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Home My WebLink AboutWZ-18-10\�3� c,,Ozc)\�16C�la c(,�«c��on4 ��o�� sk I. XWE410=i __ STERLING DESIGN ASSOCIATES, LLC 2009'v'V. LITTLETI-ON BLVD. #300 LITTLETON, CO 80120 (303) 794-4727 CONTACT' JOSEPH SCHIEL, PE LANDSCAPE ARCHITECT STERLING DESIGN ASSOCIATES, LLC 2009 )i/V. I-17FIFLIETON BLVD. #300 L 1 - F1 - T L ETON, 80120 k 130"�� 79 _,j ! 4-4727 CONT ACT: MIKE HAAF_, RLA 0 - ma& F! ATIRONS., INC. 655 FOURTH AVE. LONGMONT, CO 80501 30"1-775-1733 1�p 1 11 1-1.-; CONTACT- JOHN B. GUYTON ARIA GROUP ARCHITECTS, INC. 830 NORTH BLIVID. A OAK PARK, IL 60301 (7081/ 445-8400 CONTMA C -Ir- IL CONTACT: , LIAS SAOUKBAEV U.S. RETAIL PARTNERS, LLC C/O REGENCY CENTERS 8480 EAST ORCHARD ROAD, 'AD, SUITE 6900 GREENWOOD VILLAGE, C'O 80111 (3031300-5300 CONTA%'.',N1rj: TOM METZGER A PARCEL OF LAN* , IREDC-ORDF D IN THE OFFICE OF THE JEFFERSON COUNTY CLERK AND RECORDER AT RECEPTION NO. 2016027462, DATED FEBRUARY 28, 2016, LOkC_1AT1--7-1 IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF �N'HEAT RIDGE, C01IN"f-Y OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING T1 4P -SO' SOUTH LINE OF THE SOUTH�JVEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 20 TO BEAR NORTH 89029'29" EAST, A THE ___ 1 1_ t I 1 111 NORTHWEST I DISTANCE OF 1322.42 FEET PER THE PLAT OF APPLEWOOD VILLAGE SHOPP !INKS CENTER FILING NO. 2. RECORDED AT RECEPTION NO. 2017081101. DATED At AUGUST '17, 2017, W 11� F H ALL L L BEARINGS C ON T A 11 N E D HIE REItN R E LA T I V E THIrE RE T 0. COMN11 EN C 1 N G AT THE WES-11- 1l4 CORNER OF SAID SECTION SECTION; THENCE NORTH 64005'26" EAST, A DISTANCE OF 1525.41 FEET TO THE NORTHEAST CORDER OF A 6 FOOT PUBLIC R1(3)H_F OF WAY AS DESCRIBED AT R ECE PT I ON NO, 2017022103, DATED FEBRUARY 28, 2017 . IN THE OFFICES OF JEFFERSON COUNTY CLERK AN D RECORDER: TH ENC E : NORTH 89 02929" EAST, ALONG THE NORTHERLY LINE OF SAID 6 FOOT RIGHT OF WAY, A DISTANCE OF 6.00 FEET TO A VV ESTERLY LINE OF LOT 1 OF SAID APPLEWOOD" VILLAGE SHOPPING CENTER FILING NO. 2 AND THE POINT OF BEGINNING:, THENCE NORTH 89`29'29" EAST, ALONG A SOUTHERLY LINE OF SAID LOT 1, A DISTANCE OF 134 00 FEET TO A CORNER OF SAID LOT 1:. THENCE SOUTH 00°54'01'" EAST, A ALONG A WESTERLY! INE OF SAID LOT 1 AND THE EAST LINE OF SAID PARCEL DESCRIBED A-IRECEPTION NO, 2016027462, A DISTANCE OF 200 FEET, THENCE SOUTH 89-2929" WEST. ALONG THE SOUTH LINE OF A PROPERTY DESCRIBED AT RECEPTION NO. 2016027462, A DISTANCE OF 134.00 FEET TO THE SOUTHEAST CORNER OF SAID PUBLIC RIGHT OF WAY" THENCE NORTH 00"54l01" WEST, ALONG THE EAST LINE OF SAID PUBLIC RIGHT OF WAY. A DISTANCE OF 200 FEET, MORE OR LESS. TO THE POINT OF BEGINNING SAID PARCEL C,_N r1A INING 26,799 SQ. FT, OR 0.62 ACRES, MORE OR CASE HISIO"RY VVIZ-18-1101 WZ - 14 - 0 7 Ali IT IS THE INTENT OF REGENCY CENTERS, L,P, TO REDEVELOP A PORTION OF A n THE APPLI-EWOOD 'kv1ILLA;G:;LE SHOPPING CENTER INTO A HACIENDA.COL kCNrA -,U o RESTAURANT, WITH ASSOCIATED DRIVE, PARKING, AND LANDSCAPE AREAS. HE PROPERTY IS WITHIN THE "CONTEMPORARY OVERLAY DISTRICT" WHICH 1—. S ARE REQUIRES A 0'-20' BUILD -TO L 1 IN E WHE FRE BU 1 LD IN �zlR E AD'NJACENT To T � PUBLIC �) I REETS, UTILITIES WILL BE PROVIDED TO THE NEW RESTAURANT FROM EXISTING UTILITY -T LITY MAINS WITHIN THE SHOPPING CENTER, A NEWSTORM SEVj'ER;S>TUB IS PROPOSED TO CONVEY STORMWATER RUNOFF TO THE EXISTING DETENTION AND WA, TIE :R QUALITY POND IN THE SOUTHEAST CORNER OF THE SHOPPING CENTER, AS PART OF THE PROJECT, TWO EXISTING ACCESS POINTS ON T UNGFiELD AVENUE ARE PROPOSED TO BE RECONSTRUCTED AND 1 -WO EXISTING A ACCESS POINTS ARE PROPOSED TO BE REMOVED. THE PARKINGAREA �1 THEi.- SOUTH OF THE PROPOSED RESTAURANT `SILL BE RECONFIGURED TIC) " i_\! LLOW FOR VEHICULAR PARKING AND ACCESS WT"IN THE SHOPPING C' -ENTER. A PROPOSED ON-SITE SIDEWALK AND VVA-,LK'YNIAY CONNECTION TO THE - STREET SIDEWALK WILL PROM")TP " PEDESTL THE YOUINGFIELD S N FRIENDLY ENTRANCE TO THE HACIENDA RESTAURANT, LAND SC -APE AREAS I VVILL UTILIZE COLORFUL AND TEXTURAL LOWWATER DEMAND PLANTINGS I AND TREES. VICINITY MAP NORTH 1 l'= 1000' . ........ .. OWNER'S CER T11FICAT E SHEET INDEX I OF 10 COVER SHEET 2 OF 10 OVERALL SITE PLAN 3 OF 10 SITE PLAN 4 OF 10 SITE DETAILS (PRIVATE) 5 OF 10 PHOTOMETRIC PLAN 6 OF 10 LANDSCAPE PLAN 7 OF 10 PLANTLIST & NOTE -S 8 OF 10 LANDSCAPE DETAILS 9 OF 10 BUILDING ELEVATIONS 10 OF 10 BUILDING ELEVATIONS THE BELOW SIGNED OVVNER(S. OR LEGALLY DESIGNATED AGENT(` lf-HEREOF, Dr." HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVEI OPED AS A PLANNED DEVELOPMENT IN ACCORDANCE WITH THL_� USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN,, -\ND AS MAY OTHERVOSE BE REQUIRED By LAWI (WE" FURTHER RFCOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PIAN. DOES NOT CREATE A VESTED PROPERTY RIGHT VESTED PROPER TY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SEC TION 26-121 OF THE WHEAT RIDGE CODE OF LA's' & U S_ RETAIL POL PART NER-, 11C, I I r7 ;Z� A DELAWARE LIMITED LIABILITY COMPANY BY: U.S. RETAIL PARTNERS HOLDING, LLC, A DELAWARE LIMITRED I !ABILITY 'COMPANY, ITS SOLE MEMBER I I " L BY: GRI-REGENC Y "-, ' LIMITED A DELAI&ARE LIABILITY COMPA"'N. ITS SOLE MEMBER BY: REGENCY fCENTERs, i__P_ ,,i, A DELAVVA117_�,._ R-11MITED PARTNERSHIP, ITS MANAGING MEMBER BY: REC-'IEN(l(lf_EFRS> ("ORPORA TION, A FLORIDA CORPORATI()NI, ITS GENERAL PARTNER BY: 'A NAME: ',001 IAM DAMRATF; fll�'E PRI` SILENT MARKET OFFICER TITLE S-r,.-, A TE OF C."ODODRAC."O. )Ss COUNTY OF JEFFERSON THS FOREG(DINGINST P% I- IMENT WAS ACKNOVVLEDGED BEFORE ME THIS A.D. -0 Cbqrwr#,4+% DAY t_) r OF JI BY WITNESS MY HAND AND OFFICIAL SEAL, MY COMMISSION EXPIRES: i2 Alf NOTARY P AR IE j. MYERS F7, NOTARY PUBLIC STATE OF COLORADO NOTARY ID DEC My COMMISSION EXPI0RES0DEC 91 2020 UAIM qe.&1w. I IF; COUNTY CLERK & RECORDER'S CERTIFICATE a 4% - Is STATE OF COLORADO ch )3S sv;,qj t m COUNTY OF JEFFERSON , w? I HEREBY CERT IFY TNA T THIS PLAN WAS FILED IN THE OFFICE OF THE COUNT CLERK AND RECORDER OF JEFFER50N COUNTY 11 AT GO[ DZIEN, COLORADO, AT -J'4&_UO'CLOCK P M. ON THE.3, , DAY OF t uxill .A -D., IN BOOK -, PAGE RE E�PT 1 6N N 0 z l a 8% JEFFERSON COU T CLERK AND RECORDER DEPUTY PLANNING COMMISSION CERTIFICATION I s+ APPROVED THIS 2 11 DAY BY THE WHEAT RIDGE PLANNING COMMISSION. CHAIRPERS CITY CERTIFICATION APPROVED THIS DAY OF BY THE CITY OF WHEAT MIDGE, ATTEST All C1' 7 .,T,,CLrRK ICLIRK V I&. cbmMUNI_7_Y_JD _VELOPry F97 5rdw us nz MAYOR� Sterling Design Associates, 11c _1VIL - ENGINEERS I ANDS'APE ARCHITECTS ENGINEERS L 2,009'1,4 butleton Blvd. 71300 rC C ROM CI V, 4 ph EPARED UNDER T HE DIRECTSUPERVISION OF 11 � 10SEF-H G. SCk� HIEL P.E. �! i z - � .�,r%,-)RADO '7-11:-!<ZTRAT !ON 49332 I& ON BEHALF OF SS`FERLI1N'C3 DES!(3) 1`141AS SOC" IATfE_ S, Ill - PRELIM1,1NARY j NOT FOR CONSTRUCTION JGS 1) P AVV 1 IN C3 R 1 AJY HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE. CO 80033 REGENCY CEN -'ES 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 8011; 1, TEL (31031] 30n_5q0r) 1.1? 1-w �_, COVER SHEET STIEIRILANG, DE -SIGN A'S & dp __F t2C "Ac 0 41 " jfc U _J1 BY JGS 4 F f 13 1 F S f7iPT 1,0,!1- T H DP SUBM AL .5 L�T F- P" f"T JGS 1) P AVV 1 IN C3 R 1 AJY HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE. CO 80033 REGENCY CEN -'ES 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 8011; 1, TEL (31031] 30n_5q0r) 1.1? 1-w �_, COVER SHEET MIM-hMAW 3 } Yg EXISTING GROCERY STORE NOT A BART -7 A ZZ t. 001 all, fl -I MULTI-TENANf-_' Lim RETAIL NOT A PART -- --------- 4W LIQUOR STORE NOT A PART PROPOSED STORM SEWER EXTENSION mrjfj.� MWAT-402710ET* WWRR-3 Al'A OFF'. ""AL DEVELOPMENT PLAN 'IN THE CITY OF WHEAT RID(, %01LORADO S r o-FTHr= 6TH P.M. S, R 69 W. 0 1 rz I,UAIL CITY OF WHEAT RIDGE, COUNT, Y OF JEFFERSON, STATE OF f'"'10LORADO K. I k, 4MO L vi LJ SITE DATA TABLE �j ..... ZONING AND LAND USE PLANNED COMMERCIAL DEV E` (PCD} .-----TO BI -REMOVED ACCESS YOUNGFIELD STREET 9 to --------EXISTING SIGNALIZED a=zz% � t7 I— EXISTING ZONING (APPLEWOOD VILLAGE SHOPPING ("ENTER PCD, AMENDMENT#91; PROPOSED LAND USE RESTAURANT 0; R 0 P EER Tl Y L 1 N E ADjA%r_`Vlr-_:NT 1.0-11 'LINE AiA PROPOSED STORM. SEVVER M ......... EXISTING QTOR RM SE'vNIER Fest TI N G Ct j R B & G-1 U TT ER PROPOSED CURB &(3UTT ER PROPOSED S)IDEVVALLK EXISTING TO BE REMOVED EISTING TO REMAIN X I i PR0POSED NEVV TOTAL PROPOSED WITHIN LIMITS OF DISTURBANCE: TOTAL PARCEL PROPOSED -AREA DISTURBED AREA UNPLATTED PARCEL REC. NO. F11 ►9326 (HArCIENDA PARCEL) 0,615 ACRES 0.615 ACRES P1 ATTEDI PARCEL REC. NO. 2009001664 2.39 ACRES 0, 1-1 5 5 ,ACRE; 'k.) N Lil-� I IL, r_ - 1 I 1_�. � 'LOT 1 APPLE WOOD VILLA CENTERI GE SHOPPING ENTER SUBDIVISION FLG, NO. 2 11 -7 .09 ACRES 0110 ACRES Q,,� 1 0 TAL PROP03--ELD WITHIN R.O.W. 25ACRES TOTAL PROPOSED DISTURBED AREA'WITHIN R,O,W.-' 0 2 5 6 ACRES TOTAL. PROPOSED DISTURBED AREA (ONSITE) 1.480 ACRES FLOOR AREA BY USE PROPOSED HACWIENDA- 7,r-98 SQ. FT. BUILDING FOOTPRINT � 1.� 2.133 SQFT. 2ND FLOOR WITH 370 S.F. PATIO 9,731 SO, FT. TOTAL PARU'IEL COVERAGE REQUIRED./ALLOWED PROPOSED LOT SIZE BUILDING COVERAGE OPEN SPACE/LANDSCAPING LIVING LANDSCAPING 10% MiN. OF (__';R0,S)Sll OTARFA .680 (2 i \ S.F. MIN.) 30% MAX. OF TOTAI LS AREA (11.651 X30=3 491 S.F. MAX' 26,798 SQ, FT. (0.615 ACRCS) 7�598 S. FT. BUILDING FOOTPRINT I (28.4% BUILDING COVERAGE) A A% i(l 1,6 51 S.F r -r 1, . --D 10% (1, 144 S.F PARKING CALCULATION WITHIN ANALYSIS AREA TOTAL PROPOSED BUILDING SQUARE FOOTAGE- 31,336 SQ_ FT.* I TOTAL EXISTING VEHICLE PARKING: 188 STALLS TOTAL VEHICLE PARKING REMOVED WITt-4; THIS SDP' (94 S TIALLS) A 104 STALLS, T OTJAitL NEW VEHICLE PARKING: TOTAL PROPOSED VEHICLE PARKING: 198 STALLS (6.32 STALLS 11 11000 SO. F7", PARKING SUMMARY REG U 1HED/ALLOWED PROPOSED ICLE PARKING 4.00 1,000 S.F. / 126 STALLS* 198 STALLS '6,32 STALLS / 1000 SQ, FT,' BICYCLE PARKING 5% OF VEHICLE PARKING (6 STALLS) 6 BICYCLE PARKING STALLS (31ul-RACKS) *PARKING REQUIREMENTS AND BUILDING LDING SQUARE FOOTAGE ARE BASED ON THE APPLEWOOD VILLAGE SH,'.)PPING I I (.'VENTER AMENDMENT #9 OUTLINE DEVELOPMENT PLAN, RECORDED WITH THE JEFFERSON COUNTY CLERK AND REC'*ORDER UNDER RECEPTION I L NUMBER 20160 if 05222. �terling Design Associates, lic C 1`0 L N G 1 S A N D S a+'- A P E A R, C H I T E C_ TS 22i f9 VV, Littleton. R'Pvd. w) j -)n _!tU T I !_stevl� OLJc S16 PREPARED UNDER _FHE DIRECT: SUPERVISION 10F JOSLERH (03, SCHIE-1- P.E. rloi r_- � n op, r� -n C,' T L� T i ON 48332- A 'S C� 1-1,- 1 /A' _r r- - 1 1 ING DESIGN R'DIR & (___)N B'EkALF 0F STERL'I - k.3 t� , ! PRE Ll MI INARRY Imu I FOR CONSTRUCT ION S, T E R! IN G E7;S) 1 G N A,'s S-0 G 1,4:71cl S, 1 il- WJ--i-1, 2NiE SDP St fBfkA!iTTA L ON 3R Ss ID S4 '� lill T AL All �A � FL 07113/2018 lit g 40' Mo PPC'JE(�Ti 1w DI R AVV N RY MR HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREE NWOOD VILLAGE, CO 80111 TEL:303.V 1 DO� 300-5-300 -,l Jut a %( rte`-' 4 my o$1#, NORTH 0 30 00 . 1 0 PROPE R T Y LIKE - ADJACENT LOT LINE ---- - _ .___ __ EXISTING EASEMENT EXIST ING SIDEWALK EXISTING CURB & GLITTER EXISTING PARKING STRIPING PROPOSED PARKING STRIPING A PROPOSED CURB & GUTTER I PROPOSED SIDEWALK ' PROPOSED= SIGN PROPOSED SITE LIGHT PROPOSED STREET LIGHT PROPOSED PEDESTRIAN LIGHT SCHEDULE NOTES 1.0 FOOT WIDE SIDEWALK CHASE. PROPOSED ASPHALT PAVING. 3 PROPOSED if-DOONCIRE1 E PAVING. PROPOSED CONCRETE SIDEWALK (PRIVATE) WIDTH AS NOTED HEREON, SEE SITE DETAIL., (PRIVATE". PROPOSED 8.0 FOOT P0,DE PUBLIC DETACHED SI -.DE %ALK COQ T CONSTRUCTED � FEE ��T� THE PROPERTY LINE WITH 0.0 FOOT (,MINIMUM) LANDSCAPE AMENITY IZONE. SEE R ADoj DETAILS (PUBLIC). 0 PROPOSED SITE LIGHTING. SEE PHOTOMETRIC PLAN. 7 PROPOSED THREE (3) BICYCLE RACKS (SIX BICYCLE PARKING SPACES TOTAL). SEE SITE DETAILS (PRI `ATE). 8 PROPOSED HACIENDA TRASH ENCLOSURE. 0 PROPOSED 9.0—FOOT X 18.0—FOOT, 4" WIDE, 90—DEGREE WHITE P111 A RKING STRIPING. 0 PROPOSED ADA PARKING AREA STRIPING AND SYMBOLS. SEE SITE DETAILS (PRIVATE). 0 PROPOSED ADA PARKING SIGNAGE IN 01' DIA.. CONCRETE -FILLED BOLLARD. SEE SITE DETAILS (PRIVATE _ i2 PROPOSED 2 FOOT WIDE PEDESTRIAN CROSSWALK STRIPING SPACED 4.0 FEE"r O.C. 013 PROPOSED '` CURB AND 1 %" GUTTER ,ONSITE). SEE SITE DE TAILS (,PRIVATE). �4 PROP OSED 6" CURB A.:SID 24:1 GUTTER (kf�/IT'HII I R.0.Wl S"V�JCUT 2.0 FEET FROM LIP OF EXISTING GUTTER AND ASPHALT PATCH BACK. SEE ROADWAY DETAILS (PUBLIC). C115\ PROPOSED PRIVATE ADA—ACCESSIBLE. CURB RAMP, SEE SITE. DETAILS (PRI\\/ATE?. �0 PROPOSED ADA. -ACCESSIBLE CURB RAMP WITH TRUNCATED DOMES (WITHIN R.O.