detention easement will be vacated. • A small tract ( Tract A) will be added We took: forward to discussing the re-subdivisionwith you and your staff during; our scheduled submittal meeting, July 23, at 3:30pm. I can be reached at (303) 725-1331, if you have any questions, comments, or need additional information or support. Sincerely, WESTON SOLUTIO S, Jared Johnso E., on behalf of Nicholas Moore, P.E. Sr. Project Engineer RE -SUED CLOSURE SHEET LOT 1 TOWN CENTER NORTH SUBDIVISION (2).txt Date: 07-22-14 Project: WESTON 14856.001.006 Time; 11:53:18 Report Area. Page: 1 Lot Name. EXTERIOR BOUNDARY Lot Description: RESUBD. LOT 1, TOWN CENTER NORTH Lot Area (square Peet): 60815 Lot Area (Acres); 1.396 Course Data ----_---__------------_�. -WW-______-- --_-- NodeIDNorthingEastingDirectionDistance N Create Lot Report Name Description closing Dist PPM CloseN closeE EXTERIOR BOUND RESUBD. LOT 1, TOWN CENTER NORTH 0.01 1.18133.8 0.0082 -0.001 7084 27.66333 • t •i4 * i• . a • r N/A 708429.16460 119394.97314 • 217.44 N/A a ! t M• 119395.79303 • N/A 708210.74060 119115.74076 NOO*11'59"w 216,92 N/A 708427.66333 119114.98480 N Create Lot Report Name Description closing Dist PPM CloseN closeE EXTERIOR BOUND RESUBD. LOT 1, TOWN CENTER NORTH 0.01 1.18133.8 0.0082 -0.001 RE -SURD CLOSURE SHEET LOT 1R TOWN CENTER NORTH SUBDIVISION (2).txt Date: 07-22-14 Project: WESTON 14856.001.006 Time: 12:14:11 Report Area Page: 1 Lot Name: LOT 1R Lot Description: RESUBD. LOT 1, TOWN CENTER NORTH Lot Area (square Feet). 60415 Lot Area (Acres): 1.387 Node ID Northing EaSting Direction --------------- Distance ---------- N/A ---------------- ---------------- 708427.66333 ------------------- 119114.98480 N89'41*34"E 239.98 N/A 708428.95004 119354.95780 s00'18'26"E 10.00 N/A 708418.95019 119355.01142 N89'41*34"E 40.00 N/A 708413.16466 119395.01085 s40*12'58"E 207.44 N/A 708211.73074 119395.79303 s89*47'51"W 280.05 N/A 708210.74060 119115.74076 N40*11'59"W 216.92 N/A 708427.66333 119114.98480 Create Lot Report Name Description closing Dist PPM CloSeN closeE LOT 1R RESUBD. LOT 1, TOWN CENTER NORTH 0.01 88647.77 0.0082 -0.007 RE-SUBD CLOSURE SHEET TRACT A TOWN CENTER NORTH SUBDIVISION (2).txt Date: 07-22-14 Project: WESTON 14856.001.006 Time: 12:15:35 Report Area Page: 1 Lot Name: TRACT A Lot Description: RESUBD. LOT 1, TOWN CENTER NORTH Lot Area (square Feet): 400 Lot Area (Acres): 0.009 Node ID ---------- Northing ---------------- ---------------- Easting Direction Distance N/A 708428.95004 ------------------- 119354.95780 sOO*18126"E --------------- 10.00 N/A 708418.95019 119355.01142 N89'41'34"E 40.00 N/A 708419.16466 119395,01085 N00*12158"w 10.00 N/A 708429.16460 119394.97314 S89'41'34"W 40.02 N/A 708428.95004 119354.95780 mz�-.. Create Lot Report Name Description closing Dist PPM CloseN ClOSeE TRACT A RESUBD. LOT 1, TOWN CENTER NORTH 0.00 24406.21 0.0000 0.0041 EM Citv (it, coht, Project Name: Town Center North Concept Plan - Amendment 2 Project Location: W 44th and Upham St Application Contents: A concept plan is utilized in mixed use zone districts for phased development or for properties that are 10 acres and larger, A concept plan outlines overall development concepts and provides a general graphic layout of proposed buildings pads and circulation concepts. The following items represent a complete concept plan application. x — I - Completed, notarized land use application Application fee x 3. Signed submittal checklist (this document) x 4. Proof of ownership--e.g. deed '�_5, Written authorization from property owner(s) if an agent acts on behalf of the owner(s) x 6. Written request and description of the proposal x 7. Concept plan x Two (2) full size paper copies (24" x 36") X One (1) reduced size paper copy (11" x 17") NIA 8. ivil documents, if required 7-9. Electronic (Adobe pdf) files of all submittal documents—these may be provided via email, CD, DVD, or USB flash drive Project information x 1. Title of document—centered at top of page Vicinity map x 3. Scale and north arrow—scale not to exceed I "=100' Date of plan preparation and name/address of who prepared the plan 5. Legal description _.x_6. Appropriate signature blocks—see cover sheet handout x 7. Case history with applicable land use case numbers Graphical information Adjoining property lot lines, buildings access, and parking x 9. Location of existing improvements/encumbrances that will remain on site: x a. Buildings b. Parking and loading areas x c. Easements, utilities, or other encumbrances that may impact development x d. Drainage ways, pond areas, ditches, irrigation canals, lakes and streams—if applicable X e. Streets and rights-of-way both adjacent and within the site—include names, widths, location of centerlines x f. Curbs, gutters, sidewalks, and bike paths x 10. Sketch plan of proposed development concepts: x a. Proposed building footprints and land uses x b, Proposed circulation concepts, including proposed streets, sidewalks, drive aisles, bike