�,A/J. SEI_:. SITE DETAILS (PUBLIC). 7 EXISTING FIRE HYDRANT TO REMAIN, 1$ ANTICIPATED TRANSFORMER LOCATION. 19 ANTICIPATED GAS METER LOCATION. 20 PROPOSED WATER METER, PROPOSED GREASE INTERCEPTOR. 22 PROPOSED CONCRETE RETAINING WALL V\ATH PEDESTRIAN GUARDRAIL (3.0 FEET MAX. HEIGHT i . 043SA CUT LINE i LIMITS OF DISTURBANCE. 24 PROPOSED CONCRETE COMMERCIAL DRIVEWAY PER CITY 0F1HEAT RIDGE STANDARDS AND ASPHALT PATCH BACK 2.0 FEET, 28 PROPOSED R1- [ STOP SIGN PER MUTCD ON STEEL POST .AND "STOP" PAVEMENT MART IN(:)5 AND WHITE STOP BAR. SEI SITE DETAILS. EXISTING SIDE, CALK TO REMAIN. EXISTING CURB AND GUTTER TO REMAIN. 28 E IS T ING PARKING AREA TO3 REMAiN. 29 EXISTING ASPHALT PAVING TO REMAIN, 3(3 PROPOSED TYPE D AREA INLET_ 3 PROPOSED R11-1 STOP SIGN AND R3-2 ,NO LEFT TURN" URN" SIGN PER MUTCD ON STEEL. POST. AND "S "STOP" PAVEMENT MARKINGS AND WHIT E STOP BAR:. SEE SITE. DETAILS (PRIVATE). 2 EXISTING CONCRETE �RO�S'PAN TO REMAIN. 33 PROPOSED CONCRETE CRoSSPA i, WIDTH NOTED HEREON, SEE SITE DETAILS. 34 EXISTING BUS STOP TO REMAIN. CS)PROPOSED STREET 11-1(21 I T . 30 PROPOSED PEDESTRIAN LIGHT. 37 EXISTING POWER POKE O ERHEAD ELECTRIC LINE, TO BE UNDERGROUNDED BY XCEL ENERGY. 38 PROPOSED ADA -ACCESSIBLE RAMP WITH PEDESTRIAN HANDRAIL. 09 PROPOSED (3) S T ; PROPOSED WITH PEDESTRIAN HANDRAIL. 40 PROPOSED 8° X, 0` TRASH ENCLOSURE FOR ADjAC'EN T RE T A:IL BUILDING, 41 PROPOSED CONCRETE -FILLED PIPE BOLLARD. 42 EXISTING IRRIGATION VAULT TO REMAIN. CONTRACTOR TO REMOVE INLET GRATE AND INSTALL AN 8" CONCRETE LID WITH ACCESS MANHOLE, 43 INSTALL. "NO PARKING - FIRE LANE" SIGNAGE PER MUTCD ON STEEL POST OR FASTED -?`C LIGHT DOLE. SEE SITE DETAILS. CIVILSterling Design Associates, 11c EINGHNEE.� i iTEC 17S s 200-9 VV btut r'cor BIvd. 3,""t0 Littleton, C 0 8'� 120 PREPARPILD UNSUPERVIIS,10P, 0FDER JOSEPH G_ SCHIEL. COLODRADO 48332 r R & ON BEHAl F (_)f S ER ;(fit PREUM"'ARY NOT FOR CONSTRUCTION -STERLING iuc _ vI _ ,: ;S, _, S i, S U _R vi ITT IL 07/13112018 1" = 20' jGS �'m HACIENDA" WHEAT RIDGE, CO 80033 C rN REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL-, (303) WO -5350~ SITE PLAN 11-61, /2" FOOT 'g 1.1;2" R 4 i/2" C� 6 A_ 1-1,'2" R SPILL CURB 0,5 SEE PLAN 111. r" C"" 0 M P A C T No. 4 BARS AT 18" 0.1,-,.E. W. SUB -GRADE IN ACCO RDANCE 'VVITH PAVING NOT E T YP'); 1NTEGRA.I_ CURB SEE SITE PLAN CONCRETE FOR CCURB & GUTTER SHALL BE IN ACCORDANCE '00TH PAVING NOTE: SEE SITE PLAN UNLESS CONCRETE FOR INTEGRAL VEHICUL.AR PAVEMENT IS MORE STRINGENT CURB & GUTTER' (PRAIVATE) f A NOT -1-0 SCALE SEE PLAN CONCRETE r / `''� FLARED CONSTRUCTION (SEE PI PNS) <1/2'V1v"ILr)"E x 1/2" DEEP GROOVES SHALL BE SPACED AT 12 INCHES. CURBED CONSTRUCTION VIR L 7 *SEE PLANS FOR CURBED OR FLARED CONSTRUCTION ASPHALT PAVEMENT 4"THICK NOTr:S, I I.- . PER PLAN m v 11, m.q v1=1v!w=zqwrw�ww NOT To SCALE 1. ALL, WORK SHALL BE DONE IN ACCORDANCE W11TH 5, NORMAL GUTTER FLOWLINE AND PROFILE SHALL 7. A 1/2" EXPANSION JOINT SHALL BE REQUIRED LOCAL STANDARDS AND SPECIFICATIONS, BE MAINTAINED THROUGH THE RAMP AREA. WHERE THE CONCRETE RAMP JOINS AN't RIGID CONTRACT OR SHALL ADJUST PAVEMENT AND PAVEMENT OR STRUCTURE, CONCRETE FOR SIDEWALK RAMPS SHALL BE IN GUT T ER 'IMMEDIATELY ADJACENT TCS BOTTOM OF A tA ACCORDANCCE 11TH PAVING NOTE; SEE SITE PLAN. CURB RAMP 7 0 ENSURE COUNTER SLOPE IS NO 8. COMPACT SUBGRADE IN ACCORDANCE ATH STEEPER THAN 1:20. PAVING NOTE (TYP.); SEE SITE PLAN. :3RAMP AND \i1jINGS HALL BE POURED MON-1 I�HIICALILIT` 6 RAMP S' IRFACE SHALL HAVE A COARSE BROOM 9. REFER TO GRADING PLAN FOR SPECIFIC FINISH VV ELEVATIONS. KITH STRIATIONS PERPENDICULAR TO THE 4. MINIMUM WIDTH OI:_;: RAMPS SHALI BE ErDWAI "-,IRFjr"N DF RAMP SLOPE, 11 L -L 1 k.,j DIRECT THE VIADTH OF THE APPROACH WALK AND RAMP, SLOPES SHALL NOT BE STEEPER THAM 1 -1 2. U R B R -AMP (PRIV,A G NOT TO SCALE 4` OR 6il 6" YELL O',/ TRAFFIC STRIPE " DIA. 4ED STEEL TUBING k-7, DIA. f TRASH ENCLOIS34UREI PAINT `r, Toft, A I =U I Mi-�T%C111 BUILDING TRIM C? FINISHED GRADE 'A is I C) 'A j'� CONCRETE FOOTING PER STRUCTURAI ENG_ Bu"'LLARD ur"""ETAIL C NOTTO SCALE T I L_ C PRODUCT NAME: DERO HOOP RACK AS MANUFACTURED BY DERO BIKE RACKS BIKES PARKED PER UNIT "D" STAINLESS STEEL MATERIAILS- 1 .5" SCHEDULE 40 PIPE 0 1, L_L_L_ NOTES.: INSTALL RACK IN THE DIRECTION AND IOCATI ION AS SHO00NI ON L L, PLAN MIN, 30" FROM BUILDING OR EDGE OF PAVEMENT 36" O.C. 2. IN GROUND MOUNT INSTALL PER MANUFAC URE.R'S RECOMMENDATIONS. H 0 T L I I DIPPEH-) kGIAIVANIZED FINISH A-- A FIR` LANE UNIVERSAL STOP SIGN "NO PARKING - FIRE R rt-t-rn m NO LAW- SIGN, R8-31: I U -BUCKET MOUNTED STOR UNIVERSAL UNIVERSAL 1`71-yf"ICAL ALL SIGNS). STOP SIGN LEFT IFT TURN `3 1 Gt--j R1_11 R3-2 b 1-3/4x1 314 STEEL C? j 1 3/4x1-3/4 STEEL p u, i ')RIME AND , r__ POST PRIME AND INT RLACKWITH -,^",/4xl -3114 STEEL *ITH PA PAINT BI ACK I P 01 _Y1 RETHANE POST PRIME AND T POLYURETHANE TBLACKVVITH EXTEND ---PAIN T ACRYLIC Iz Lj TEND 7: ACICRYLIC =X PO 3 FEET LYURETHANE POST MIN. - POST MIN. 3) FI -ET J ACRYLIC EXTEND BELOW GRADE Cn , - BELOW GRADE POST MIN: 35 FEET TIN -- LJ- 'I CONCRETE FOO I V -i I--- B - OV -RADE PER STRUC A I EIN G,CONCNETE FOOTING PER S"I"RUCTURALENG. CONCRETE FOOTING P STRUCTURAL RENC. STOP SIGN W/ NO PARKING FIRE LANE STOP SIGN NO LEFT TURN SIGN PROVIDE TRAFFIC CONTROL SIGNS 'C,(_`)MP1_ YIN GI 1hITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGH11NAY A DMINIS`ATION5S MANUAL "UNIFIZRM ?TRAFFIC CONTROLDEVICES;I., LOCAL CODES., AND AS SPECIFIED. O'Nk'-SITE T11RAA FFIC SIGNAG""E DETAIL 9i7 Nc,,. 4 BARS AT 18" 0 C l�_E_W AS NOTED ON PLANS CROSS SL0PE 1 /4 P'E_R P 0 0 T 4 1,, > COMPACT SUB -GRADE IN ACCORDANCE W TH PAVING NOTE JYP SEE SITE PLAN f;,' P A-E RE IFL 10 RESISTANT A T SEALb�.N 1, RUL,KE U -SEAL #3204 OR APPROV�E-[.) EQUIVALENT BACKER ROD CONTROL JOINT EXPANSION JOINT NOTES" _j ON SITE LAYOUT REFER TO GENERAL NOTES AND IOIN! LEGEND SHEET FOR ADDITIONAL INFORMATION. 2. EXPANSION JOINTS SHALL BE PLACED A"' -:'l SH :OJIN. ON THE PLANS; e", C- r", M 1 '- AND I r-. r— k 1C: 9 r) FL Z AND/�A I ! m k-, I U r� E—_ t t',� C:ET MIMMUIVII 1 EXPANSION JOINT 'FILLER SHALL MEET A_ASHT M 213 CRITERIA AND BE APP L 1 ED IN ACCORDANCE)vVITH MANUI A C T U R LE R'S RECOMMENDATIONS. 4, SIDEWALK SURFACE SHALL HAVE A10JOARSE BROOM FINISH WITH STRIATIONS PERPENDICULAR TO THE DIRECTION OF TRAVEL UNLESS 0 -11 - HER 'ISE NOTED IN CIVIL .AND/OP ARCH. PLANS. WIN A 5. CONCRETE: SHALL BE IN ACCORDANCE WITH PAVING NOTE; SEE SITE PLAN - (3, Ll - JIN L E SS3 C,) THE R W I S E Si P I -EE :.E • I E C_. 7 E F C H NIC. L R E P 0 R T C: A T C A V CONCRETE SHALL BE A MINIMUM H KNK V 411-TH NO. 4 BARS, 18" 0 F. W, W A KU (" NATE) A -XL rK NOT TRO SCALE Sf- A NOT TO N -.",%LE 1.01 RESERVED1 1 PARKING Ld� - UNIVERSAL HANDICAPPED SIGN "—TRIS SIGN TYf:11CAL AT EACH HANDICAPPED PARKING SPACE THIS SIGN AT -VAN SPACES ONLY 1-3/4x1 -3/4 STEEL EEL POST PRIME AND PAINT BLACK "NTH POLYURETHANE ACRYLIC _6" YELLOW STRIPE -06," DIA. CONCRETE FILLEDGUAR[), POST PAINTED TO MATCH BUILDING CONCRETE FOOTING PER STRUCT URAL ENG. PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGH 'AY ADMINISTRAT ION'S MANUAL"UNIFORM TRAFFIC CONTROL DEVIr"E"! L(_j'CALCODES, AND AS SPEC!FIED, A 11 A pt qS' L E f5i' I UIN' WITH BOL RD I/ �r LA NOT TO SCALE PAINT LUE BACKGROUND NOT TO SCALE sterling Design Associates, 11c CIVIL ENGINEERS LANDSCAPE ARCHITrEC TIS -2, , -,09'y'v`uIc- n Blv'�4-500 /0 �, �0 d. Littleton. (-0 8C! 24) ' 3C) - _794,47-1-7 P�l 3 • ,Steri h vvvw. ng[Design'sssodates,com PR�::PAREID UNDER THE DIRECT SUPERVISION OF A-1 I � 1- 1 1- 1 �_ j JOSFPH�G_ SCHIEL P.E. r_ -0 L 0, R j IMEX) REGj1,STRAJ ICIN 48332 FOR, & ON BEHALF OF STERLING DESIGN ASSOCIAT E. , L L C 4 PRELIM11NI'ArR%y NOT FOR %C#ONSTRUCT ION L ING- C, fps" ASSOCIAT�S. 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CREWS JAACKEY SL3,0 Uj > lu W 3: 1 1 VF lu rI j c), 2II f - 1- RR-/ ------------ . . ........... - ------- vq NUOR, -1 - H AN OFFICIAL DEVELOPMENT PLAN IN THE Cl I Y OF WHEAT RIDGE, COLORADO S 1 11 i —UATED IN THE SE 1 /41 NW 1 /4, SECTION 29., T 3 So., R 69 W. OF THE 6TH P.M. 'ITY OF WHEAT I— RIDGE, COUNTY OF JEFFERSON, STATE Of— COLORADO LANDSCAPE DATA__ 01 98 SF TOTAL '1L 0 T. AREA 4-16 DESCRIPTION RIHQUIRED PROPOSED) OPEN SPACE/LANDSCAPING LIVING LANDSCAPING M !N OF GROSS IL -0-1 AREA 1,2-1,680 S.F. MIN 44 % 1 5 -11 S F, S.F. MAX. S.1 - TURF 30% MLA�X,: OF TOTAL LS AREA/ 3,353-6.) . r, SEC26-602.D.3.a LANDSCAPE WITHIN BLDG STI3K ABUTTING PUBLIC RIGHT-OF-WAY DESCRIPTION LENGTH REQUIRED PROPOSED YOUNGFIELD STREET 330' IfREE PER 35 LF 1 10 TREES 5 TREES* SEC26-602.D.3.b ONSITE LANDSCAM DESCRIPTION REQUIRED PROPOSED -4 TREES 1 TREE PER 1,000$F REQ, LS AREA / 3 TREES TREES jj' 42 SHRUBS SHRUBS : I I OF 7 T EXPE CTED LARGE MATURE SIZE HE PROPOSED I REES, AND -10 S. u - DUE TO SIGHT VISIBILITY REE,'3TRIC III i- t� PROXIMITY TO PROPOSED LIGHT P("jLrt-:S, STREET TREE QUAD TIT'S REDUCED TO 5 TREES. H 4- RR RR -\11`," 3- HS 'AM 6- AM 2- MR x L -I- j r �IST. I'N c -2- RH TURF �48- RG 2- MT P§Co EASEMENT] G 21- AM (REC. NO. 90037291) YOUNGfIELD STREET 2- QM PROPOSED CRANI TI= I-OlUILDERS. REFER TO PLANT LIST FOR SIZES PROPOSED RIVER ROCK MULCH COVER PROPOSED COBBLE MULCH COVER PROPOSED RTF FESCUE SOD - IRRIGATED f ing Destgn Assodates, 11c C 1 IVIL EN%G21Nvr_E_-R`j e LANIC)SC-APE ARICIHITECTS 300 2009 VV. Limeton Blvd. 9 Uttleton, CO 80 1 2C ph w-^,, W. S t er 1 i r,e�s.com gDesign.A.s100:Rt_ PREEPPARED UNID ER 'HE DI R E C 7" S! 3 PF RVISION OF RP-�ISTPAT 1 ION 483'31z FC. -) C I 3R< & 11,-1,N BEHALF ,-)F 'S.-FEERLING DESIGN ASSC -IA7F-,C,, I I C-, PRFLIMIRI\A'ARY ION NOT FOR CONSTRUCT S T E N kG! D) E` 1k 33 IN A S'S30 C 1: A 8 8 & R E- V 3) t0N8 cr RY JG�s DIES, F, 1 7� T 5 E "J'5 0 18 MULTI -TENANT RETAIL -4 3RD -SDP SI-WO'l NOT A PART rj A TE P, y 07113112018 5 -ALE 111, = 20' 9 v n 9V 7 A -T- in, LANDSCAPE DATA__ 01 98 SF TOTAL '1L 0 T. AREA 4-16 DESCRIPTION RIHQUIRED PROPOSED) OPEN SPACE/LANDSCAPING LIVING LANDSCAPING M !N OF GROSS IL -0-1 AREA 1,2-1,680 S.F. MIN 44 % 1 5 -11 S F, S.F. MAX. S.1 - TURF 30% MLA�X,: OF TOTAL LS AREA/ 3,353-6.) . r, SEC26-602.D.3.a LANDSCAPE WITHIN BLDG STI3K ABUTTING PUBLIC RIGHT-OF-WAY DESCRIPTION LENGTH REQUIRED PROPOSED YOUNGFIELD STREET 330' IfREE PER 35 LF 1 10 TREES 5 TREES* SEC26-602.D.3.b ONSITE LANDSCAM DESCRIPTION REQUIRED PROPOSED -4 TREES 1 TREE PER 1,000$F REQ, LS AREA / 3 TREES TREES jj' 42 SHRUBS SHRUBS : I I OF 7 T EXPE CTED LARGE MATURE SIZE HE PROPOSED I REES, AND -10 S. u - DUE TO SIGHT VISIBILITY REE,'3TRIC III i- t� PROXIMITY TO PROPOSED LIGHT P("jLrt-:S, STREET TREE QUAD TIT'S REDUCED TO 5 TREES. H 4- RR RR -\11`," 3- HS 'AM 6- AM 2- MR x L -I- j r �IST. I'N c -2- RH TURF �48- RG 2- MT P§Co EASEMENT] G 21- AM (REC. NO. 90037291) YOUNGfIELD STREET 2- QM PROPOSED CRANI TI= I-OlUILDERS. REFER TO PLANT LIST FOR SIZES PROPOSED RIVER ROCK MULCH COVER PROPOSED COBBLE MULCH COVER PROPOSED RTF FESCUE SOD - IRRIGATED f ing Destgn Assodates, 11c C 1 IVIL EN%G21Nvr_E_-R`j e LANIC)SC-APE ARICIHITECTS 300 2009 VV. Limeton Blvd. 9 Uttleton, CO 80 1 2C ph w-^,, W. S t er 1 i r,e�s.com gDesign.A.s100:Rt_ PREEPPARED UNID ER 'HE DI R E C 7" S! 3 PF RVISION OF RP-�ISTPAT 1 ION 483'31z FC. -) C I 3R< & 11,-1,N BEHALF ,-)F 'S.