lanes, access points, and parking areas x_c. Proposed development parcels x–d. Proposed open space concepts—include proposed location if aggregating for more than one development site WA a. Aooroximate boundaries of each phase I—ocation'of I 00 -year floodplain, if applicable Descriptive information x 12. Statement of compliance with zoning x 13. Description of overall development intent/character x a. For concept plan amendments, describe the reason for amendment x 14. -ffx—pianation of phasing, if applicable, including how/when build -to and open space requirements will be met x 15. Site data in table form, including proposed land use concepts by block, lot, or pad and approximate tabulations of lot areas, density, gross square feet of buildings, building height, number of units, open space, and proposed parking counts/ratios Additional information which may be required: Detendin,ti on the size sco[ce, and comr- lexito of j - the; �Uwvffift wmmwn2oi� required. The submission of these documents will be discussed during the pre -application meeting, This includes, but is not limited to, the following documents (one paper copy plus Adobe.pdf file is required): Trip generation letter or traffic study Drainage report — 3. Soils report —4, Erosion control plan fe e. Signature: ALTA/ACSM LAND TITLE SURVEY LOT 1, TOWN CENTER NORTH SUBDIVISION, LOCATED IN SECTION 23, TOWNSHIP SOUTH, RANGE Fag WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 1 OF mm t)TOCE 1xIEWT NO. F1M71813-04"!-tRiB EFF£ORYE. OATS: t7; ='3 AT 7c00 AM. FROM FMWM NATPpNAk.. °ORx: ANIE AMY. WAS FOR ANY RE TS iR 7S OF WAY wow MAY AFFEOr TK IROJECT PROPERTY 2) THE FOCLORRAO EXCEPTIONS MOM 8 OF TTG,'. AAM . MU COANATINAIT POUCY ARE ADDRESSED AS FOLLOW 1 _AMY FOOTS, Mf THAT ARE NOT 8Y THE P RERPAT WWBCN F E- AFFECTS DY AW CT{AM pfi' 1riF.' LAAO OR THAT MAY " TED AT IN OF 790 CAPE TT' -. NOF PiOTTFM.E 2 ETi OR OF. NOT 94OW IY RIE PUWC RE • CT R_ NVAZ 3 -AMT T5 YT%ik11WON. Yr #AT90N: 4Xt ARF YAMf£ Aii' cxmo SWE rfTLE THAT BE 8Y AN 1£ R1W CAtp GF RLE LXWi AND NOF 8Y T4IE RE - AFFECTS CT PROPERTY - AS 4 - ANY CRAL OR AWNT TO A UEN. n* S LAW OR MA AL -NOT PLOTFIOR,E 8Y TOW AND NOT SHOW 9Y TW C RE - .AFFECTS CT TY O8 - TS, RIETAS, 'S, AOYkitS'E OR 077iER MA 0 ANY. CNE+CtEO, FBtST 9i TTM. G OR ATF OOENF T1k 7#iE EFFECRYE OATS O>ff 8UF PR9OR TO RCE DhTE TME x OP` FOR YALtIE RO E8TA1E ORM TOR MOR OW 8Y 74IE 'POM]iF. — AtFECTS SUA,IEOT 1Y — NOr PLOTrABiE 8 _. (a) TAXIES TS T9+AT ARE NOT AS CTENS 8Y R(�wj OF ANY TA" AT# TY THAT LEYdES TAXES OR TS OM REJ9A TY 8Y RTE tW8 PROCONDINGS MOT 88y AY TWE UKK AWwY:THAT MAY RZS&T Rt TAPS tYt A ON WOTICES OF DS OF SUOi ADDICT OR 8YORGANIZIND AM iFiE — AF4EOT3 CF TY —NOT PtOTCAEEE 7 AJN} T Si .-. iHE... 20 t59e AT...RECEPTION NO, WIM23 3p„2pDT A� 9� Ma t2+aa AURIaRFer, er aY m a94sT PcastTA RP9} TiTTNS AS Se"F NR UF9ON RE ,Al9.Y t9. SOOT. AY RECEPTION NO, F127 — A3TEOT5 CT i%R — t#7T PWTY. IERMS, ONS TS AAO O7AiT 8i RO TOWN NORTk4 = T PLAN AS SET FT"AM S1OW RiiARGFtG DATE: AtCFki }Sr tO. 2Wf REGYABAING NO.: 2D71p73O1Y4, NO°CE: 'MOTH CENTER PRktM C%9liOO'i+T PLAN AMODkOMENT 4 iM: LATHE° !$ 2043 AT 71OIV MO 24T3pf1011S— APFECI3 T 11" — NOT PLOFTABCE 10 — EASEVENTS AND NOTES AS SET FORM ON THE PLAT OF TOWCENTER NORM,. RECORDED NOVEMBER 7. 20t4 AT RECEPTION MO, 2MI1 . — IMWEOTS WSJEOT PROPERTY — AS FRRON- 4f — TT; A4iD iTONS COtAT 8r T4tE T T AS SEF' cORRt kE DAFT'„:. J. 2014, NOx RE&EFROW 90. 20441 NOTE: 1"Sr F � OE m 2Dki xF FIECEPTNWi NO 26T4tr384O. F7O1E` T RECMM 23. 22N9 AT RECEPOpA NO. 204 4 4 4 870 9. — YS CT PROP&RT't —NOT PLO'RTA88i 42 — 7X9MSy TS AND CONT 1W T1d'E T T AS SET FORM RE pxTE: 2t, 2OT4 : RECEPTION NO 2091943891 — ,M'fECTS FY — NOT PLOTTAME 43 — T(S) 2..OW AL Tt4OREFO, AS 4MRRNTEO A A t ORANTEO Ttk POBClC SER4ICE COMPX+Y OF OOLORACO„ C'ORORAfa GATE: MAY 24. 2OT2. RECD 97O MO.: RECEPRRY NO 2OT42OS4tt7 = RFT"ECtS 4!" — AS EA T{Sj FOR THE Sj 't.pW M+9T FS AL AS GRANTED IN A C ORMATO7 FO: CpiY M1EAs 2D12. RE NO, RECEPTION NO, 201212M93 — AFFECTS OT PR Ty — AS is «. TERMS, COIRNMTNS. AOREEMIEWTS ANO 084N IA N*S 0111 LEO RA THE STORWW#TER fAC89TY MAM4IENANCE AGREEMENT AS SET FORTH BELQYO PPoECOFRkHO OAFS: FE8IRIARY 4S, 2013, KIEL?pROBiG MO. 20=9417 —AFFECTS SAB.IECT PROPERTY - NOT PLOTTAR9,E 48 — AWY lEA OR CRL« ANC ANY AND ALL. PARTIES RY, OR. SAGO — AFFECTST P'= NOF PLOTTAdNE ACING MAP N.T.S. 3} NOT!&E: TO TA1W YOM M$Y LEGAL AC'd4Oi DA C U#ON RWYDEFECT Oi R9S S IRZ WA TRR AP*kER YOT FMiSF S1Fp1 Ri NO EYEN! MAY ANY MAY DEFECT A TFRS SWWY K THAM TEN 3EAR5 'RHE OAFS OF CORTMTCARON ;,.F= S#iRtiEYMAVX, OR FAIIIDN ML PARTIES RETAMI TtaE `A==CT M 2 T ORDASPAIES X C9tlT{ FOR INC R8Q.3T 11PPLY 'R.OtAS lN°LMA 740 9u"CC'T it3TW0.. 9tC. aMM9 Tk0 F4'. 8) OTAITM:3 MWC}pR E ,9f0 Yk A4'3 ANO . A #}ON& MTM.1 �A Cd"� TY; FALGCN 1 RLC.. AND THE RECORIT S9 R'NOY D€. UAR4�E F MR' (LOCATION OF TCM: P FO MOTE T41e COCA4ttW# 4M' fOfRF— U1MJT . 