-FEERLING DESIGN ASSC -IA7F-,C,, I I C-, PRFLIMIRI\A'ARY ION NOT FOR CONSTRUCT S T E N kG! D) E` 1k 33 IN A S'S30 C 1: A 8 8 & R E- V 3) t0N8 Nif RY JG�s DIES, F, 1 7� T 5 E "J'5 0 18 -4 3RD -SDP SI-WO'l rj A TE P, y 07113112018 5 -ALE 111, = 20' "D- NO, n 9V Lm . ............. .... HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 REC"ENCY CENTERS 0480 R"HARD RD. SUITE 6900 GRE ENS "A100D VILLAGE, CO 8011 ll 1 t- ! L4 3 3) 390-390 ST LANDSCAPEPLAN PLANT LIST - ON SITE 21' CAL. FULL CROWN, 4 AB B&B MOCK BEARBERRY MANZANITA Arctostaphylos x coloradoensis CONTAINER 811-2411 SPR.) SPACING PER PLAN FULL FORM QTY ABBR SYMBOL COMMON/BOTANICAL NAME SIZE REMARKS 15 HP B&B SSTAKED, SPECIMEN #1 CONTAINER SPACING PER PLAN DECIDUOUS SHADE TREES 5 MT L I--- - -- ------ THUNDERCHILD CRAB Malus x7hunderchild' 2" CAL, FULL CROWN, ielcus muehlenbe,roli B&B B&B STAKED, SPECIMEN DECIDUOUS SHRUBS 01 U AL 17,1 DECIDUOUS SHRUBS ORNAMENTAL GRASSE FULL FORM 4 RR I r_ FLOWER CARPET ROSE #5 CONTAINER 11 A A S, A S K A T 0 0 N SS E R V KC-', E B F - RR Arnelanchier allnifolia 5'-6'CLUMP FULL CROWN, 1 r, f -.J GAL. CONTAINER SPACING PER PLAN B&B SPECIMEN QUALITY 10 AC SPECIMEN QUALITY LEADPIANT #5 CONTAINER SPACING PER PLAN 95 HS Arnorpth_� canescens BLUE AVENA GRASS #1 CONTAINER SPACING PER PLAN ;G_3 E FOUR WING SAL TPUSH Atriplex canescens'� S LE ir- D 1- E_ S S -fit- N T U C K Y C� (1-J, F F E E T R E E 2" CAL. FULL CROVV\I, FULL FORM 104 MR HT) Helictotrichon sempev: re n 5- LESTABLISHED)i FULL FORM BLUE MIST SPIREA #5 CONTAINER kzjymnocladus dioicus 11E-spressoI B&B STAKED, Caryopteris x clandonensis'Blue Mist' {1 8"-24" HT.) FULL FORM C N SPECIMEN QUALITY 25 CK -_KARL , FOERSTER FEATHER RLEED 'Karl #1 CONTAINER SPACING PER PLAN FULL FORM CP r F PYGMY PEASHRUB I #5 CONTAINER SPACING PER PLAN I- Calarnagrostis acutiflora Foerster (ESTABLISHED) FULL FORM G IS- + SKYLINE HONEYLOCU�qT 2" CAL. FULL CROWN, Perovskia atripficicifolia (1 8"-24" HT) FULL FORM 17 RA ALPINE CURRANT Gleditsia finacanto -s I. inen'llis -Skyline B&B S TAKED, SPECIMEN PERENNIALS Ribes alpinUrn (18"-24" HT.) FULL FORM QUALITY 36 AM #5 CONTAINER 11 1- 1i MOONSHINE: YARROW Achillea 'Moonshine' #1 CONTAINER PIA: SPACING PER L/ -\N -C� 13 (20"-3011 HT) TEXAS RED OAK " 2CAL� FULL CROWN, GREEN MOUND ALPINE CURRANT #55 CONTAINER SPACING PER PLAN IF U L L FORM i 1 1)" -18" HT) FULL FORM Quercus buckleyi B&B STAKED, SPECIMEN 15 AS BASKET -OF -GOLD ALYSSUM #1 CONTAINER SPACING PER Pit FULL FORM 388 RR /1771\ '.0 FLOWER CARPE -11- RED ROSE QUALITY SPACING PER PLAN A _ 1�k_4uljnia saxatilisFULL HT.) -AN FORM 8 U _P 0 PATRIOT FILM Ulmus 'Patriot' 2" CAL, B&B FULL CROWN, 25 HL 0_ __ _ 11TTLE BUSINESS DAYv I, li I L_ L_ I #1 CONTAINER SPACING PER PLAN ST AK ED, SPECIMEN HPrnPrn_-,qIIi,,z If imp Business; QUALITY ORNAMENTAL TREES —WESTERN HACKBERR\( 21' CAL. FULL CROWN, 4 AB B&B MOCK BEARBERRY MANZANITA Arctostaphylos x coloradoensis CONTAINER 811-2411 SPR.) SPACING PER PLAN FULL FORM THORNLESS COCKSPUR HAWTHORN 3-5 TRUNKS Crataegus crus-gaill inerry-il s Crusader FULL CROV\N, S EEDLESQ KENTUCKY COFFE�E_TREE 2 CA L, 15 HP B&B SSTAKED, SPECIMEN #1 CONTAINER SPACING PER PLAN QUALITY 5 MT L I--- - -- ------ THUNDERCHILD CRAB Malus x7hunderchild' 2" CAL, FULL CROWN, ielcus muehlenbe,roli B&B B&B STAKED, SPECIMEN DECIDUOUS SHRUBS 01 U AL 17,1 DECIDUOUS SHRUBS QUALITY (18"-24" SPR.) FULL FORM 4 RR I r_ FLOWER CARPET ROSE #5 CONTAINER 11 A A S, A S K A T 0 0 N SS E R V KC-', E B F - RR Arnelanchier allnifolia 5'-6'CLUMP FULL CROWN, 1 r, f -.J GAL. CONTAINER SPACING PER PLAN B&B SPECIMEN QUALITY 10 AC SPECIMEN QUALITY LEADPIANT #5 CONTAINER SPACING PER PLAN Arnorpth_� canescens (18"-24" HT.) FULL FORM 5 AT SPACING PER PLAN FOUR WING SAL TPUSH Atriplex canescens'� #13 CONTAINER 118(1-24" SPACING PER PLAN {181#-24" SPR) FULL FORM 104 MR HT) FULL FORM 0 CB SPACING PER PLAN BLUE MIST SPIREA #5 CONTAINER SPACING PER PLAN i8" HT.) FULL FORM Caryopteris x clandonensis'Blue Mist' {1 8"-24" HT.) FULL FORM C N RABBITBRUSH #5 CONTAINER SPACING PER PLAN (_-'hrvsofharnnus nauseosus QO"-30" HT.) FULL FORM CP r F PYGMY PEASHRUB I #5 CONTAINER SPACING PER PLAN gana F I a ar pygmaea (1 2"-1 8" HT.) F U LL FOR M 21 PA RUSSIAN SAGE #5 CONTAINER SPACING PER PLAN Perovskia atripficicifolia (1 8"-24" HT) FULL FORM 17 RA ALPINE CURRANT #5 CONTAINER SPACING PER PLAN Ribes alpinUrn (18"-24" HT.) FULL FORM 12 RF FRAGRANT Tj SUMAC #5 CONTAINER SPACING PER PLAN M i Rhus arorriatica (20"-3011 HT) FULL FORM 27 RG GREEN MOUND ALPINE CURRANT #55 CONTAINER SPACING PER PLAN Ribes alpinum'Green Mound' i 1 1)" -18" HT) FULL FORM 18 RH j DWARF FRAGRANT SUMAC, #5 CONTAINER SPACING PER PLAN ,�`) Rhus aromatica"Gro-low' (12"-18" HT.) FULL FORM 388 RR /1771\ '.0 FLOWER CARPE -11- RED ROSE #115 CONTAINER SPACING PER PLAN Rosa Flower Carpet Red11211-18" HT.) FULL FORM EVERGREEN SHRUBS 8 PR PENSTEMON #1 CONTAINER SPA ;IMG PER PLAN Denstemon rostriflorus FULL FORM BOULDERS-.JVT-63I " X � 2' X 3' V-6" X 2; Q 21, O GRANITE GRANITE GRANITE 7 BC)' ILUEM BOULDER BOULDER QT QTY: 5 QTY: Y: '17 MULCH; 9,164 SIF 1111.5"? DIA.ROGIKMULCH WITH DOUBLE SHREDDED BARK MULCH RINGS. S E E I A` . INIDD, S A P E N 0 T E S. 1,4 SF 3"-6DIACOBBLE- 'MULCH WITH DOUBLE SHREDDED BARK '79 " MULCH RING'�'. %qFF ILANDSCAPE NOTES. NOTE: I"I BOULDER SIZE CAN VAR IV BY 6" IN ANY DIRECTION BURY 1.14 OF 130I.JILDER INTO FINISH GRADE 41 ALL MULk-.'H 0 -MINIMUM 3" LDEPT11,11. ROCK MU CI. I AREAS SH 4 LL BES.a COVERa), "VA14; SPECIFIED RocK 1rI,ULCH OVER 'WEED BARRIER FABRIC. 3) BOULDER C(_)'66LE AND RIVER ROCK COLOR TO BE MEDIUM TONED COLORMIX GRA`." A OF BROWN'. TAH, [-_" I Ni<, k-51 A N D SHADES- OF CREAM AND WHITE. SOD I-144 S.F. R i � FESCUE SOD - IRRIGATED RTF NOTES: 1, THE CONTRACTOR f HALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITY CALCULATIONS, TC; INCLUDE PLANT NT MATERIALS ASD GROUND COVERS. PLAN 2. IN THE EVENT OF A 0,113CREP ANCY BETWEEN THE Pt_nN AN ED' THE LAND SCAPE LIE'G;EN LE), Az THE PLAN SHALL Ttt -KE PRECEDENCE AND NOTIFY THE LANDSCAPE ARCHITECT OF THESE_ DISCREPANt 1E:c ' 3. ALL LIVING LAN DSCI /",Pl NG- SHALL BE SERVED BY AN A JTOMA T IC, ZONED IRRIGATION SY STEM - PLANT LIST - RIGHT -OF -V, VAY QTY ABBR SYMBOL COMMON/BOTANICAL NAME SIZE REMARKS DECIDUOUS SHADE TREI S 2 CO E —WESTERN HACKBERR\( 21' CAL. FULL CROWN, 4 AB B&B MOCK BEARBERRY MANZANITA Arctostaphylos x coloradoensis CONTAINER 811-2411 SPR.) SPACING PER PLAN FULL FORM QUAI 17Y C L Mock Bea riberny S EEDLESQ KENTUCKY COFFE�E_TREE 2 CA L, 15 HP \j/ RED FALSE YUCCA #1 CONTAINER SPACING PER PLAN Hesperaloe parvifloi-a U A L 1 TY FULL FORM C-, H 1 N K -A P 1 N ()AK -,;A L, F U L I C R OWN, ielcus muehlenbe,roli B&B .. AKED, SPECIMEN Sl GREEN CARPET JUNIPER '1015 CONTAINER SPACING PER PLAN 01 U AL 17,1 DECIDUOUS SHRUBS Junipel-us co mnmunis 'Green Carpef (18"-24" SPR.) FULL FORM 4 RR I r_ FLOWER CARPET ROSE #5 CONTAINER SPACING PER PLAN 3 JS (12"-18" HT.) WICHITA BLUE JUNIPER juniperus 1 r, f -.J GAL. CONTAINER SPACING PER PLAN SCOrAllorurn'WiChita Blue if , _6'1-17) SPECIMEN QUALITY IV,/ 07— �. I WI L -ON CARPET JUNIPEEiR #5 CONTAINER SPACING PER PLAN Jun ilperis.,'iorizontalis'VVilfLon*liiI {181#-24" SPR) FULL FORM 104 MR CREEPING OREGON GRAPE HOLLY #1 CONTAINER SPACING PER PLAN Mal onia repens i8" HT.) FULL FORM 8 PR PENSTEMON #1 CONTAINER SPA ;IMG PER PLAN Denstemon rostriflorus FULL FORM BOULDERS-.JVT-63I " X � 2' X 3' V-6" X 2; Q 21, O GRANITE GRANITE GRANITE 7 BC)' ILUEM BOULDER BOULDER QT QTY: 5 QTY: Y: '17 MULCH; 9,164 SIF 1111.5"? DIA.ROGIKMULCH WITH DOUBLE SHREDDED BARK MULCH RINGS. S E E I A` . INIDD, S A P E N 0 T E S. 1,4 SF 3"-6DIACOBBLE- 'MULCH WITH DOUBLE SHREDDED BARK '79 " MULCH RING'�'. %qFF ILANDSCAPE NOTES. NOTE: I"I BOULDER SIZE CAN VAR IV BY 6" IN ANY DIRECTION BURY 1.14 OF 130I.JILDER INTO FINISH GRADE 41 ALL MULk-.'H 0 -MINIMUM 3" LDEPT11,11. ROCK MU CI. I AREAS SH 4 LL BES.a COVERa), "VA14; SPECIFIED RocK 1rI,ULCH OVER 'WEED BARRIER FABRIC. 3) BOULDER C(_)'66LE AND RIVER ROCK COLOR TO BE MEDIUM TONED COLORMIX GRA`." A OF BROWN'. TAH, [-_" I Ni<, k-51 A N D SHADES- OF CREAM AND WHITE. SOD I-144 S.F. R i � FESCUE SOD - IRRIGATED RTF NOTES: 1, THE CONTRACTOR f HALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITY CALCULATIONS, TC; INCLUDE PLANT NT MATERIALS ASD GROUND COVERS. PLAN 2. IN THE EVENT OF A 0,113CREP ANCY BETWEEN THE Pt_nN AN ED' THE LAND SCAPE LIE'G;EN LE), Az THE PLAN SHALL Ttt -KE PRECEDENCE AND NOTIFY THE LANDSCAPE ARCHITECT OF THESE_ DISCREPANt 1E:c ' 3. ALL LIVING LAN DSCI /",Pl NG- SHALL BE SERVED BY AN A JTOMA T IC, ZONED IRRIGATION SY STEM - PLANT LIST - RIGHT -OF -V, VAY QTY ABBR SYMBOL COMMON/BOTANICAL NAME SIZE REMARKS DECIDUOUS SHADE TREI S 2 CO E —WESTERN HACKBERR\( 21' CAL. FULL CROWN, (�eltjs occidentalis B&B STAVED SPECIM I JI"'; -, M _. -01 1. - EN QUAI 17Y C L 1 GE A S EEDLESQ KENTUCKY COFFE�E_TREE 2 CA L, FULL CROWN, G ,;�-yrnnoclad'J'us dioicus 'Es,r)resso' B&B STAKED, SPECIMEN U A L 1 TY QF C-, H 1 N K -A P 1 N ()AK -,;A L, F U L I C R OWN, ielcus muehlenbe,roli B&B .. AKED, SPECIMEN Sl 01 U AL 17,1 DECIDUOUS SHRUBS 4 RR I r_ FLOWER CARPET ROSE #5 CONTAINER SPACING PER PLAN Rosa Pjowpr Carpet Red (12"-18" HT.) IFULL FORM EVERGREEN SHRUBS 4 JG GREEN CARPE JUNIPER #5 CONTAINER SPACING PER PLAN Alnl!PeWS %communis'Green Carpet' (18%24-f SPR,) FULL FORM PERENNIALS 8 AM 1`010ONSHINE YARROVV #1 CONTAINER SPACING PER PLAN chillea'Moonshine' FULL FORM `-OD 2,451 S.F. RTF FESCUE "-)OD - IRRIGA"IEn BOULDERS / MULCH BOULDERS-, 9) 2'X 31 RA " G1-41TE P-Uff L", f,\ E R TV MULCH- 1,139 SF_ 1.5" DIA. R(OCK MULCH WITH DOUBLE SHREDDED BARK MULCH RINGS, SEE LAU,DSCAPE No_�TILE& -- A - NOTEr 1) BOULDER SIZE ,,�-IN VARY BY 6" IN ANY DIRECTION BUR Y, 1/4 OF Bt')(" DER iNTr,)FINl1z;H GRADE 2A ALL MULCH MltLijM`,'j I" 1-,PPTH. ROCK MU! CH AREAS SHALL BE COVEREE-C-1 'v; -v",1 IS 0 1,01 11 CHI OVER WEED BARRIER FABRIC. SPECIFIED ROCK" � I_JL_ I I 3\ BOULDER, DER, CORBI E AND RIVER ROCK COLOR TO BE MEDIUM TONED COLOR MIX U L I- � 1,_Jj -, - - 1_1 I I OF BROWN, 1 -AN, PINK, GRAY AND SHADES OF'C"REAM AND A,/`HIT` LI ANDSCAPE NOTES 001"� D !NATION IHIS I.ANDSCAPE ARCHITECTURAL SITE PLAN IS TO BE USED IN CONJUNCTION WITH THE CIVIL, ARCHITECTURAL, INFO ELECTRICAL, STRUCTURAL AND IRRIGATION PLANS AND SPECIFICATIONS TO FORM COMPLE-11-E !NFOf,�MATION REGARDING THIS SITE. �1/ 2. 'COMPLIANCE FRUCTION SHALL CONFORM TO ALL APPLICABLE STAT E AND LOCAL CODES. AN TEE G;UAR AL-VIATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ON—_"AR, FROM DATE OF FINAL ACCEPTANCE, A7 NO A z-1 r d� L) U 10 N AL COST TO T; E OVIM E R 4, COMPI-ETION AND MAINTENANCE A. ACCEPTANCE.- WITHIN TEN DAYS OF CONTRACTOR'S NOTICE THATTHE ENTIRE PROJECT IS COMPLETE, THE -A SHALL REVIEW INSTALLATION. IF FINAL ACCEPTANCE IS NOT GIVEN, THE L.A. SHALL PREPARE A PUNCH LIST OF PE -LADING ITEMS. THE PUNCH LIST ITEMS SHALL BE COMPLE1rED By TIME CONTRACTOR WITHIN TEN CALENDAR DAYS FROM DATE ISSUED. SUBSEQUENT REVIEWAND APPROVAL SHALL SIGNIFY ACCEPTANCE. MAINTENANCE-, ALL LANDSCAPING SHALL BE MAINTAINED FROM !INSTALLATION TO FINAL ACCEPTANCE. MAINTENANCE SHALL INCLUDE WATERING, FERTILIZING, WEEDING, MOV\/ING, TRIMMING, ROLLING, REGRADINI-J., REPLANTING, DISEASE AND INSECT PROTECTION. 5SITE CONDITIONS LANILC-)1CAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE "WORK IS TO BE PERFORMED AND NOT k-.; I IFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED UN IL C-ACD)NDITIONS ARE CORRECTED, LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISHED GRADES AND POSITIVE DRAINAGEIN' LANDSCAPE AREAS. 6 DAP0111111A(_-_.E AND CLEANING ""'N TRACTOR SHALL REPAIR OR REPLACE ALI- ITEMS DAMAGED DUE TO THIS WORK AT NO ADDITIONAL COST TO THE 0,vvN E R. B CONTRACTOR SHALL CLEAN ALL AREAS DUE TO THIS 'WORK Al"I'D PROPERLY REMOVE ALL UNUSED' ATERIALS FROM 7 R'(23PIT OF REJECTION _�WNEF-\'f't-ANLr'll.ci'-"AP-L ARCHITECT RESERVES THE RIGHT TO REj'L:-:(%--T AN -IV MATERIALS AT ANY TIME, ALL PLANT ,MATE[,,'ALS SHALL MEET THE MINIMUM CURRENT "AMEERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN A SSOC IATION OF NURSERYMEN. CONTRACTOR SHALL PROVIDE SAMPLES, SPECS., AND OR TAGS FOR ALL MATERIALS, R SO -I REPARATION SOD AND SHRUB BED AREAS SHALL RECEIVE SIX INCHES OF APPROVED TOPSOIL. AMEND SOIL WITH FOUR CUBIC PER THOUSAND SQUARE FEET OF ORGANIC COMPOST . COMPOST TO HAVE A C -N RATIO BETWEEN 15:1 AND 30-1, HAIN41 6 mrnhos/cm SALT CONTENT, A pH BETWEEN 6.5 AND 8.5, AND OVER 30% ORGANIC MATTER. APPLY 5 LBS. OF '-ITOTILL AMENDMENTS AND TOPSOIL -11 0 A DEPTH OF SIX 2341,0 -f-1 GRANULAR FERTILIZER PER THOUSAND SQ. FEET, ROTO IINCHE,i'--, VERIFY SOIL PREP SPECIFICATIONS WITH' WATER PROVIDER STANDARDS. PROVIDE EVIDENCE OF APPLICATION AS REQUIRED. RAI -SEL' PLANTERS SHALL BE FILLEDT1*0'36" DEPTH WITH A BLENDED SOIL ICIONTAINING330/c PREMIUM COMPOST AND -_j I U 6q�'S(`REENED TOPSOIL, PI ANT ING TREES AND SHRUBS SHALL BE PLANTED PER DETAILS. STAKE AND GUY TREES PER DETAILS. TREE AND SHRUB BED �A I 10C IONS SHALL BE APPROVED PRIOR TO PLANTING. BA1'__'1'KFILL "AIT H 1/3 SOIL AMENDMENT AND 213 SITE SOIL, HR(,)UGHLY MIXED. FERTILIZE AS RECOM MENDED WITH AGRI FORMTAB ETS. U lNSTAI1L ROLL-TOP RYERSON STEEL EDGING (14 GAUGE IGE WIT H GREEN FINI!