8) FrN.pON A YET'RrO. WAC. pOES NOT WAYS -=T HE # TTT iFIE MATTm FAACO N S AR RS&. AND 144E SURVEYOR 9A. PAR pLTAWA A X. 7S T ti9 TY FOR THE WROLAL RICNTS UPONODS TRACT OF LAND. OF WAY 71 PALCOPI SURYEYMN+. BAC. ODES NOT WAlL THE EXPERTISE TO W$A ROOS TO AND 9Fi 198 MATTE' PUBLIC RS, FALCON WSTEDPARTS r WRTW apcM RRs xRacF FALCpW W- AND RO S41R OF Wp '7OM£ X', {AGENCY AS POR TO 8E R O.2>C A9RA,9AL Ft, ) AS ATOD 8) RATE MAF PANEL WO. 4 E. CATOD 57,. 9Y 20 G TY 4>f3 R9AL 0) OT TY ts WOO 1AMC 10) PAft7a UNIMPROVED OROUNO,PTO PAroma SPACES 11) TNERC 9.4 NO OBSERVED E004C CF A SOW WAM M44P. WIMP OR SANITARY 12) EMNp4MAS9; PO89T tN4AC 3 BEMRO A S7 STEET. RtK9 8A SON LpCA 8fi RIE PAPof RT 4319E AYE dN1O YANCE 43OA SES? OF TANrE ST. MRI 20 FEO7 S1KpZ.AT CF RTE SpEWRLX NT7ERSE— AT RIE PARK ENRRANCE. ElEYATION . CS (MRS 86) DARAA. 13) TKFAE ARE NO OMMVASI EVIDENCE OF C04ITM ON THE SJ&&CT PROPERTY, #4) 3 NO OOSERVAKE CA004M Or EMfiTW TN W ORVAOING ADd8T40NS VRM RECENT MONr#S 4:i A1W NO CHANGES % Ti0 'g;WAY I.. CIOMIN COMPLETED OR PRpPp'3ED, NOR ANY C YME EIMEMC£ OF CENT Slz OR sovowx 18) 7HERE ARE Np OOSOTXAXNX CADENCE OF 9 TS ON TY 47) TOM ARE NO PARTY WW3 OW TY LOT 1.. T' 2011 hT RECEPT9ON WO 2Of CITY OF WT9P.AT REM COUNTY OF SOERSDR, STATE OF COLORADO, RE CORDEEI lloom AL161AM t i#0= TO, WA2OE PAR WHEAT RIM UARAM RENEWAL A)THMTY AND fmTY RATIONAL TITLE: ANCE COMPANY, 10 11 10 CFFflWY TWAT R8S MAP OR PLAT Z 1 SLR#EY ON 1, IS WERE MADE IN WITH THE STANp pETA$. RE TS FOR ALTRI t/ddp RTRE SLWYEY%* ATCY EST ANO A[X)PTED BY ALTA AM NSPa 9V 2D9L A7$k ITEMS 4, z 3L � . T(aI. 7(i*,)(tin 7{Rk 8« 9, 418, 43, 94, #8, #T, t8, AND 21 OF TA IX A THEREOF Xis eO T9ff A= CY STAWDARCS AS T7„O Y ACA ANO MSPS AND 94 CMV RLE. CAFE OF MS CERTFN.`i&TION, THE RELATIVE FCAu1RO4R4 ACO7RACY OF TRWS S IRVEY DOES NOT EXCEED THAT WHICH IS S TT ERED M, Tk9E STATE OF U.M.. W.Ls. ~4 8940 W. 251H AVENUE LAKEWOOD,CO 80215 901-2022-1580 10",rAWOH COM ALTA/AC M LAND TITLE SURVEY LOT 1, TOWN CENTER NORTH SUBDIVISION, LOCATED IN SECTION 23, TOWNSHIP SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 2 OF W. 43RD AVENUE .,.._...__sue....._.,..,...__.sw-------..,.w,,....,........-�s�v_..,._........_........_ ......_ �- ROW VARIES Aq>}IAtT 0 _+�. A NAar P 3 — WATER VAkw H9 — UWJTr PcmwAL SU NAA,/TAG �} PLS SLTOS ..�....--.-•---MET WAM mcm mmous "aafm HymmT CLEANOUT 1:;0; C9TRANSFORM _.Ww.. t e.,.._. + ..... �._.__.,..._.eM---e.-.,-^-.•-...sw.,�_................._....».�_.....,.....�..,�- ........._.,,.. �......_. # ..,. C011tTENWS TREE_ , — PAW04 Ls — LANDSCAPE AREA SOCWALX f1ty iL E X 10' UEN.JiT • AOE y` N."i{'�77 4 6° • PRA04AG7"•-^'^^ ` IVXIW SM EASEMENT OEM is T PER PLAT � ITOX 53 ITEM f0 EASEMENT PER PIAT SAWARY SEVAR " Pux ITEM 10 { " . ---moi{} k Cs -- U04T POLE >$ i TEAT o EA tr F i -» ±IRS UK t o — AREA MAN 1 ' - "it I `" - CAS UNE t ILL — WATER tm VACANT # F^^ OAs METER 0 (n C> -- EtECTPoC MEM CUT AC -- AAt PER "I ITEM 10 i1 T ' "< ELECMC, CM0AMCATIONS • "S Mowmm" WELL LOT 1 TOWN CENTER NORTH yTNNjM WltEAT FOMAU ?SLO W LLTlt AVOW SAiXRES aEET � 9# w r 'i VACANT m Q } A—A. I � r GRAPHIC SCALE All E T N0.11EE I�. T PER Puv rTEM rCASIRMT I.s SLR ....: i S' SlYWJTY EASEMENT CONCRETE Ls PON t '",t" 9840 w. 2aiii AVEMii£:. ASWALTTER '� LAKEWOM, CO 80215 :. ,•,,,,, tis> 303-202-I0 WWN.PAiCIXtSURYE"(N+O.Cbld LOT 2 FAQ TOWN CENTER NORTH Sill tNi�INc T TOW APARTMENTS UIPI'AtAWW 8Y: TiIT' fNN:1 BT: .4AI J4B NQ iST2b0 t! OAE OF M0 E1 L 3 t312E0Ei.DW'G From: Steve Art Sent: Monday, July 28, 2014 8-02 AM To: Lauren Mikulak Cc: Patrick Goff Subject: RE: URA RMUMNIE= As the property owner, please accept this email as our authorization for Wazee Partners, LLC and any of their agents to process all necessary plat, plans, and processes for the development of Lot 1 at Town Center North, Steve Art Econornic Development & UrbanRenewal Manager Direct: 303-235-2806 Cell: 720-454-9040 Fax: 303-235-2806 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 www.ci.wheatridL,e,co.us City cif wheatfid _ge C ITY M A NAG t RS 0 FF f (" t CONFIDENTIALITY NOTICE: This e-mail contains busiiiess-confidential information, It is intended only for the tvae of the individual or entity named above. Ifyou art not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited, If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer. and any network to which your computer is connected, Thank you. From: Lauren Mikulak Sent: Monday, July 28, 2014 7:14 AM To: Steve Art Subject: URA Steve, I don't see a letter from you or Patrick allowing WazeeNVeston to proceed. There's no rush, but if you get a chance, can you email it me? Lauren E. Mikulak, AlCP Senior Planner 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2845 Fax: 303-234-2845 www,ci,wheatridoe,co.us CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above, if you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received 1 Case No, MiS1405 ..... A , Date Received 7/23x2014; Related Cases WCP1402 WSP1- Case Planner Miikulak Case t7escritrtior PeSdvisior, of tot 1 to remove storm water easements and create Tract A A"A-"1n&vAw&v Name 1Weston Solutions Name Phone (303) 729 i Li Address 11435 Garrison St Suite 100 City Denver State Cll zip 80215 Name Wheat Ridge Urban Rene 4._ Name Phone (720j 4 0.1568 Address7500W 29th Ave s Cit r w ( y Denver i State CD dip i8fl033- C'ctt}rrtcs�x+�a�r'rr�x; _..