`SH) OR EQUAL, INSTALL WITH STAKES AND PLIC' RS, PER MANUFACTURER'S RECO MMEN DATI ON S. INSTALL BE 71-01EM F- N ALL SOD OR SEEDED AREAS AND MULC HED ARE: A'S, mui ALL SHR' _1B AND PERENNIAL BEDS SHALL BE MULCHED WITH A MINIMUM 3'I-4" THICK LAYER OF MUL;r.O'H AS SPECIFIED IN - I THE i EG -END (EITHER SHREDDED CEDAR BARK MULCH, 3"-6" COBBLE, OR 1 1,1211 ROUNDEr", RIVER Rock-,). AFTER A[ --L PLANTING IS COMPLETE, THE CONTRACTOR SHALL INS r ALL INSTALL A 4" THICK RING OF DOUBLE SHREDDED CEDAR HARK MULCH AROUND ALL PLANT MATERIAL IN ROCK MULCH BEDS WHERE LAN DSCAPING IS SHOWN ON THE DA 1 L,",NSS,_ VVICIOD MULCH RING SIZE SHALL BE THE SIZE OF THE OF SHRUB, PERENNIAL, AND ORNAMENTAL GRASS'S CON TAII NERIROOTBALL, TREE I " INSTALLATION/RING SHA" I REFERENCE 'INDUSTRY STANDARDS SET FORTH IN THE CON T; L\ I I A I I Rte' HANDBOOK PUBLISHED BY THE STA*Y[-E'S LANDSCAPE CONTRACTORS ASSOCIATION. INSTALL WEED BARRIER FABRIC UNDER ALL ROCK MULCH' SHRUB BEDS) SPECIFIED ON THE PLANS ONLY. NO LANDSCAPE A Q I-A-RI"C, k"HALL BE USED IN MOOD MULCH AREAS. 112. S 0 D L.;1 N G11 SOD SHALL BE "RTF" FESCUE BY GREEN VALLEY URF (GVT) (303-798-6764). SOI= PREP.. INSTALL AND WATER TO GVTGUIDELINES, ifs` INT• ,_ -NANCE THE PROIPERTY OWNER OF RECORD, THE OWNER'S AGENT OR TENANT SHALL KEEP ALL LANDSCAPING IN AWELL MAINTAINED AND HEALTHY GROWING CONDITION, 14. '1 R RIG' IQ�,A VION REFER 1-0 SHEET 1_201 FOR PROPOSED IRRIGATION AROUND THE HACIENDA BUILDING AS DEFINED ON THE SCOPE OF WORK LIMITS SHEET. OUTSIDE OF THE SCOPE OF =.` LIMITS, J'Alk DESIGN BUILD, A11TOMT'11C IRRIGATION SYSTEM, U I�A I 11_7A MEETING LOCAL REQUIREMENTS, SHALL BE DESIGNED AND INSTALLED PROVIDING ADEQUATE IRRIGATION COVERAGE TOO PR('_`PCSED LANDSCAPE AREAS. - ALL SHRUB AREAS SHALL USE DRIP -'IRRIGATION, 1RrR I GAT IU1`N" FD` ESIG "No / B" U I L UP`- N" 0 T E S i=w r,pi'�CTOR SHALL COORDINATE WITH THE SHOPPING CENTER OWNER AND MAINTENANCE GROUP THE LOCATIONS - I- ;-,_ A! OF I HE EXISTING IRRIGAT !ON POINT 'OF CONNECTION, MAIN" INES, ILA TERrAL It-INES, WIRING, AND HEADS IN THE FIELD. 11]ON1rRA,CT?___,'R SHALL ISOLATE THE SYSTEM WITHIN THE REDEVELOPMENT I AREA FROM HE SHOPPING CENTER SYSTEM. CUT, n , tCAF"TA EXTEND, AND RECONNECT ALL SHOPPING CENTER IRRIGATION' AINLINE, LATERAL LINES, AND WIRING AS NIECES` ARY. IMMEDIATELY REPAIR AND/OR REPLACE1 ANY EXISTING IRRIGATION DAMAG'ED DURING CONSTRUCTION, IRRIGATIONADJUST EXIS TING IRRIGATION AS NECESSARY TO MAINTAIN PROPER COVERAGEOF IRRIGATION TO REMAIN. 2. C."ONTRAC-TOR SHALL COORDINATE WITH THE SHOPPING CENTER OWNER AND MAINTENANCE GROUP FOR THE CONNECTION OF NEW ZONES AND LOCATION OF NEW CONTROLIER. IN -, L 'REAS SHALL HAVE HEAD TO HEAD COVERAGE WITH APPROPRIATE DRIP IRRIGATION TO ALL SHRUBS AND E- R EE N N I A L. S AREAS. A A A `CDNTRAC'TOR SHALL BE RESPONSIBLE FOR M /_\INTMINING EXISTING SHOPPINGCENTERIRRIGATION IN PROPER F_UNr,1-I(`PNING ORDER DURING CONSTRUCTION. ONCE CONSTRUCTION IS COMPLETE. THE CONTRACTOR SHALL ENSURE T HE SHOPPING CENTER SYSTEM IS WORKING TO THE SAT ISFAC FION OF THE SHOPPING CENTER OWNERIMAINTENANCE GRvi P. 5- CONTRA CTOR SHALL RUN ENTIRE SYSTEM FOR OWNER OPERATIONS REPRESENTATIVE FOR FINAL APPROVAL AND ACCEPTANCE LL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FROM DATE ACI(IIEPTANCE, -7 UP("-RADES AND/OR MODIFICATIONS SHALL MEET CUR RENTIRRIGATION INDUSTRY STANDARDSEFOR THE Cl TY OF i .001H Al, T .)I � PIDGE AND STATE OF COLORADO. ..01111L �terling Design Associates, 11c CIVIL ENGINEERS - LANDSCAPE ARCHITECTS Jvv, vy Littleton. CI -D 80120 303,794.4 -M -'-ph F_ - R E ID A R 1E D I -A 0) E IR T. H E D 1 R _�:;C T U P F R V I S I ON 0 F jQSf_:FH G SCHIEL P.E. OLIORADO G' It i -RA-rION48332 CR�S I FOR & ON BEHALF OF STERIL-11NI7 DJE&GN ASSOCIIAT ES, LL� E I M HNIA R Y NOT FOR CONSTRUCTION STC:CIj 1NIG DESIGN :tet SSO'CIA-IFS, I J� PY IGS 1;U' M 77, IL C LIAT'-: SCALF, 071113/2018 �JFAV,,,�Ni BY MEH HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 REGENC'Y CENTERS 8480 ORARD RD. SUITE 6900 I— Gri-NEENWOOD, VILLAGrE, CO 80111 TEL (.31,01311) 300-1;-qoo PLANT LIST & NOTES 7 OF 10 (L1 0;24) 1L or\ I vx� U! # o 2 x ROOTBALL DIA, DO NOT CUT S, INIG LE: I EADE1: R, PRUNE DAMAGED kl.l I 1 -4 -,_;j L_ L LJ OR DEAD VVO( 'AD AND CO -DOMINANT LEADERS A R(`�;Ljf I _Jr LE(" TS D I C T, 0 N 1 0, AT LA DSC ,, NLY. ,2" NYLON T R tr- " E__ STRAP 0 N G U Y WIRE AND AR,()Nr" TREE TRUNK. 1112" DIAM, wHI I -E PVC PIPE SEC "FION ON ENTIRE LEN,3! H OF EACH WIRE 12 GAUGE l-l-3AI,,,jANfl7EDVVIRE :, DOUBLE STRAND 1"WISTIEED. 6 STEEL MiN.'l 14° EXPOSED) WRAP ENTIRE S'URFACE OF TRUNKTOSECOND BRANCH !KITH SPECIFIED TREE WRAP MATERIAL SECURED AT JOP AND BOTTOM & AT 2 -FT, INTERVALS. Pf-'---: SPE(','S FOR TIMING, j SET ROOT COI .1 LAR 'HIGHER THAN GRADE AT WHIC-1H 7RLC, GREW. 48" CIRCLE OF BARK MULCH 4" DEEP) )F TP PES IN GRASS AREAS, AROUND BASE FORM SAUCED AROU-40 EDGE OF TREE PIT FINISH GRADE A r- A _rOP A REMOVE ALL 7 IVIN nND "V0111RE. FROM 'AND SIDES LA OF ROOTBALL. PUIL BURLAP BACK 2/3 MINIMUM. I L - L.� tN� t SLOPE SIlDESl',.jF PIT AS SHOWN. ROUGHEN SIDES PRION T 0 B A r,_', Klf -_ ILL IN 1 (3, i SPECIFIED BASY;3`_1 !i -MIXTURE ?'__ND MiN-rl' IN, 24—OUNDISTURBED STAKE TOE XTf- SOIL. U N D 1 S T U R 8 Ell-_) , S U 6 A I[) it =-- ANY BROKEN ;(,R CRUMBLING FOOTBALL WILL. BE REJECTED. REMOVING-' THE WIRE MILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. REMOVE STAR; ,!G AFTER ONE YEAR DECIDUOUS TREE PLANTING 31-01' MIN. NOT -10 SCALE f MGM., SC A LAND- /-\PE NOTES NDSCAPED AREAS AND PLANT MATERIAL R IAL SHALL BE SERVED BY A Fl)'N(-TIONIN'- AUTOMATIC IRRIGATION SYSTEM WHICH COMBINE:S DF S ;BSURFACE 'IRRIGATION WITH HIGH EFFICIENCY SPRINKLERS. I; I I I - 2, A I A VERTICDISTANCE OF 36' To 96" ABOVE THE GUTTER FLO`J\j 1-1 I i __� AI L U W I I Ut-,JOB-STRUCTED VIEW SHALL BE PROVIDED AND MAINTAINED AT ALL A vvil HIN 1 -HE SIGHT DISTANCE TR lll�NGLES, 3. W.`F OF NON -LIVING MATERIALS SNAIL NOT EXCEED 35% OF THE REQ' Ll/--,NDSCAPE AREA, i (-�ON'CRETF CIURB OR SIDEWALK PRUNE ALI., DAMIAGED OR DEAD WOOD 1MEDIATIELY PRIOR TO PLANTING. SIMET SHRI-Ilb' 1 HIGHER THE GRADE AT _TJHl,CH 1T GRE-vV. ,,.-,IT TWIlIC-1- "S VVIDE OR DIG PLANT MORE AS -11F CONTAINER. APPLY SPECIFIED MULCH 4" DEEP OVER SPE( WIFIED10JEED MAT, FENS HED kcy R A D E ALL jUNlIPF R PLANTS, SHOULD BE EDSO TOP OF ROOT MASS PLAN -T! OCCURS ,A, FINISH GRADE OF MULCH LAYER, LOOSEN 1 f E- S 1,01F P L A N 7- P T AIT ROOTBALL, R E M 0 V E C NJ J4, I N E R BACKFILL; ONE: THIRD ORGANIC MAT TER TWO THIRDS SITE SOIL THOROUGHLY MIXED. ANY BROKF N OR CRUMBLING ROOTBALL WILL BE RE lE'C,_lrED, REMOVING THE C ON T AlINER Tv'ILI NOT BEAN EXCUSE FOR DAMACiELD" ROOTBALL, C" (-:,MfTREES SHALL HAVE SPECIFIED NUMBER I 01-- T R'l INVP, 1P Pr)PhA5,- W11 I Q—_ Dr- iC:(-Tr:r) I DO N, ----'.)T CUT LEADER, PRUNE DAMAGED OR DEAD "Al OD IMMEDIATELY PRIOR TO PLANTING, WA T EIS R RING - INSTALL AT END OF PLANTING; REMCIVF PRIOR TO SODDING OR IRRIGATED E_L_JING. PL -AN -1 R(_l)OTBALlL 2" HIGHER THAN WHICH GREW GREW I I IRRIGATED AREAS) IN NON -IRRIGATED AREAS PLAN -f iF),E,-=-A-,rGRADE VVHljk'--,HITGRt-:W. A*op"Y'4" OF BARK MULCH TO THE OUTSIDE EDGE — I L-1 OF SAI 10ER UPON PLANTING L APP" 18-24" RING OF BARK MULCH 411 DEEP UPON 1COMPI E. ION OF SEEDING OR SODDING� FINISHED GRADE CUT AND REMOVE BURLAP FROM TOP AND SIDES OF ROOTBALL. REMOVE ALL WIRES AND NYLON TIE& IF TREE IS IN FIBER POT, REMOVE PRIOR TO A PLANTING. AN Y, BI OIKEN OR CRUMBLING ROOTBALL WILL BE P -E REMOVING THE WIFE WILL NOT BE AN Us -OR DAMAGED ROOTBALLS. - F SPEC14"IE11D BACKFILL MIXTURE AND FERTILIZER APIPLICA,TION, HOLE � H04 E ' 'SHOULD HAVE ROUGHENED SIDES CLUMP TREE PUNNTING DO NOT CUT OR DAMAGE LEADER RUBBER ILllOz*SE \11 /2" DIA. j OR 12" NYLON TREE STRAP ON GUY WIRE TO PROTI PCT TPEE, 1� I llk� #122 GALVANIZED WIRE -TWISTED DOUBLE STRAND, MIN. 3 GUY WIRES PER TREE. 1/2" DIA. X 36" LONG IITE PVC, PIPE ON EACH GUY WIRE. SET ROOTBAILL 3" HIGHER THAN GRADE AT `A'Hjr%�f TREE GREW, _�P I APPLY 4" OF BARK MULCH TO THE OUTSIDE EDGE OF A SAU\'.-/ER UPON PLANTING APPLY I8-24" RlNy OF BARK M,l_JLCH 4" DEEP UPON COMPLETION OF SEEDING OR SODDING. FINISHED GRADE 30" METAL "T" STAKE, DRIVE VERTICALLY iNTO UNDISTURBED SOIL, FLUSH XJV/GRADE. REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL, 'ROVE TWINE & WIRE FROM TOP AND SIDES OF ROOTBALL, UNDISTURBED SUB GRADE SPECIFIED BACKFILL MIXTURE HOLE SHOULD HAVE ROUGHENED SIDES AND FERTILIZER APPLICATION REMOVE GUYING AFTER ONE YEAR. INSTALL SPECIFIED MULCH TO DRIPLINE OF TRI`E\/VHERE PLANTED IN L L-/ A V�J L-/ N (N AREAS. DO NOT PROVIDE WATER BASIN IN IRRIGATED LAWN AREAS, EVE RGREE-N TREE PLA NTING I— NOT TO SCALE - Sterling Design Associates, lic E:MSINEERS - IL./A',NE`S?—APE `RCHITE--/-T 2 0 -0 9 '04 Lil t t I e t c� 1 B 1 v ud 30 0, Littleton. CO 801 l0 794,4727 ph Room F PREPARED THE ni t: D 10 �UI _. _ i SEPH (G. 1-1HIPL1 PP OR & Of",, BEIHIALF OF STERLING EDESIGN AS SOCIA LLC A PRELIMINJARY �i NOT FOR CONSTRUCTION TERI ING ric�Sl�fj ASSJCIIATIES. LLC h(' DA 7 '4 -2 4AN SLAH-RM, I 4J� '05,;l 1!2018 R),' JGS ZN� -SC L1 L. SDrSUBMIT _GS 7 MANAGE=. D R A'Al N G 11L MEH HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 mar -ft A R E G E MCI` Y CENTERS 8480 ORCHARD RD. 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DATE: 6,113/2018 DESCRIPTION: 3RD SDP SUBMiTIAL ---------- N 0,: 4 DATE:: 7113/2018 DESCRIPTION: 4TH SDP SUBMITTAL No.: -5 [)A-tr-.- DESCRIPTION, - Nom,: 6 DATE: - DESCRIPTION: - u 'ATL L. 07113/2018 ROJECT MANAGER PR ................ DIRAWNIBY, PROJECT NO.: DRAWING FILE: BY: jGS BY: JGS SY� JGS BY: jas . . . ........ BY: BY: PROJECT., HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE. CO 80033 CLIENT REGEN"'Y (.O'ENTERS 8480 ORCHARD RD. 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SHEET NUMBER' 10 U40*61 r 100", City of Wheat -Midge PUBLIC WORKS Memorandum TO: Scott Cutler, Planning Technician FROM: Dave Brossman, Development Review Engineer DATE: July 13, 2018 SUBJECT: WZ-18-10 / Hacienda, 3298 and 3244 Youngfield Street — Review 4 I have completed my 4' review for an amendment to a Specific Development Plan to construct a new restaurant building at the Applewood Village Shopping Center located at 3298 and 3244 Youngfield Street received on July 13, 2018. This letter is to inform you that all civil engineering documents for this development have been reviewed and are hereby approved for construction by the Department of Public Works. Please be aware of the following items regarding the construction of the project: 1. Right -of -Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. 2. Public Improvement Restoration/Debris Tracking: It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements along Youngfield Street as a direct result of related construction traffic. Also, the contractor will be responsible for maintaining all affected roadways on a regular basis such that they remain free of construction debris and tracking from construction traffic accessing the site. Drainage Certification: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer -of -Record 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 Hacienda -3244-3298 Young6eld_Review-4_Approval.ltr.docx Public Works Engineering July 13, 2018 Page 2 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 Certificate of Occupancy. Two (2) copies of the "As - Built" Plans as required by the Municipal Code of Laws are to be submitted as follows: i. One (1) signed and sealed hardcopy on 24" X 36" bond paper, AND ii. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: One (1) file in AutoCAD (2013 or older) DWG format and one (1) file in PDF format. 