� �• �.. r..� . ...�., Name Nick Moore, Weston Solus# Flame Phone r (303 7251331 Address 1435 Garrrson St Surae 1tT0 City Denver State CO PrP 80215 Pr,ct lrrhas+znar*r�va Address 7340 i Street M. _.. W 44th Ave city Wheat Ridge State ;GCT Zip 8Q033 Location Description Project Flame rz] Parcel No Qtr Section ............. i arict Flo i Parcel No. 39 23412 001 Qtr Section 'SE23 District No tl r flee Pre-Agip Date 272712014• Neighborhood Meeting Date App No APP1408 „ i Review Type Review Body Review Date Disposition _ Comments Report Review �clmrn .... , .,.� i. ... s lP Case Drspos4ron_ . ,...... ..... Disposrtiorr Date i J ..., ., _.. .0 , Conditions of Approval ...0 w. # Nates # ..._m w .•.. StatusOpen pe� Res Cyd # m ;r Storage: Case No.,LVCP1402 Date Received Mj1Miill Belated Cases 1403, t4j 405 ' Case Planned l�likf>lak . Case Desciiptior mendment to existing concept plan .UP&r.W1lrr rren u1 rrr Name ;�Veston Name .,_ Phone otic 303 + j 729^6107. ... ....... .... Address 1435 Catr#son St Suite 100 � C4y Denver �. � State CO � #p ;80215• m ., .....�.. gov"IoAZrs 041 &Na .......^m A N.. a. Name Wle'et kddge Urban Rene' Name Phone 720 4201568 ._ ..nw a Address 75i1i1Lv° 29th Ave Cie ilhetRid'e� ._u State CO zip ,80033^ . . _.w.... ..^ NameNick Mtoore lvston Smut Name 1111, Phone{303 7251331 ^ Address 1435 Gafrison St. City llenvei . ..... , State 'CO ZiP .130215^ Address 7340 Street 44thAva_ cityt Iheat Ridge State !CO dip +80033 Location Description w.,.. ... w i Project Name Parcel No esttict No „ .,., Parcel No. 3923412001 SE23 (I + r 35234.12^001 Ott Section .SE23 ^ District No.: NI . .. ... .... . ... .... . .... P.. «,. ., ..... .a.., ..»... .. p�y, Date 2127120141 Neighborhood Meeting Date Pre"A pY i App No. APP7408 Aeviewa Type Review Body Review Date Disposition Comments Report i:Review� Admrn . ... .. .. ., _ - ., .... :.. ...,. ... .�_..,._._� .,........__..._.� ., �Y, .; Case Disposition � Disposition Cate i Conditions of Approval Nates .,.:. ., ...... ,.. ,.. Res 1$ Ord # Status (3pen Stone:: �. Case No, NSP1403 Data Received T123}2(114 Related CasesCF�1 02, t S14t 5 s Case Planner :Mikulek Case DescriDtiorra_„..., A —,—.I f r;r.. 1_ r.,, i M Y -f tt m T ,., s . a. nl�..r c..� s...._._. ....w ... .. . .. .: 14,G',rd',�`afi it,'L't4alt"ACti+T .. .:......: :.- yr ., ,,; Name Town Center Nath Name" Phone i(7201420-1568 Address 30015th Street Suite 325 City Deaver State Co zip 180202 Name Wheat Ridge Urban Rene Name phone (72Ct� 42Q 1568 Address 7500VJ 29th Ave city tVheat l3rdge ,..... _........... State CD Zip 801133" ........... : ...., �,d.._...,,,,,.,.. ,..,,......,....»., _, .,. Name Tyfer'tlowns V�+azee Parti Name Urheat F#idge Town Cerate . Phone (72pj 4201-1568 " Address; Address 230015th Street Cit Denver' _ _, . State iCQ I 80202 - Address 7340 w street i 44th Ave Crky Wheat Ridge State .CO Zip SQi133 Location Description .. _ _....,. r.w .. .m ... _,. .. ._ ,,... _.... � Project Name Parcel No Qtr Seclbn Drstrral No .. _. .. _ .. i Parcel No, 35 23ik-12"CIt71 _ Qtr Section: S'E"23 District No.:il 392341200 5623 r II • } t Pre -App Date 2!27/2(114; Neighborhood Meeting Date � ? App No AP14t18 Review Type Review Body Review mate Disposition Comments Report `r ..., Re+.iew - �' _...,.n CaseDisposition Disposition Date Conditions of Approval Notes Res It Clyd # .. _ ..._".. ... .. " ,_,........... .. ,., , , ;Status "lipenM. Storage: Citv of -(�9r W h6 at R cage LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29d' Avenue * Wheat Ridge, CO 80033 0 Phone (303) 235-2846 (Please print or type all information) Applicant Weston Solutions Inc, Address 1435 Garrison St. Suite 100 Phone— 303-729-6100 City_ Denver State Colorado Zip 80215 Fax 303-729-6101 Owner Wheat Ridge Urban Renewal Authority Address 7500 W. 29th Ave Phone 720420-1568 City ­± Wheat Ridge State Colorado Zip 80033 Fax 877-444-1877 - A7 Contact Nick Moore -Weston Solutions Inc, Address 1435 Garrison St. Suite too Phone 303-725-1331 City- Denver State Colorado Zi l) 80215 Fax 103-729-6101 (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner) �ATIMUITAF M.WAFJ=TT=M N«,._ • �. Type of action requested (check one or more of the actions listed below which pertain to your request): Please refer to submittal checklists, or complete application requirements, incomplete applications will not be acceted. 0 Change of zone or zone conditions 0 Special Use Permitubdivision: Minor (5 lots or less) 0 Consolidation Plat 0 Conditional Use Permit Subdivision: Major (More than 5 lots) 0 Flood Plain Special Exception 0 Site Plan approval 0 Temporary Use, Building, Sign 0 Lot Line Adjustment 0 Concept Plan approval 0 Variance/Waiver (from Section.