4. Materials Testing for any Construction within the Public Right -of -Way: It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for sub -grade compaction and other related material tests for any improvements to be constructed within the public Right -of -Way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) Hacienda -3244-3298 Youngfield_Review-4_Approval.ltr.docx Public Works Engineering July 13, 2018 Page 3 CITY OF WHEAT RIDGE MATERIALS AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and have current calibrated certifications. Soil classifications and moisture -density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector as promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. Hacienda 3244-3298 Youngfield_Review-4_Approval.ltr.docx Public Works Engineering July 13, 2018 Page 4 Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 500 feet of roadway, Surveys for roadway and trench AASHTO M145 Sidewalk or pipe trench may be combined Moisture -Density Curve, 1 per on-site soil type AASHTO method determined AASHTO T99 1 per import material source By soil or materials type Embankment in-place density, 1 per 250 feet per lane per 6 -inch Minimum density per soil Colorado Procedures loose lift classification, Section 203.07 Roadway subgrade in-place 1 per 250 feet per lane Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Sidewalk subgrade in-place 1 per 250 feet of sidewalk Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of trench per 18 Minimum density per soil Colorado Procedures inch vertical interval Classification, Section 203.07 Aggregate base course in-place 1 per 250 feet per lane Minimum 95% of maximum density, Colorado Procedures Density, T 180 Lime treated subgrade in place 1 per 250 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 250 feet per lane Density in accordance with contract density, Colorado Procedures documents, T134 Hot Bituminous Pavement 1 per 1000 tons Within specifications of asphalt content and gradation Approved mix design, binder PG 64-22 Hot Bituminous Pavement in 1 per 100 tons 92-96% of maximum density, T209 place density, Colo. Procedures Concrete compressive strength 1 set per 50 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing Concrete air content and slump 1 per 25 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing Hacienda -3244-3298 Youngfield_Review-4_ Approval.ltr.docx City of W heat P ge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`" Ave. July 18, 2018 Wayne Sterling Sterling Design Associates 2009 W. Littleton Blvd, Suite 300 Littleton, CO 80120 Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Re: Specific Development Plan Amendment for Applewood Village Shopping Center Mr. Sterling: This letter is in regards to the fourth submittal filed for approval of a Specific Development Plan Amendment application for property located at 3298 and 3244 Youngfield Street. As you are aware, the Planning Commission approved the Specific Development Plan on June 21, 2018. Public Works has reviewed the civil documents received on July 13, 2018 and all documents are now approved. Refer to the attached letter from Dave Brossman regarding permitting, public improvement restoration, drainage certification, and materials testing. I have also attached the stamped civil document set and the approved drainage letter. Please submit the SDP plan set on 24" x 36" mylar with the Owner's Certificate completed, along with a recording fee of $103. The mylars must be signed with permanent marker or felt tip pins; ball point pens are not sufficient. The margins for the mylars are: 2" on the left, 1" on top, and %2" on the remaining sides. The City will complete the additional signature certifications and route the documents to Jefferson County for recording. Please contact me if you have questions. Sincerely, ;5� Scott Cutler Planner I cc: KZ -18-10 case file Tom Metzger, Regency Centers s swxi.wheatridge.eo.us City of Wh6,atP,:i_dc g CITY OF WHEAT RIDGE PLANNING DIVISION STAFF REPORT TO: Planning Commission MEETING DATE: June 21, 2018 CASE MANAGER: Scott Cutler CASE NO. & NAME: WZ-18-10 / Hacienda ACTION REQUESTED: Approval of an amendment to the Specific Development Plan (SDP) for Applewood Village Shopping Center, allowing a new restaurant building. LOCATION OF REQUEST: 3244 and 3298 Youngfield Street APPLICANT (S): US Retail Partners, LLC c/o Regency Centers OWNER (S): US Retail Partners APPROXIMATE AREA: 26,798 square feet (0.615 acres) PRESENT ZONING: Planned Commercial Development (PCD) COMPREHENSIVE PLAN: Mixed -Use Commercial / Primary Commercial Corridor / Community Commercial Center ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) COMPREHENSIVE PLAN (X) ZONING ORDINANCE (X) DIGITAL PRESENTATION Location Map is t e, Planning Commission 1 Case No. WZ-18-10 /Hacienda Site JURISDICTION: All notification and posting requirements have been met; therefore, there is jurisdiction to hear this case. I. REQUEST Case No. WZ-18-10 is an application for approval of a Specific Development Plan in the Applewood Village Shopping Center Planned Commercial Development (PCD), specifically at 3244 and 3298 Youngfield Street. The purpose of the request is to permit development of a new restaurant building for Hacienda Colorado, reconfigure access on Youngfield Street, reconfigure an existing parking lot, and upgrade the streetscape on Youngfield Street. The purpose of a Specific Development Plan (SDP) is to establish a site layout, architectural standards, and building elevations, and to demonstrate feasibility through preliminary or final engineering. This SDP requires approval by Planning Commission; a City Council public hearing is not required unless the application is denied by Planning Commission or the applicant objects to conditions placed on the proposal. II. EXISTING CONDITIONS/PROPERTY HISTORY The subject property is located in Applewood Village Shopping Center on the east side of Youngfield Street, between W. 32nd Avenue and the central entrance to the shopping center. The Applewood Village Shopping Center is comprised of approximately 35 acres in western Wheat Ridge, adjacent to the I-70 Corridor. The shopping center is currently the city's largest commercial center. The building site is primarily located on the 3298 Youngfield Street parcel, which was the recently demolished Wells Fargo drive-through building. Some of the site work, including the parking lot reconfiguration and new landscaping (but not the restaurant building itself) will take place on the 3244 Youngfield Street parcel, which includes the existing Chili's restaurant and a small shopping center building with several shops (Exhibit 1, Aerial. The site is zoned Planned Commercial Development (PCD), and was approved as an Outline Development Plan in 2014 (Case No. WZ-14-08) (Exhibit 2, Zoning Map). To the north of the site is more of the Applewood Village Shopping Center, including the existing Smashburger Building. Interstate -70 is located across Youngfield Street to the west. Just to the south of the Chili's building is the Starbucks building at the corner of W. 32nd Avenue and Youngfield Street. As shown in the site photos (Exhibit 3), the site is currently vacant. III. SPECIFIC DEVELOPMENT PLAN As noted above, the proposed development affects two parcels, and the boundary of the SDP is limited to this development area (not the parcel boundaries). The area affected by the Hacienda SDP is shown as a black box in Exhibit 1. Planning Commission Case No. WZ-18-10 /Hacienda Attached is a copy of the proposed SDP amendment which contains ten sheets, including an overall site plan, a landscape plan, and renderings (Exhibit 4, SDP Document). The applicant's request letter is also included (Exhibit 6, Applicant Letter). Sheet 1 is the cover sheet of the document which includes signature blocks, a vicinity map, the legal description, and the character statement. Sheet 2 shows the overall site plan of the new development, zoomed out to show a proposed storm sewer extension to the east. The Site Data Table is also located on this sheet. Sheet 3 shows an annotated site plan of the redevelopment site. Site improvements include construction of a 9,500 square foot restaurant (7,220 square foot footprint), the reconfiguration of the parking lot to the south, entrance drive modifications, and landscaping. Access to the site is from two entrances on Youngfield Street. Two access points to the former Wells Fargo site have already been closed, so the total number of entrances in this area of the shopping center has been reduced from four to two. The northern entrance to the site will be limited to right-in/right-out only with a central island to prevent left turns. This entrance is also being narrowed from 45 feet to 35 feet, which is the City's commercial driveway maximum width. The southern entrance is being shifted one parking lot aisle south in order to increase driveway spacing, and will be a three-quarter movement. Drivers heading southbound on Youngfield Street will be able to turn left into the parking area, but drivers leaving the parking lot will only be able to turn right onto northbound Youngfield. This modification is due to safety concerns on Youngfield Street. The parking lot between the future Hacienda building and the Chili's will have some circulation changes, and landscaping islands will be added to the parking area. Parking will also be added along the shopping center's major interior drive just north of the restaurant. A sidewalk will be added along this roadway. Consistent with the City's Streetscape Design Manual, 8 -foot wide detached sidewalks will be installed along Youngfield, buffering pedestrians from Youngfield Street and providing space for landscaping. The restaurant building is located at the northwest corner of the site, on the corner of Youngfield Street and the northern access drive. The property is located within the Contemporary Overlay District of the ASDM, which requires buildings to have a 0' to 20' build -to adjacent to public streets. The closest edge of the building is located 10.8 feet from the property line. An 8 -foot sidewalk from Youngfield Street leads to the main entrance, located on the south side of the building. Sheet 4 provides details for the improvements installed on private property, including curb/gutter, bollards, curb ramps, directional signage, and bicycle racks. Sheet 5 is the photometric plan. Pedestrian and street lights will be added along Youngfield Street, and lights will be upgraded in the parking lot. Sheets 6, 7, and 8 contain the landscape plan. The plan itself is on Sheet 6 and planting schedules and details are on Sheets 7 and 8. Street trees will be added along Youngfield Street and the northern access drive. Trees and shrubs will be placed in the new landscape islands in the parking lot. Many trees, shrubs, and rock gardens will surround the building. Planning Commission Case No. WZ-18-10 /Hacienda Sheets 9 and 10 contain the elevations for each fagade. The architecture has been designed to integrate Hacienda's corporate designs with the City's requirements and with materials from some of the shopping center's newer buildings. The Architectural and Site Design Manual (ASDM) requires that the fagade of a restaurant facing the primary street (in this case Youngfield Street) is at least 60% transparent, which the proposed building exceeds. The building will have large garage -style windows on the fagades facing Youngfield Street and the northern drive. A rounded column containing the interior staircase will have punch windows which provide light to the staircase and add depth to the facade. The primary entrance will have wood doors and decorative wall tile, with large windows in some cases partially obscured by patterned wood. The primary material is painted hard stucco, with a significant amount of brick and wood -look aluminum. Color elevations are provided in Exhibit 5. IV. SPECIFIC DEVELOPMENT PLAN CRITERIA Staff has provided an analysis of the Specific Development Plan criteria outlined in Section 26-305.D. The Planning Commission shall base its recommendation in consideration of the extent to which the following criteria have been met: 1. The proposed specific development plan is consistent with the purpose of a planned development as stated in Section 26-301 of the zoning and development code. The proposed SDP is consistent with the purpose of a planned development. The proposed SDP ensures compatible development with the existing shopping center and promotes more efficient access, circulation, and design. The landscape plans, building elevations, and site plan (including parking layout, pedestrian access, and utilities) ensure a greater control over the intended development character, operations, and maintenance. Staff concludes that this criterion has been met. 2. The proposed specific development plan is consistent with the design intent or purpose of the approved outline development plan. The proposed amendment adheres to the design intent of the approved ODP. It meets the architectural requirements from the ASDM/ODP as well as the landscaping, parking, and screening requirements from the ODP. The Applewood Village Shopping Center ODP (Amendment #9) is the underlying zoning document for the shopping center. It was approved in 2014 to create consistency in the land uses and development characteristics of the shopping center which previously was not regulated under one overarching document. The ODP requires new buildings to be consistent with the retail and mixed use building requirements in the City's Architectural and Site Design Manual (ASDM), including building placement, facade design, materials, transparency, and screening. The ODP also memorialized landscaping and parking requirements. The site data table on Sheet 2 compares the proposed SDP to the requirements of the ODP and City code. Staff concludes that this criterion has been met. 3. The proposed uses indicated in the specific development plan are consistent with the uses approved by the outline development plan. Planning Commission Case No. WZ-18-10 /Hacienda Restaurants are permitted uses in the ODP, and restaurants already exist in the shopping center. Staff concludes that this criterion has been met. 4. The site is appropriately designed and is consistent with the development guidelines established in the outline development plan. The Applewood Village Shopping Center was originally built in the 1970s but has recently seen a series of new developments under the 2014 ODP, including the Starbucks to the south of the subject property. The "facelifts" of the shopping center adhere to the fagade and materials requirements in the ASDM. The proposed SDP improves upon the quality of design of the former Wells Fargo drive-through and helps to modernize the architecture and design of the shopping center, while improving access. All site development is consistent with the development guidelines from the 2014 ODP. Staff concludes that this criterion has been met. 5. Adequate infrastructure/facilities are available to serve the subject property, or the applicant will upgrade and provide such where they do not exist or are under capacity. The utility agencies that currently serve the property will be able to do so with the proposed redevelopment. There will be no impact on parks, schools, or other public facilities or services. The plan will improve the infrastructure in the immediate area. Two of the four existing full - movement vehicle entrances on Youngfield Street will be closed. This greatly improves safety for drivers in the area and reduces potential auto -pedestrian conflicts. The reconfiguration of the parking lot will also help circulation in the area. Staff concludes that this criterion has been met. 6. The proposed specific development plan is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual, Streetscape Design Manual, and other applicable design standards. The proposed SDP meets the ASDM requirements for commercial/retail/mixed-use buildings. The fagade includes changes in materials, an emphasized primary entrance, and articulation. The utility area is screened and is located towards the rear of the building, enclosed by a screen wall which matches the primary structure. The streetscape on Youngfield Street is being upgraded with an 8 -foot detached sidewalk and an 8 - to 16 -foot amenity zone with 5 street trees. The City's sight triangle requirements and the width of the driveways limit the total amount of street trees added, but there will also be substantial landscaping between the sidewalk and building/parking lot, including additional small trees. The existing substandard attached sidewalk will be removed. Six pedestrian lights are also being added in the amenity zone. Staff concludes that this criterion has been met. Planning Commission Case No. WZ-18-10 / Hacienda Staff concludes that the criteria used to evaluate SDP applications support this request. VI. AGENCY REFERRAL All affected service agencies were contacted for comment on the SDP amendment request and regarding the ability to serve the property. Specific referral responses follow: Wheat Ridge Public Works Department: No concerns. Civil construction plans are in their final stage of review. Consolidated Mutual Water District: No concerns. Northwest Lakewood Sanitation District: No comments. West Metro Fire Protection District: West Metro initially had concerns regarding fire access, but plans have been modified to allow for wider fire lanes and turning radii for trucks meeting West Metro's specifications. Minor modifications to the parking lot may be required pending a final review from West Metro. Regional Transportation District: No concerns. The scope of work will not affect the existing bus stop on Youngfield Street. Wheat Ridge Building Division: No comments. New construction will require building permits, and the issuance of a Certificate of Occupancy upon completion of the project, only after passing all of the required inspections. Wheat Ridge Economic Development: The submittal does not conflict with the I-70/Kipling Corridors Urban Renewal Plan. Wheat Ridge Police Department: No comments. Xcel Energy: No concerns. Century Link: No comments. Comcast: No comments. VII. STAFF CONCLUSIONS AND RECOMMENDATION Staff concludes that the proposed Specific Development Plan is consistent with the planned development regulations, with the goals and policies of the City's guiding documents, and with the Applewood Village Shopping Center ODP. Staff further concludes that the proposed amendment improves upon existing conditions and creates a more cohesive Planned Development. Because the SDP criteria support the request, staff recommends approval of Case No. WZ-18-10. VIII. SUGGESTED MOTIONS Option A• Planning Commission Case No. WZ-18-10 /Hacienda "I move to recommend APPROVAL of Case No. WZ-18-10, a request for approval of an amendment to a Specific Development Plan for property located at 3244 and 3298 Youngfield Street, for the following reasons: 1. The proposal is consistent with the City's guiding documents including the I-70/Kipling Urban Renewal Plan. 2. The proposed SDP is consistent with the approved ODP document and the Architectural and Site Design Manual. 3. The criteria used to evaluate an SDP have been met. With the following conditions: 1. The applicant shall continue working with utility and service providers, including the Fire District, to meet all applicable requirements. Option B• "I move to recommend DENIAL of Case No. WZ-18-10, a request for approval of an amendment to a Specific Development Plan for property located at 3244 and 3298 Youngfield Street, for the following reasons: 1. 2. Planning Commission Case No. WZ-18-10 / Hacienda EXHIBIT 1: AERIAL The subject parcels are outlined in red, and the area of work subject to the SDP is outlined in black. Planning Commission Case No. W7-18-10/Hacienda EXHIBIT 2: ZONING MAP The subject parcels are outlined in red, and the area of work subject to the SDP is outlined in black. Planning Commission Case No. WZ-18-10 /Hacienda EXHIBIT 3: SITE PHOTOS w View of the site looking east from Youngfield Street. Until recently, the site was home to the Wells Fargo drive-through. Planning Commission 10 Case No. WZ-18-10 /Hacienda ,` �+- ..ego.•- ri: AAK Looking north up Youngfield Street from the existing entrance to the Chili's parking lot. The entrance will remain, but will shift slightly south. A view looking southeast from Youngfield Street. Chili's is behind the tree on the right of the photo. The existing parking lot will be reconfigured as part of the project. Planning Commission 11 Case No. WZ-18-10 /Hacienda EXHIBIT 4: SDP DOCUMENT Attached as an 11x17 document on the following page. Planning Commission 12 Case No. WZ-18-10 /Hacienda APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 114, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO CIVIL ENGINEER SURVEYOR PROPERTY OWNER VICINITY MAP SHEET INDEX STERLING DESIGN ASSOCIATES. LLC FLATIRONS, INC. U.S. RETAIL PARTNERS, LLC I OF 10 COVER SHEET 2009 W. LITTLETON BLVD #300 80120 655 FOURTH AVE. LONG CO 80501 C/O REGENCY CENTERS "EH- ORCHARD ROAD, SUITE 6900 \� 2OF 10 OVERALL SITE PLAN (303) 794-4 7 303-778-1733 6-173 GREENWOODEAST GREVILLAGE, C080111 3 OF 10 SITE PLAN GOVT CT:J CONTACT: JOSEPH SCHIEL, PE CONTACT. JOHN B. GUYTON (303) 3005300 ( CONTACT: TOM METZGER 40F 0 S TE DETAILS LANDSCAPE ARCHITECT ARCHITECT SOF IO PHOTOMETRIC PLAN STERLING DESIGN ASSOCIATES, LLC ARIA GROUP ARCHITECTS, INC. o 0 60F 10 LANDSCAPE PLAN 2009 W. LITTLETON BLVD. #300 830 NORTH BLVD. ,yl w 70F 10 PLANT LIST & NOTES LITTLETON, GO 80120 (303)794-4727 OAK PARK, IL 60301 (708)445-8400 '- z 80F 10 LANDSCAPE DETAILS CONTACT; MIKE HAAF. RLA CONTACT: ILIAS SAOUKBAEV �'� w o 9 OF 10 BUILDING ELEVATIONS e 10 OF 10 BUILDING ELEVATIONS LEGAL DESCRIPTION A PARCEL OF LAND, RECORDED IN THE OFFICE OF THE JEFFERSON COUNTY CLERK AND RECORDER AT RECEPTION NO. 2016027462, DATED FEBRUARY 28. 2016, LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 20 TO BEAR NORTH 89°29'29' EAST, A DISTANCE OF 1322.42 FEET PER THE PLAT OF APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2, RECORDED AT RECEPTION NO. 2017081101, DATED AUGUST 7, 2017. WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE WEST 114 CORNER OF SAID SECTION SECTION; THENCE NORTH 64'05'26' EAST. A DISTANCE OF 1525.41 FEET TO THE NORTHEAST CORNER OF A 6FOOT PUBLIC RIGHT OF WAY AS DESCRIBED AT RECEPTION NO. 2017022103, DATED FEBRUARY 28, 2017, IN THE OFFICES OF JEFFERSON COUNTY CLERK AND RECORDER; THENCE NORTH 89°29'29- EAST, ALONG THE NORTHERLY LINE OF SAID 6 FOOT RIGHT OF WAY, A DISTANCE OF 6.00 FEET TO A WESTERLY LINE OF LOT 1 OF SAID APPLEWOOD VILLAGE SHOPPING CENTER FILING NO.2 AND THE POINT OF BEGINNING: THENCE NORTH 89°29'29" EAST, ALONG A SOUTHERLY LINE OF SAID LOT 1, A DISTANCE OF 134.00 FEET TO A CORNER OF SAID LOT 1; THENCE SOUTH DO°54'01" EAST, ALONG A WESTERLY LINE OF SAID LOT 1 AND THE EAST LINE OF SAID PARCEL DESCRIBED AT RECEPTION NO. 2016027462, A DISTANCE OF 200 FEET; THENCE SOUTH 89'29'29' WEST, ALONG THE SOUTH LINE OF A PROPERTY DESCRIBED AT RECEPTION NO. 2016027482, A DISTANCE OF 134.00 FEET TO THE SOUTHEAST CORNER OF SAID PUBLIC RIGHT OF WAV: THENCE NORTH 00°54'01- WEST, ALONG THE EAST LINE OF SAID PUBLIC RIGHT OF WAY. A DISTANCE OF 200 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 26.799 SO. FT. OR 0.62 ACRES, MORE OR LESS. CASE HISTORY WZ-18-10 WZ-14.07 CHARACTER OF DEVELOPMENT IT IS THE INTENT OF REGENCY CENTERS, L.P. TO REDEVELOP PORTON OF THE APPLEWOOD VILLAGE SHOPPING CENTER INTO A HACIENDA COLORADO RESTAURANT, WITH ASSOCIATED DRIVE, PARKING. AND LANDSCAPE AREAS. THE PROPERTY IS WITHIN THE "CONTEMPORARY OVERLAY DISTRICT WHICH REQUIRES A 0'-20' BUILD -TO LINE WHERE BUILDINGS ARE ADJACENT TO PUBLIC STREETS. UTILITIES WILL BE PROVIDED TO THE NEW RESTAURANT FROM EXISTING UTILITY MAINS WITHIN THE SHOPPING CENTER. A NEW STORM SEWER STUB IS PROPOSED TO CONVEY STORMWATER RUNOFF TO THE EXISTING DETENTION AND WATER QUALITY POND IN THE SOUTHEAST CORNER OF THE SHOPPING CENTER. AS PART OF THE PROJECT, TWO EXISTING ACCESS POINTS ON YOUNGFIELO AVENUE ARE PROPOSED TO BE RECONSTRUCTED AND TWO EXISTING ACCESS POINTS ARE PROPOSED TO BE REMOVED. THE PARKING AREA TO THE SOUTH OF THE PROPOSED RESTAURANT WILL BE RECONFIGURED TO ALLOW FOR VEHICULAR PARKING AND ACCESS WITHIN THE SHOPPING CENTER. A PROPOSED ON-SITE SIDEWALK AND WALKWAY CONNECTION TO THE YOUNGFIELD STREET SIDEWALK WILL PROMOTE A PEDESTRIAN FRIENDLY ENTRANCE TO THE HACIENDA RESTAURANT. LANDSCAPE AREAS WILL UTILIZE COLORFUL AND TEXTURAL LOW WATER DEMAND PLANTINGS AND TREES. NORTH 1-= 1000' SIGNATURE BLOCKS OWNER'S CERTIFICATE THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED ASA PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. U.S. RETAIL PARTNERS, LLC, A DELAWARE LIMITED LIABILITY COMPANY BY: U.S. RETAIL PARTNERS HOLDING, LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS SOLE MEMBER BY: GRI -REGENCY. LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS SOLE MEMBER BY: REGENCY CENTERS. L.P., A DELAWARE LIMITED PARTNERSHIP, ITS MANAGING MEMBER BY: REGENCY CENTERS CORPORATION, A FLORIDA CORPORATION, ITS GENERAL PARTNER BY: NAME: WILLIAM DAMRATH TITLE: VICE PRESIDENT, MARKET OFFICER STATE OF COLORADO ) )SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D. 20 BY WITNESS MY HAND AND OFFICIAL SEAL, MY COMMISSION EXPIRES: NOTARY PUBLIC SURVEYOR'S CERTIFICATE I, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF APPLEWOOD SHOPPING CENTER WAS MADE BY ME OR UNDER MV DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. (SURVEYOR'S SEAL) SIGNATURE COUNTY CLERK & RECORDER'S CERTIFICATE STATE OF COLORADO ) )SS COUNTY OF JEFFERSON ) I HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNT CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT O'CLOCK M. ON THE DAY OF A.D., IN BOOK PAGE . RECEPTION NO. JEFFERSON COUNTY CLERK AND RECORDER BY: DEPUTY PLANNING COMMISSION CERTIFICATION APPROVED THIS DAY OF BY THE WHEAT RIDGE PLANNING COMMISSION. CHAIRPERSON CITY CERTIFICATION APPROVED THIS DAY OF BY THE CITY OF WHEAT RIDGE. ATTEST CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR Sterling Design Associates, Ilc 2009 W. U,d— BW. #300 Linl—CO W120 303 794.4727 Ph www.SrerlingDexignAsaclues.