--) 0 Planned Building Group 0 Right of Way Vacation 0 Other: Detailed description of request: -Review And Approval of imaAmendment to an exi tin Conte i Plan for Lot 1, Town Center North Subdivision. Required information: Assessors Parcel Number-. 39-234-12-001 Size of Lot (acres or square focitage):, 60.815 SF Current Zoning: Mu -C_ Proposed Zoning: mu -c Current Use: Vacant Proposed Use: I certify that the information and exhibits herewith submitted are true and correct to the best a y knowledge and that arc filing this application, Into .f m, acting with the knowledge and consent of'those rsons liste a � ve ivithout iv consent the requested action cannot la'Afiully be accomplished. 4pplicants other than owners must subinil pow )-'attol fr eowner whi, approved ofthis action on his, behalf Notarized Signature of Applicant State of Colora Count) The foregoing instrument (Land Use Processing Application) was acknowledged by me this m ay of by CASSANDLEIMAN Notary Public State Of COlOrado �oAtar ubl "ic My commission expires /201 To be rifled onstaff. Date received__UPY Comp Plan Design, Related Case Fee $----Receipt ni Zong-­­ Pre-App Mtg. Case No. ,- 1 CP 114 Quarter Section Mapw Case Managcr_W�442L­ City of -6e'door VV VV -h6at 1�' L14(ige, ';ro� LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29'h Avenue * Wheat Ridge, CO 80033 * Phone (30.3) 235-2846 (Please print or type all information} Applicant Town Center North Apartments, LLLP Address 2300 15th Street Suite 325 Phone 720-420-1568 CitY---�je_nver_ State CO Zip- - _«0202 Fax 8774-444-1877 Owner WheatRidge Urban Renewal Authority Address 7500 W. 29th Ave Phone 720-420-1568 City State CO Zi0033 p - Tyler Downs: Wazee Partners, LLC -- Fax 877-444-1877 ContactWheatRidge Town Center Apartments, LLLPAddress 2300 15th Street, Suite 325 Phone 720-420-1568 City Denver -State Co- Zip 80202 Fax 877-444-1877 (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Type of action requested (check one or more of the actions listed below which pertain to your request): Please refer to submittal checklists for complete application requirententvincomplete applications ivill not he accepted. 0 Change of zone or zone conditions 0 Special Use Permit 0 Subdivision: Minor (5 lots or less) 0 Consolidation Plat 0 Conditional Use Permit 0 Subdivision: Major (More than 5 lots) 0 Flood Plain Special Exception M Site Plan approval 0 Temporary Use, Building, Sign 0 Lot Line Adjustment 0 Concept Plan approval 0 Variance/Waiver (from Section 0 Planned Building Group 0 Right of Way Vacation 0 Other: Detailed description of request: Review and approval of Site plan for Lot I of the Towncenter North Subdivisica Required information: Assessors Parcel Number: 39-234-12-001 Size of Lot (acres or square footage): 60,815 sf Current Zoning: MU -C Proposed Zoning: MU -C, Current Use: Vacant Proposed Use: Residential Apartments I certify that the information and exhibits herewith submitted are true and correct to the best oftiv knowledge and that in filing this application, I am acting with the knowledge and consent of those persons listed above, without whose consent the requested action cannot lawfuldy be accomplished, Applicants other than owners midst submit power-qf-attornev from the owner which approved of this action on his behalf." Notarized Signature of Applicant . State of Colorado ss County of _ CLWV9-a The, foregoing instrument (Land Use Processin licat� acknowledged bme this Q '4 X.A�ion) was acknowledg is 1' -day of20 t ' -A by IS ') > ( 4-7n Notary Public My commission expires To be filled out by staff: Date received ------ Fee S Receipt No,, Case No, Comp Plan Design. ­ Quarter Section Map ___­­­-, Related Case No.A&114%�" "'-k Pre -App Mtg, Date Case Managel-a City of Wh6at COMMUNITY DEvaom N'T Wheat Ridge Community Development Department Meeting Date: LEM= Attending Staff - Specific Site Location: Existing Zoning: Existing Comp. Plan: February 27, 2014 Tyler Downs Wazee Partners, LLC 2300 15"' Street, Suite 325 Denver, CO 80202 720-420-1568 Wade Sanner, Planner I Lauren Mikulak, Planner 11 Meredith Reckert, Senior Planner Mark Westberg, Engineering Projects Supervisor 7340 West 441' Avenue Mixed Use -Commercial (MU -C) Mixed Use Town Center Existing Site Conditions: The property is located at 7340 West 44'h Avenue, It is one of several properties owned by Renewal Wheat Ridge (RWR) at the southeast quadrant of Wadsworth and West 44"' Avenue that make up the Town Center North redevelopment project. The property is zoned Mixed -Use Commercial (MU -C) and is located in a transition area between commercial and residential districts. Properties to the west and south within the redevelopment area are also zoned MU -C. Across Wadsworth are parcels zoned Commercial -One and Restricted - Commercial. Immediately to the east is a low/i-noderate-density residential neighborhood zoned Residential -Two (R-2). The subject