<om PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION E6132 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC 1-11PTION 2ND � —AL /13/2018 —E. PJOST N—GER PRCIECT NC. —N ...IN. Fl. AJ HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 COVER SHEET 1 OF 10 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT LEGEND SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 - - PROPERTY LINE — ADJACENT LOT LINE AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO EXISTING SIDEWALK SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PROPOSED STORM SEWER .. EXISTING STORM SEWER EXISTING CURB 8 GUTTER I PROPOSED CURB 8 GUTTER PROPOSED SIDEWALK I REMOVED I EXISTING TO REMAIN EXISTING I MULTFTENAW, I PROPOSED NEW GROCERY STORE RETAIL NOTA PARE ( NOTA PART— -..._ rrrrrrrrrr — — — — — _ —I - SITE DATA TABLE - ZONING AND LAND USE PLANNED COMMERCIAL DEVELOPMENT (PCD) _. EXISTING ZONING (APPLEWOOD VILLAGE SHOPPING CENTER PCD, AMENDMENT R9) PROPOSED STORM PROPOSED LAND USE RESTAURANT SEWER EXTENSION Vi Sterling Design Associates, 11cTOTAL PROPOSED WITHIN LIMITS OF DISTURBANCE 1 CIVIL EIIGII JEEPS - LV IDSC,SPE APCHI:ECTS TOTAL PARCEL PROPOSED M W La4etm eh y k300 AREA DI AREA UWe CO W120 UN A 1110326 I PARCEL) 0.815 ACRES O.—AC S 3037 4,4n7 ph j UNPLATTED PARCEL REC. NO.2009001884 2.39 ACRES 0.755 ACRES .w..sM�+V�es18i.Aaodnc<om LOT 1 APPLE MD VILLAGE SHOPPING CENTER SUBDIVISION FLG. NO. 2 17.09 ACRES 0.110 ACRES ACRES TOTAI PROPOSED WITHIN R O W 0.258 PREPARED UNDER THE DRECT SUP ION OF TOTAL PROPOSED DISTURBED AREA (NRTHIN RO.W.) 0.258 ACRES JOSEPH 0. SCHp PE. PROPOSED DISTURBED AREA (ONSITE) 1.480 ACRES OI_OFtATOTAL FOR 6oN BE FOFOSTE�RLIOG DESIGN ME—AMS. UC r _ i - FLOOR AREA BY USE .- \ - LIQUOR PROPOSED HACIENDA 7,220 SO. FT. BUILDING FOOTPRINT PRELIMINARY JJJ STORE 2,280 SQ. FT. MEZZANINE ( Ir NOT PART 9s00 sG. FT NOT FOR CONSTRUCTION PARCEL COVERAGE LOT SIZE - 28.798 SO. FT. (0.815 ACRES) PROPOSED STORM BUILDING COVERAGE 35% MAX 7,220 SO. FT. BUILDING FOOTPRINT SEWER EXTENSION (28.9% BUILDING COVERAGE) SMP- DESIGN ABsOCIATES. 110 OPEN SPACEAANDSCAPING 1 LIVING LANDSCAPING 10% MIN. OF GROSS LOT AREA 44%(11,851 S.F.) (2,880 S.F. MIN.) TURF 30% MAX. OF TOTAL LS AREA 10%(1,144 S.F.) H0 , WE —1.er xs f OF PARKlIO ANALYSIS (11.851X.30=3,495 S.F. MAX) "O W-18Sr. rs / � CALCULATION _ _ _ MEN _ MEN _ _ _ _ MEN MEN_ SEE MENPARKING _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ — _ _ - WITHIN ANALYSIS AREA': rw a DATE a,am,a BY..bs TOTAL PROPOSED BUILDING SQUARE FOOTAGE: 31,105 50. FT.' TOTAL EXISTING VEHICLE PARKING: 188 STALLS TOTAL VEHICLE PARKING REMOVED WITH THIS SDP. (94 STALLS) �„ • o - gre BY MULhTENANT EXISTING PARKING TO REMAIL ) 1 TOTAL NEW VEHICLE PARKING: 104 STALLS oasNPrRN. - k - O RETAIL,{ FUTURE CIRCULATION CHANGES AL V HI L A KIN . 198 ALL 8.37 S ALLS / 1000 SQ, ' I NOTAPART �WILLOCCURINTHISAREAAS 1 DATE er. - - O7 PARTFUTURES�P _ PARKING SUMMARY I 11AW��, i- -� } 1E O REQUIRED/ALLOWED PROPOSED' E ' av - VEHICLE PARKING 4.00/1,000 S.F./125 STALLS' 1988TALLS (8.37 STALLS/ 16D SQ. FT.) BICYCLE PARKING 5% OF VEHICLE PARKING (6 STALLS) B BICYCLE PARKING STALLS (3 U -RACKS) I' I LOT 1I ' I ( I 14 \. - ' w 08H3/2018 1" - 40• APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2 UNPLA7TED PARCEL REM AID 200000/884 w 'PARKING REQUIREMENTS AND EXISTING BUILDING SQUARE FOOTAGE ARE BASED ON THE APPLEWOOD VILLAGE SHOPPING CENTER AMENDMENT #9 OUTLINE DEVELOPMENT PLAN, RECORDED WITH THE JEFFERSON COUNTY CLERK AND RECORDER P0.OJEOT A1""" °1p''a�HO- UNDER RECEPTION NUMBER 2018070522. JOS EXISTING WELLS FARGO ;® 12 20 D 20 1, Z AJY DRIVE.THRU ATM zwjw _�� fV I ' fn 3 Paaecr. Ifl 1 HAC IENDA COLORADO UNPLATTEDPARCEL z1 32nd 8: YOUNGFIELD MULTI-ENANT , I REC. NO,F1110M P 0° EXISTING I EXISTING TOM WHEAT RIDGE, CO 80033 RETAIL NOT A PART PROPOSED MAGENTA RECCHROURED RESTAURANT COFFEE NOT A PART ' SHOP I ' RESTAURANT x000 SQ. I1 NOTA PART 2= SQ. FET. MEZZiwug 45®I, FT I Regency Centers. 9,80039. Fr. TOTAL 1 s 1 It�1 9 LL_ REGENCY CENTERS _ Lu_ 8480 ORCHARD RD. SUITE 6900 I' _ _ _ _ — i GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 .. _ - ..� 34 Q � WITS OF PARING ANALYSIS RYRO E%ISTPLC AOCESSES EXISi1NG Aar To ® ACCESS_ YOUNGFIEI D STREET R INTERSECTION --- ------- OVERALL SITE PLAN .f? NORTH 0 20 40 80 2 OF 10 SCALE: 1'=40' II I I I I I I - I I I I I 1 I I I 9 I Sa WATER EASEMENT / 4 20 11 L8 U� I 17 18' SANITARY 1 I I EASE/JENf I (BK 1287, PG. 351) z*_ 8' PSCO EASEMENT (BK 2159, PG. esz)- 11 MULTI -TENANT RETAIL NOT A PART (rte] I II I 1a PSCO EASEMENT \I II II� 19 — 28 37 _ J& --6_ 1e 31 ! SI C' La u 36 — - --- -- 35 12— O -. PROPOSED RURO ACCESS APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SCHEDULE NOTES CO 1.0 FOOT WIDE SIDEWALK CHASE. — — — 2 PROPOSED ASPHALT PAVING. PROPOSED CONCRETE PAVING. `� O4 PROPOSED CONCRETE SIDEWALK (PRIVATE) WIDTH AS NOTED HEREON. SEE SITE DETAILS w -- --- (PRIVATE} w $ O PROPOSED 8.0 FOOT WIDE PUBLIC DETACHED SIDEWALK CONSTRUCTED 1.0 FEET WEST OF `9 338 THE PROPERTY LINE WITH 0.0 FOOT (MINIMUM) LANDSCAPE AMENITY ZONE. SEE ROADWAY ul Ld' g DETAILS (PUBLIC} _ ANT ? MULTFTEN mRETAIL Oe PROPOSED SITE LIGHTING. SEE PHOTOMETRIC PLAN. Ij LL /7 f D PROPOSED THREE (3) BICYCLE RACKS (SIX BICYCLE PARKING SPACES TOTAL) SEE SITE NOT A PART DETAIL (PRIVATE) _T_- � BO PROPOSED HACIENDA TRASH ENCLOSURE. PROPOSED 9.0 -FOOT X 18.0.F00T. 4 WIDE. 90 -DEGREE WHITE PARKING STRIPING 1 4 \ j 10 PROPOSED ADA PARKING AREA STRIPING AND SYMBOLS. SEE SITE DETAILS (PRIVATE). 0 e ' 3 a = 30' WATER EASEMENT � 11 PROPOSED ADA PARKING SIGNAGE IN e" DIA. CONCRETE -FILLED BOLLARD. SEE SITE 99 i (REC. NO. 90016475)— ` LJ >- DETAILS (PRIVATE). ` J 43 33 �— ----- 12 L9 L3 49 PROPOSED 2 FOOT WIDE PEDESTRIAN CROSSWALK STRIPING SPACED 4.0 FEET O.C. 4. _.. .. LS 13 ILS� 17 4 19 73 13 PROPOSED e' CURB AND 12- GUTTER (ONSITE). SEE SITE DETAILS (PRIVATE). e t N00'51_b1'W 200.OD' 1`1� 19 I � 14 PROPOSED 6- CURB AND 24- GUTTER (WITHIN R.O. W.) SAWCUT 2:0 FEET FROM LIP OF EXISTING GUTTER AND ASPHALT PATCH BACK. SEE ROADWAY DETAILS (PUBLIC). 15 PROPOSED PRIVATE ADA -ACCESSIBLE CURB RAMP. SEE SITE DETAILS(PRIVATE) I 1 e 24.a 2&a 128.a 18 PROPOSED ADA -ACCESSIBLE CURB RAMP WITH TRUNCATED DOMES (WITHIN R.O.W.) SEE 7 ,Ba35.9I 3aa 3aa SITE DETAILS (PUBLIC). LIZ 1 s 17 EXISTING FIRE HYDRANT TO REMAIN. I,p e ^ 18 ANTICIPATED TRANSFORMER LOCATION. �/ 19 ANTICIPATED GAS METER LOCATION. 1J PROPOSED 13 25 20 PROPOSED WATER METER. 1 HAGENDA RESTAURANT 11 18 I �. � . FF. EL =5620.00 610 US __ _ _ I LS I I 21 PROPOSED GREASE INTERCEPTOR. 7,220 SF FOOTPRINT 9 \ O PROPOSED CONCRETE RETAINING WALL WITH PEDESTRIAN GUARDRAIL (3.0 FEET MAX 1 2,2BOMEZZANINE 11 b 48 & 17 \ 27 T" d' HEIGHT). LS LS 9.500 SF TOTAL 12 Q> ��, W WATER EMENi 19 \ e ) (RED. NO.80016175) \ 23 SAWCUT LINE/LIMITS OF DISTURBANCE. LS ,a SEWER EASEMENT 4 16 I 1a i 9 I mI 21 PROPOSED CONCRETE COMMERCIAL DRIVEWAY PER CITY OF WHEAT RIDGE STANDARDS 11-- a AND ASPHALT PATCH BACK 2.0 FEET. IS LEGEND PROPERTYUNE ADJACENTLOTLINE EXISTING EASEMENT EXISTING SIDEWALK EXISTING CURB 8 GUTTER EXISTING PARKING STRIPING PROPOSED PARKING STRIPING PROPOSED CURB 8 GUTTER PROPOSED SIDEWALK PROPOSED SIGN PROPOSED SITE LIGHT PROPOSED STREET LIGHT PROPOSED PEDESTRIAN LIGHT 0 PROPOSED RIA STOP SIGN PER MUTCD ON STEEL POST AND "STOP' PAVEMENT MARKINGS AND WHITE STOP BAR. SEE SITE DETAILS. OEXISTING SIDEWALK TO REMAIN. 0 EXISTING CURB AND GUTTER TO REMAIN. 0 EXISTING PARKING AREA TO REMAIN. 0 EXISTING ASPHALT PAVING TO REMAIN. O PROPOSED TYPE D AREA INLET. 31 PROPOSED R7-1 STOP SIGN AND 113-2 -NO LEFT TURN" SIGN PER MUTCD ON STEEL POST AND "STOP" PAVEMENT MARKINGS AND WHITE STOP BAR. SEE SITE DETAILS (PRIVATE). 32 EXISTING CONCRETE CROSSPAN TO REMAIN. OPROPOSED CONCRETE CROSSPAN, WIDTH NOTED HEREON, SEE SITE DETAILS. OEXISTING BUS STOP TO REMAIN. OPROPOSED STREET LIGHT. OPROPOSED PEDESTRIAN LIGHT. 37 EXISTING POWER POLE OVERHEAD ELECTRIC LINE TO BE UNDERGROUNDED BY XCEL ENERGY. O PROPOSED ADA -ACCESSIBLE RAMP WITH PEDESTRIAN HANDRAIL. . O PROPOSED (3) STAIRS WITH PEDESTRIAN HANDRAIL. OPROPOSED 8' X10' TRASH ENCLOSURE FOR ADJACENT RETAIL BUILDING. 41 PROPOSED CONCRETE -FILLED PIPE BOLLARD. OEXISTING IRRIGATION VAULT TO REMAIN. CONTRACTOR TO REMOVE INLET GRATE AND INSTALL AN 8" CONCRETE LID WITH ACCESS MANHOLE. OINSTALL'NO PARKING -FIRE LANE' SIGNAGE PER MUTCD ON STEEL POST OR FASTEN TO LIGHT POLE. SEE SITE DETAILS. O Sterling Design Associates, lic AFE -"_TS 2003 W L" Sled iF300 UHI—CO W120 303.71,4727 ph _.S3MIRgontIpJAaodYwcpn PREPARED UNDER THE DIRECT SUPER VISION OF JOSEPH G. SCHIEL P E. COLORADO REGISTRATION IBS3i FOR A ON BEHALF OF STERLING DESIGN ASSOCUTFS, LLC PRELIMINARY NOT FOR CONSTRUCTION SWRLINO DESIGN ASSOCIATES, LLC 99UE96 REv LDx9 ND. I D r-11 BV: JO4 TNS ELENRTAL NO WE -14 Bv. ATS No_ a WrE a1vm1E Br. Jas DEECRJPDIXI Ni SCPEtENJiiAL NO WTE Er DEECR.—: . NO: 6 DEWR DEWRiPnDNrE Dare 00102018 1 •2a PROJECT MuwCFR PRWECT NO: JOS I. er DRnwiND Fxs A; HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE. CO 80033 Regency Centers. CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL; (303) 300-5300 sHFar nne SITE PLAN 3OF10 11 LS _ _v I 19 _ L9- _ / 4 20 11 L8 86 42 6 3e LS 9e ' - 16 z*_ '� —-------------- 8e 97 11 --_--- 12 24 b 14 96 2B (A P�®&%-- c�gg YOUNGFIELD STREET - - - ACCESS -- `cul n A GJ AA =:l NORTH 0 15 30 80 SCALE: 1"= 30' LEGEND PROPERTYUNE ADJACENTLOTLINE EXISTING EASEMENT EXISTING SIDEWALK EXISTING CURB 8 GUTTER EXISTING PARKING STRIPING PROPOSED PARKING STRIPING PROPOSED CURB 8 GUTTER PROPOSED SIDEWALK PROPOSED SIGN PROPOSED SITE LIGHT PROPOSED STREET LIGHT PROPOSED PEDESTRIAN LIGHT 0 PROPOSED RIA STOP SIGN PER MUTCD ON STEEL POST AND "STOP' PAVEMENT MARKINGS AND WHITE STOP BAR. SEE SITE DETAILS. OEXISTING SIDEWALK TO REMAIN. 0 EXISTING CURB AND GUTTER TO REMAIN. 0 EXISTING PARKING AREA TO REMAIN. 0 EXISTING ASPHALT PAVING TO REMAIN. O PROPOSED TYPE D AREA INLET. 31 PROPOSED R7-1 STOP SIGN AND 113-2 -NO LEFT TURN" SIGN PER MUTCD ON STEEL POST AND "STOP" PAVEMENT MARKINGS AND WHITE STOP BAR. SEE SITE DETAILS (PRIVATE). 32 EXISTING CONCRETE CROSSPAN TO REMAIN. OPROPOSED CONCRETE CROSSPAN, WIDTH NOTED HEREON, SEE SITE DETAILS. OEXISTING BUS STOP TO REMAIN. OPROPOSED STREET LIGHT. OPROPOSED PEDESTRIAN LIGHT. 37 EXISTING POWER POLE OVERHEAD ELECTRIC LINE TO BE UNDERGROUNDED BY XCEL ENERGY. O PROPOSED ADA -ACCESSIBLE RAMP WITH PEDESTRIAN HANDRAIL. . O PROPOSED (3) STAIRS WITH PEDESTRIAN HANDRAIL. OPROPOSED 8' X10' TRASH ENCLOSURE FOR ADJACENT RETAIL BUILDING. 41 PROPOSED CONCRETE -FILLED PIPE BOLLARD. OEXISTING IRRIGATION VAULT TO REMAIN. CONTRACTOR TO REMOVE INLET GRATE AND INSTALL AN 8" CONCRETE LID WITH ACCESS MANHOLE. OINSTALL'NO PARKING -FIRE LANE' SIGNAGE PER MUTCD ON STEEL POST OR FASTEN TO LIGHT POLE. SEE SITE DETAILS. O Sterling Design Associates, lic AFE -"_TS 2003 W L" Sled iF300 UHI—CO W120 303.71,4727 ph _.S3MIRgontIpJAaodYwcpn PREPARED UNDER THE DIRECT SUPER VISION OF JOSEPH G. SCHIEL P E. COLORADO REGISTRATION IBS3i FOR A ON BEHALF OF STERLING DESIGN ASSOCUTFS, LLC PRELIMINARY NOT FOR CONSTRUCTION SWRLINO DESIGN ASSOCIATES, LLC 99UE96 REv LDx9 ND. I D r-11 BV: JO4 TNS ELENRTAL NO WE -14 Bv. ATS No_ a WrE a1vm1E Br. Jas DEECRJPDIXI Ni SCPEtENJiiAL NO WTE Er DEECR.