parcel is 1.39 acres (60,815 square feet) and has primary frontage on West 44th Avenue and secondary frontage on Vance Street, In addition, an access easement exists between the planned project and the existing Wheat Ridge Town Center Apartments to the south, There is currently a 20,000 square foot detention pond constructed on the east portion of the site which provides drainage/detention and water quality for the entire Town Center North redevelopment project. A car repair facility was forinerly located on the site. It has been removed, and the property is currently vacant. Applicant/Owner Preliminary Proposal: The applicant, azee Partners, is proposing a Site Plan review for a four-story, 50 -unit senior apartment building located on Lot 1, of the Town Center North redevelopment area. The building will include 33 1 -bedroom units and 17 2 -bedroom units, with access to the building from four secure entrances. The front door will have a call-in access, and the remaining access points will be located in the patio area, and both ends of the building. Two elevators will serve the central corridor of the building. The total square footage of the proposed building will be 57,896 square feet with an additional 3,532 square feet of covered garage area. The building will be rectangular and will have approximately 40,835 square feet of residential living space. There will be a total of 59 parking spaces available for residents and staff, 43 of which will be surface parking spaces and 16 of which will be located in covered garages on the eastern and western sides of the property. Common amenities available in the building will include garden plots, a fitness center, a social room, a craft room, a club room, a library, a community room, a resource center, and a lobby and seating The units will be furnished with Energy area. . Star rated appliances (including refrigerator/freezer, dishwasher, microwave, electric range, and garbage disposal), washers/dryers, and will include central air conditioning, window blinds, walk-in closets, EnergyStar rated ceiling fans, step-in showers with grab bars, and a private balcony or patio in each unit. Access to the site will be located off Vance Street to the west. This access will be shared with the existing Wheat, Ridge Town Center Apartments. Wazee Partners built the Vance Street extension and the access drive when it developed the Wheat Ridge Town Center Apartments project, and the planned project will utilize this existing infrastructure. The 20,000 square foot detention pond will be reconfigured into a subterranean detention and water quality system, which will be located below a portion of the planned surface parking lot for the proposed building. All utilities are, available in the newly -constructed Vance Street, and will be utilized to serve the project. Architecturally, the elevations, materials and colors will be very similar to the existing Wheat Ridge Town Center Apartments building located on Lot 2 of the Town Center North subdivision. Will a neighborhood meeting need to be held prior to application submittal? No, a neighborhood meeting is not required for a Site Plan application. Planning comments: The site is zoned Mixed Use -Commercial (MU -C), a zone district that is generally located along major commercial corridors and at community and employment activity centers. The MU -C district is 0 established to encourage mediurn to high density mixed use development. In addition to residential and civic uses, it allows for a wide range of commercial and retail uses. Most of the development standards for properties zoned MU -C are fully contained in Article XI (Mixed Use Zone Districts) of the zoning code. This includes requirements for building placement, materials, transparency, parking, and open space. Parking The minimum parking requirement for residential uses in MU -C is one space per unit. The parking allocation shown on the site plan exceeds the City's requirement for off-street parking with 43 surface spaces and 16 garage spaces. For development with 50 required spaces, 2 handicapped parking spaces will also be required. Allocation shown on the site plan exceeds the City's requirements. No on -street parking is permitted on Vance Street, Upham Street or 44`x' Avenue. Street Fruntag e The mixed use zoning code (Section 26-1105) designates mmmmin portions of the build -to area that must contain building facade along the primary street (West 44`x' Avenue) and secondary street frontage (Vance Street). The West 44"' Avenue building frontage appears to exceed the standard for having over 50% of the structure at the 0'-20' build to line. The Vance Street frontage appears to meet the standard for having 30% of the structure at the 0'-20' build to line. The southern faqade of the building provides a public amenity zone transitioning to the building facade with wide sidewalks, landscaping, raised planters, and small plaza areas. Building Design The building materials presented meet the requirements of Section 26-1106 of the zoning code. The applicant may need to include a change in materials on some portions of the facade. The mixed use code requires all building fiacades that face a street or public space shall have at least one (1) change in material for each ten (10) feet of wall height, A change in material must be at least twelve (12) inches in height. Masonry patterns, such as headers or rowlocks, can count as a change of material. Windows, canopies, and doorways will not count as a change in material. Installation of a solar array on the southern portion of the rooftop would be permitted. Carports to cover the southern surface parking stalls with solar arrays were discussed similar to the adjacent building to the south. These would not be permitted as structures cannot be built over a water detention vault. ZEMEM The open space requirement for a single use in MU -C is 15% of the net development site area. At least 75% of the open space must be considered "usable." Please note that for now, the code does not allow land planted for food production to qualify as usable open space. A minimum of 35% of the landscaping must be living landscape materials. Streetscape Improvements Sidewalks and amenity zones are already in place on the west, north and cast sides of the property which connect with sidewalks adjacent to West 44"' Avenue and properties to the south. If any sidewalks are designed to cross public and private streets, staff requests that pedestrian crossings be clearly designated, preferably through a change of material or, at a minimum, through striping. N As previously discussed, an access casement already exists to the south of the proposed development. This easernent would provide access to the site which would be shared with the existing development to the south. Process Concept Plan Revieiv The first step in the process began with the pre -application meeting on February 27, 2014. In mixed use zone districts, Concept Plan review is required for any phased development and for any development site that is 10 acres in size or larger. The purpose of the Concept Plan is to establish the overall development concepts for the site, including a land -use and circulation framework that all future development on the site will follow. Preliminary drainage and traffic reports are expected as part of the application for a Concept Plan. Approval of an original Concept Plan was granted in 2011. However, this document does not reflect this proposed design schematic. Therefore, all amended Concept Plan will be required prior to application for site plan review. Site Plan Review The next step is to proceed with a Site Plan review application. An appointment with a planner is required to submit a land use application; incomplete applications will not be accepted or reviewed. Once all submittal requirements have been met, the proposal will be referred to outside service agencies (,cel Energy, water district, fire district, etc.) and other City agencies (Public Works, Economic Development, etc.) for their review and comment, generally for a period of 15 days. After all comments have been received, the case manager will forward those to the applicant. Comments will address any areas in which the proposed development does not meet zoning requirements, such as setback/build-to requirements, site design, building design, parking requirements, etc. Modifications to the application may be required as a result of these comments. Tile applicant must address all comments and resubmit relevant documents and drawings to show that the proposed development meets the zoning requirements and complies with the Concept Plan. Once all comments and requirements have been met, the case manager will refer the Site Plan application to the Community Development Director for final approval. A copy of file approved Site Plan will be kept on file at the Community Development Department. Approval of the Site Plan application does not mean that a building permit has been issued. Once site plan approval is attained, the applicant may submit a building permit application with the Building Division Both the amended Concept plan and Site Plan are administrative processes. Architectural and Site Design Manual (ASDM) The Architectural and Site Design Manual (ASDM) does not apply to developments within mixed use zone districts. Building Division comments: The building division was not present at the meeting and has no comments at this time. 11 Public Works comments: Site Draincrge A Final Drainage Report (FDR) Addendum detailing how the current above -ground extended detention basin will be modified to an underground system will be required. The FDR Addendum should be signed and sealed by a professional engineer licensed in the State of Colorado. The report must describe how full ston-nwater flood attenuation detention incorporating water quality measures for the entire site will be achieved. Please refer to the City's drainage requirements for additional inforniation. For the proposed modification of the above -ground detention basin to an underground system, the eastern drainage easement will need to be vacated. Further, for the underground water detention vault to be located at the south of the property, a drainage easement will need to be dedicated. Trqffic Relyort A traffic analysis will be required to determine whether or not the traffic generated by the proposed development will be sufficient to meet warrants for a traffic signal at the Vance Street/West 44"' Avenue intersection. Please contact Mark Westberg at 303-235-2863 for traffic -related questions. Utility Boxes Two utility boxes exist at the northeast comer of the property. These electrical boxes will remain in their current location above ground. The applicant will need to check with .cel Energy to make sure that these electrical boxes are within the existing easement, Urban Renewal Authority The Renewal Wheat Ridge currently owns the site with a lease to own option available to the applicant. Renewal Wheat Ridge will sign the application as the owner. For future inquiries contact Steve Art at 303-235-2806. Attachments: Public Works comments Phone Numbers Meredith Reckert — Senior Planner Lauren Mikulak — Planner 11 Wade Sanner ­ Planner I Mark Westberg — Projects Supervisor E 9 th Project Summary 7340 W. 44 Avenue — Town Center North Subdivision, Lot I IT senior apartment building located on Lot 1, Town Center North in Wheat Ridge, CO. The building will include 33 I -BR units and 17 2 -BR units, and will be accessed from four secure entrances. The front door will have a call-in access, and the remaining access points will be located in the patio area, and both ends of the building. Two elevators will serve the central corridor of the building, The total square footage of the proposed building will be 57,896 square feet with an additional 3,532 square feet of covered garage space. The building will be rectangular and will have approximately 40,835 square feet of residential living space. There will be a total of 59 parking spaces available for residents and staff, 43 of which will be surface parking spaces and 16 of which will be locat.Q0_.&n_w_kjwe,0, and a portion of the western perimeter of the site. Common amenities available in the building will include a fitness center, a social room, a craft room, a club room, a library, a community room, a resource center, and a lobby and seating area. The units will be furnished with EnergyStar rated appliances (including refrigerator/freezer, dishwasher, microwave, electric range, and garbage disposal), washers/dryers, and will include central air condii0w*iV,_,�i�f*zT blinds, walk-in closets, EnergyStar rated ceiling fans, step-in showers with grab bars, and a private balcony or patio in each unit. The planned project will be situated on a 1.39 acre relatively flat rectangular site directly north of the access easement serving the newly -constructed Wheat Ridge Town Center Apartments. The site is rough graded, and "pad ready". There is a single vehicular access point to the site located off Vance St. to the west which leads to an existing access easement between the planned project and the existing Wheat Ridge Town Center Apartments. This access will be shared with the existing Wheat Ridge Town Center Apartments. Wazee Partners built the Vance St. extension and the access drive when it developed the Wheat Ridge Town Center Apartments project, and the planned project will utilize this existing infrastructure. There is currently a detention pond constructed on a portion of the site which provides drainage/detention and water quality for the entire Town Center redevelopment area, This approximately 20,000 square foot surface detention pond will be reconfigured into a subterranean detention an d water guality system, whi ii, i . t --- iff-mim1pipwn will be utilized to serve the project. Architecturall�l the elevation Town Center Apartments building located on Lot 2 of the Town Center North subdivision. f 1�1�1�1 1■—f 7 1�m Mev 1 T 1�w Mme/ 1 ■�■�■ �� I I I 11 11 !T !■I ■ ! 11 !r1'I !■I I MI.A .■.I ar�Mrwr ww�rwnxuau w �� w.�+r� Mrd mow« ,�, wai m awiw a_r.r«ae � =1� WHEAT RIDGE TOWN CENTER NORTH WHEAT RIDGE, CO 44TH AVE . — _—BROW VARiESi - •mueeoe •w r, J/ O --- O I u~i 00 00 00 W; 0 ° _R Q� a o ---- 00000 a 1 SI �E PLAN J Q S a D r� rwfr r wr r.r•. •. w.0 � fM• 4Y� pop • a.._ urw � e.arr �� 2 VICINITY MAP _ II LAND USE DATA Wop slag Mea 131K H.Ing 1MMTblobtlw• SO Unhs an 5.131[ • T 6 fMl/K f►hY�MW4 lMirt Al 11 UNb a lA • 11 Unh 81 lUMn lA • 3 Unn It 11 U= a IA la Tad >o ~tint FeerN Re4CaM l•a/aQ RMYat YalB al WraR ran.it ll'dU' I6 Taft /1aNM! L 2 OF 12 WAZ E E B1 4; 213135 A PARTNERS K._._B..,.P_H-.. RT DATE: 01/22/14 WHEAT RIDGE TOWN CENTER NORTH ® o 1 FIRST FLOOR COMPOSITE PLAN WHEAT RIDGE, CO 4 .„ a. 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