—: . NO: 6 DEWR DEWRiPnDNrE Dare 00102018 1 •2a PROJECT MuwCFR PRWECT NO: JOS I. er DRnwiND Fxs A; HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE. CO 80033 Regency Centers. CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL; (303) 300-5300 sHFar nne SITE PLAN 3OF10 4 1/2- V-1/2- FIFO( 1-v2' R CATCH CURB 4 1/2' 5' 8' 1-1/2'R SPILL CURB 0.5' SEE PLAN 0.5' TRANSVERSE SLOPE SHALL MATCH THAT OF \ ADJACENT PAVEMENT STOP REFER TO PLAN COMPACT No. 4 BARS AT 18' O.0 E.W. SUB -GRADE IN UNIVERSAL ACCORDANCE WITH PAVING NOTE (TYP); INTEGRAL CURB SEE SITE PLAN STOP SIGN R1-1 CONCRETE FOR CURB 8 GUTTER SHALL BE IN ACCORDANCE WITH PAVING NOTE; SEE SITE PLAN UNLESS CONCRETE FOR INTEGRAL VEHICULAR PAVEMENT IS MORE STRINGENT CURB & GUTTER PRIVATE A NOT TO SCALE rn C, I SEE P`"" , CONCRETE FLARED PLANS))UCTION <1/2-;112 1/2- DEEP GROOVES -SHALL BE SPACED AT 12 INCHES. CURBED CONSTRUCTION I> 'SEE PLANS FOR CURBED OR FLARED CONSTRUCTION ASPHALT PAVEMENT CONCRETE SIDEWALK RAMP 20 4- THICK SECTION A -A NOT TO SCALE NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL STANDARDS AND SPECIFICATIONS. 2. CONCRETE FOR SIDEWALK RAMPS SHALL BE IN ACCORDANCE WITH PAVING NOTE; SEE SITE PLAN. 3. RAMP AND WINGS HALL BE POURED MONOLITHICALLY. 4. MINIMUM WIDTH OF RAMPS SHALL BE EQUAL TO THE WIDTH OF THE APPROACH WALK AND RAMP. SLOPES SHALL NOT BE STEEPER THAN 1:12. APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 4" STRIPING PAINTED WHITE 17 (3M LIQUID PAVEMENT MARKING SERIES 1200) PLAN J STRIPING REQUIREMENTSB NOT TO SCALE 5. NORMAL GUTTER FLOWLINE AND PROFILE SHALL BE MAINTAINED THROUGH THE RAMP AREA. CONTRACTOR SHALL ADJUST PAVEMENT AND GUTTER IMMEDIATELY ADJACENT TO BOTTOM OF 7. A 1/2' EXPANSION JOINT SHALL BE REQUIRED WHERE THE CONCRETE RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE, CURB RAMP TO ENSURE COUNTER SLOPE IS NO 8. COMPACT SUBGRADE IN ACCORDANCE WITH STEEPER THAN 1:20. PAVING NOTE (TVP.); SEE SITE PLAN. B. RAMP SURFACE SHALL HAVE A COARSE BROOM 9. REFER TO GRADING PLAN FOR SPECIFIC RAMP FINISH WITH STRIATIONS PERPENDICULAR TO THE ELEVATIONS. DIRECTION OF RAMP SLOPE. CURB RAMP (PRIVATE)(-,—) NOT TO SCALE 4' OR 6' --'"YELLOW TRAFFIC STRIPE DIA, CONCRETE FILLED STEEL TUBING (6 (8' FFDIA, AT TRASH ENCLOSURE) PAINTED TO MATCH BUILDING TRIM FINISHED GRADE I I I I I I I CONCRETE FOOTING L J PER STRUCTURAL ENG. BOLLARD DETAIL C NOT TO SCALE 1.0' STOP UNIVERSAL -NOLAN PARKING - FIRE STOP SIGN R1-1 LANE' SIGN, R&3i; U -BRACKET MOUNTED (TYPICAL ALL SIGNS).STOP UNIVERSAL SIGN AL NO LEFT TUSRN SIGN R1-1 R3-2 1-3/4x1-3/4 STEEL 1-3/4x1-3/4 STEEL POST PRIME AND Tl POST PRIME AND PAINT BLACK WITH 1-3/4 STEEL PAINT BLACK WITH POLYURETHANE PRIMEAND POLYURETHANE ACRYLIC EXTEND BLACK WITH ACRYLIC EXTEND POST MIN. 3 FEET URETHANE POST MIN. 3 FEET BELOWGRADE LIC EXTEND BELOW GRADE MIN. 3 FEET CONCRETE FOOTING CONCRETE FOOTINGWGRADE PER STRUCTURAL ENG. PER STRUCTURAL ENG.RETE FOOTING STRUCTURAL ENG. STOP SIGN W/ NO PARKING - FIRE LANE STOP SIGN NO LEFT TURN SIGN PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S MANUAL 'UNIFORM TRAFFIC CONTROL DEVICES', Sterling Design Awchtm Ik LOCAL CODES, AND AS SPECIFIED. O ON-SITE TRAFFIC SIGNAGE DETAIL D lao9 w.iol—CO uIN NOT TO SCALE Littleton Co 80170 303 n41R1 ph www.Strlin�4eslg�Assodan.com 1 9' PRODUCT NAME: DERO HOOP RACK AS MANUFACTURED BY DEED BIKE RACKS BIKES PARKED PER UNIT:2 MATERIALS: 1.5' SCHEDULE 40 PIPE (1.9' OD) STAINLESS STEEL NOTES: 1. INSTALL RACK IN THE DIRECTION AND LOCATION AS SHOWN ON PLAN MIN. 30' FROM BUILDING OR EDGE OF PAVEMENT, 36" O.C. 2, IN GROUND MOUNT INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 24 3. HOT DIPPED GALVANIZED FINISH BIKE RACK DETAIL E NOT TO SCALE No. 4 BARS AT 18' . AS NOTED ON PLANS O.0E.W. CROSS SLOPE 1/4' PER FOOT / mi COMPACT SUB -GRADE IN ACCORDANCE I WITH PAVING NOTE (TYP); SEE SITE PLAN 1/4' DEEP PETROLEUM RESISTANT 1/8" f SEALANT, BURKE USEAL 63204 OR APPROVED EQUIVALENT 114"R BACKER ROD 7 i TYP) O x 1/2 EXPANSION JOINT NOTES' I. REFER TO GENERAL NOTES AND JOINT LEGEND ON SITE LAYOUT SHEET FOR ADDITIONAL INFORMATION. 2, EXPANSION JOINTS SHALL BE PLACED AS SHOWN ON THE PLANS; AND AT STRUCTURES, PCR'S AND EVERY 50 FEET MINIMUM. CONTROL JOINT 3. EXPANSION JOINT FILLER SHALL MEET AASHTO M 213 CRITERIA AND BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4. SIDEWALK SURFACE SHALL HAVE A COARSE BROOM FINISH WITH STRIATIONS PERPENDICULAR TO THE DIRECTION OF TRAVEL UNLESS OTHERWISE NOTED IN CIVIL AND/OR ARCH, PLANS. 5, CONCRETE SHALL BE IN ACCORDANCE WITH PAVING NOTE; SEE SITE PLAN. 8. UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL REPORT. CONCRETE SHALL BE A MINIMUM 6" THICK WITH NO. 4 BARS, 18' O.C. E.W. SIDEWALK PRIVATE H NOT TO SCALE I I ® UNIVERSAL HANDICAPPED SIGN m� THIS SIGN TYPICAL AT EACHHANDICAPPED PARKING SPACE THIS SIGN AT VAN SPACES ONLY 1-3/4x1-3/4 STEEL POST PRIME AND PAINT BLACK WITH POLYURETHANEACRYLIC B' YELLOW STRIPE 6" DIA. CONCRETE FILLED GUARD POST PAINTED TO MATCH BUILDING 4I� I� CONCRETE FOOTING PER STRUCTURAL ENG. PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S MANUAL "UNIFORM TRAFFIC CONTROL DEVICES', LOCAL CODES, AND AS SPECIFIED. ADA -ACCESSIBLE SIGN WITH BOLLARD F NOT TO SCALE 6-RADIU WHITE REFLE TIVE PAINT IIr 2 0 i0" __E4- BLUE BACKGROUND 8' ` 4- 23° 16 O, 9 10 3' E OF PARKING SPACE HANDICAP SYMBOL DETAIL n PREPARED UNDER THE DIRECT SUPERVISKNN OF JOSEPH G. SCHIEL P E. COLORADO REGISTRATKIN CS33i FOR d ON BEINLF OF STERLING DESIGN ASSOCIATES, LLC PRELIMINARY NOT FOR CONSTRUCTION STERLINGDESIGN ASSOCIATES. LLev. ✓rs 1-11PTION OBH312018 xuE P JGSr rAiucER PRa lNo DAJY�. -NG 1-1 HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SITE DETAILS (PRIVATE) 4 OF 10 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SOUTHEAST QUARTER, NORTHWEST QUARTER, SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO U.b U.`) l.b SLB -1 LED PHOTOMETRIC PLAN SCALE: 1"= 30' SLB -1 SLB -1 KEY NOTES EXISTING CONCRETE FOOTINGS FROM ABANDONED POLES TO BE REMOVED FROM SERVICE TYPICAL (5) EXISTING LOCATIONS. Luminaire Schedule & Surycy, LLC 1111 HIGHWAY 25 NORTH SUITE 201 BUFFALO MN 5(313 PH:763.684.149 FAX:70.682.900 Regency Center- Symbol Oty Label A -M d TLL LLF D-rip0on BUG R kV 1 C-1 SINGLE 30000 0.20 Em NAP 32OW PSMH T3 Ho FG 1 T-0 Mg FB B3 -UD -G3 2 C4 4 @ 90 DEGREES 30000 0.20 Em NAP 320N PSMH T3 Ho FG 1 T-0 Mg M B3UO43 6 HB -2 BACK -BACK NA 0.90 Hew 8aw, Pole b FiA 13OW LED T5ME VS 18-0 Mg HA (40DOK/XX LED'✓15999 L WK IPD/J(XXmP,) Cres OSO Median OSO-A-vo-5ME-K4OK-UXnma 84.0004 5 J8.1 SINGLE NA 0.90 New Saw. Pole b Fib 13PN LED T3ME 16-0 Mg Hk (4000K/XX LED'06959 Lm,WK IPDIXXXmA) Cree OSO Madura OSO-A-v3ME-K40K-UXn 83.0003 5 L SINGLE NA 0.90 Naw Flood 26W LED WF VS 18'-0Mg M (5000150 LED'S2169 Lin .rm35dnA) Sm (OSL]PI CFL4VF-215K35LNXX B21UO-Gi ® 3 M SINGLE NA 0.90 Naw Fist 13W LED TS VS 10'-0 Mg Ht Rdcwaad Can (270OK/ XX LED'✓1000 L-.r.%XXmA) Xi(OSL)-Gr C -We SpacM 41n AD4LES9D27DIMD10UNVMDADR4XX B"0 -G0 13 N SINGLE NA 0.90 New Fload 26W LED WF VS V-0 Mg R (5000K21 LED'✓2169 Lmen 350mA) XNOSLI n CFL-WF-215K35UVXX BZUOGi I�I {-� 4 P SINGLE NA 0.90 New SLAM?K Fid 13W LED T2 FG 8'-0 Mtg M Wal M (4000K/1 LED/1400 Lunron✓AXXmA) XS(OSL)-Syl a is SAm Wag Pack SLMNPKIA-013UNW40-CO-XX-X 74340_74342 87.0000 1 mm P.WW SINGLE 1 21 1 0.90 1 New LF Strip 0.48W/LF LED IS VS FG 28'-0 Mtg K Wag M (65001<13AF•32 LED'sM.64 Lamm✓%%% A) XLS7-Tokialar ToklLum SMp LUM WH16500K_% 2 80.UIGO ® 6 R61 SINGLE NA I 0.90 I New Muni Baw. Polo 6 RA SOW LED T3 HS 17-0 Mg HI (3000K(34 LEDW4448 Lm,nwS3OmA) MoWain SWea Pedeabian PRESTIGE-CY11T4X-VS3AR�HSSOW-3K-BK B1 -U3 -G2 6 SL&1 SINGLE NA 1 0.90 Naw Muni Baw. Pob b FiH 31 W LED T3 30-0 Mg M (3000K/XX LED'✓3900 LunerN/00nA) GE Evolve (M.0 M. Sbtaa) Sbwt UgH ERL1 04C330_ 12O277V-BK 81-UOG1 911 0.2 0.1 0.1 0.0 0.0 0.0 NGFIELD STREET GENERAL NOTES 1. THE PEDESTRIAN AND STREET LIGHTS IN THE PUBLIC ROW ALONG YOUNGFIELD STREET ARE TO BE INSTALLED AS PART OF THIS WORK, CONNECTED TO A CITY OF WHEAT RIDGE -METERED ELECTRICAL SERVICE AND SUCH SERVICE INSTALLATION SHALL BECOME THE PROPERTY AND RESPONSIBILITY OF THE CITY OF WHEAT RIDGE UPONTURN-OVER. 2. UGHTING MATERIAL PROVIDER SCOPE TO INCLUDE LIGHT POLES, ANCHOR BOLTS. BASE COVERS, HAND HOLE COVERS, FIXTURES AND ARMS. 3. ANCHOR BOLTS FOR POLES ARE TO BE SCHEDULED TO ARRIVE AT JOBSITE IN TIME FOR EMBEDMENT IN C.I.P. CONCRETE POLE FOOTINGS (BY OTHERS). 4. MATERIAL AND INSTALLATION LABOR FOR CONCRETE POLE BASES INCLUDING DESIGN, EXCAVATION AND SONOTUBES, TRENCHING, CONDUIT, WIRING, LIGHTING INSTALLATION AND ELECTRICAL CONNECTIONS TO BE PERFORMED BY OTHERS. Calculation Summary & Surycy, LLC 1111 HIGHWAY 25 NORTH SUITE 201 BUFFALO MN 5(313 PH:763.684.149 FAX:70.682.900 Regency Center- LIGHT FIXTURE Label Avg Maa Mn AgMn MmdMn tPb Property 440 FI 202 14.8 0.0 N.A. NA 379 Reda-BaldirrLl $ida_18 7.57 30.8 1.0 7.57 30.&1 260 Redev Buikhr L1 Side_19 6.49 73.9 0.2 3245 369.50 280 Red- Buftq_I Side_6 1246 276. 0.0 N.A. NA 170 Redev Bu86nL6 Side 10 1.43 28 0.6 238 4.67 156 Rad- Bu"nL6 Side 11 1.11 3.3 0.0 N.A NA 180 Drive EMry b Ent - Ronan 205 23 1.8 1.14 1.28 2 Drive..,b but-La8 3.50 35 3.S 1.00 1.00 1 mm P.WW 3.27 10.5 0.5 6.54 21.00 129 L LIGHT FIXTURE REFERENCE SPECIFICATION SHEETS �FOft POLE CONFIGURATION 28' 30' CONCRETE POLE BASE 2' FINISHED GRADE 2 MUNICIPAL POLE DETAIL (TYP) SCALE:NTS L LIGHT FIXTURE REFERENCE SPECIFICATION SHEETS J FOR POLE CONFIGURATION 10' 12' CONCRETE POLE BASE 2• FINISHED GRADE 3 POLE DETAIL PED. (TYP) SCALE:NTS & Surycy, LLC 1111 HIGHWAY 25 NORTH SUITE 201 BUFFALO MN 5(313 PH:763.684.149 FAX:70.682.900 Regency Center- LIGHT FIXTURE HACIENDA REFERENCE SPECIFICATION SHEETS WOO YOUNGFIELD STREET WHIFAT RIDGE. CO N033 y3Q: 3 FOR POLE CONFIGURATION 16' a 18' DALE DEv,NIPIn�N 1',,A'11O CONCRETE POLE - 2918 PER ENO ff£RS 1 BASE p FINISHED GRADE 4 POLE DETAIL PARKING (TYP) SCALE:NTS .5 LIGHT POLE BASE DETAIL (TYP) SCALE: NTS TO �On-Site Lighting �& S-cy. LLC On -Site Lighting & Surycy, LLC 1111 HIGHWAY 25 NORTH SUITE 201 BUFFALO MN 5(313 PH:763.684.149 FAX:70.682.900 Regency Center- APPLEWOOD HACIENDA WOO YOUNGFIELD STREET WHIFAT RIDGE. CO N033 y3Q: 3 a DALE DEv,NIPIn�N 1',,A'11O i - 2918 PER ENO ff£RS 1 LED PHOTOMETRIC PLAN RC90020 � s 03.zv.2u 16 u� G. CREWS J.MACKEV SL3.0 5 OF 10 a APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #I S AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW I/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO lm� NORTH 0 10 20 40 SCALE: 1-= 20' LANDSCAPE DATA TOTAL LOT AREA 26,798 SF DESCRIPTION REQUIRED PROPOSED OPENS ACE/LANDSCAPING LIVING LANDSCAPING 10%MIN, OF GROSS LOT AREA 12,680 S.F. MIN, 44%/11.851 S. F. TURF 30% MAX. OF TOTAL LS AREA 13,353 S. F. MAX 10%/1,1445. F. SEC26-502.D.3.a LANDSCAPE WITHIN BLDG STBK ABUTTING PUBLIC RIGHT-OF-WAY DESCRIPTION LENGTH REQUIRED PROPOSED YOUNGFIELD STREET 330' 1 TREE PER 35 LF / 10 TREES 5 TREES' SEC26502.D.3.b ONSITE LANDSCAPE DESCRIPTION REQUIRED PROPOSED TREES 1 TREE PER 1.000 SF REQ. LS AREA 13 TREES 26 TREES SHRUBS 10 SHRUBS PER 1,000 SF REQ. LS AREA/ 27 SHRUBS 242 SHRUBS ' DUE TO SIGHT VISIBILITY RESTRICTIONS, EXPECTED LARGE MATURE SIZE OF THE PROPOSED TREES, AND PROXIMITY TO PROPOSED LIGHT POLES, STREET TREE QUANTITY REDUCED TO 5 TREES. 2_ OSterling Design Associates, Ik MULTI -TENANT RETAIL ,Gnt' 1009 L CO CO 8012(1IN NOT A PART PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH O. ECHIEL P.E. COLORADO WGISTRATgN CBt3t AL FOR 8 ON BEHF OF STERLING DESIGN ASSOCIATES. LLC z PRELIMINARY rn 9 Z NOT FOR CONSTRUCTION AO �n V' STERLING DESIGN ASSOCIATES. LLC 1- 3.'•HS UIPR IIIIt► �� JUJO OJO g grLu >LO J ••l4J,v aaa<000.�:aaaaa� v .tis�� ti II , o o• ��I - •1oy0p O• ••• ! , ��. I)ti—a• ••�. � �.-� II III%III ,1. 001 lm� NORTH 0 10 20 40 SCALE: 1-= 20' LANDSCAPE DATA TOTAL LOT AREA 26,798 SF DESCRIPTION REQUIRED PROPOSED OPENS ACE/LANDSCAPING LIVING LANDSCAPING 10%MIN, OF GROSS LOT AREA 12,680 S.F. MIN, 44%/11.851 S. F. TURF 30% MAX. OF TOTAL LS AREA 13,353 S. F. MAX 10%/1,1445. F. SEC26-502.D.3.a LANDSCAPE WITHIN BLDG STBK ABUTTING PUBLIC RIGHT-OF-WAY DESCRIPTION LENGTH REQUIRED PROPOSED YOUNGFIELD STREET 330' 1 TREE PER 35 LF / 10 TREES 5 TREES' SEC26502.D.3.b ONSITE LANDSCAPE DESCRIPTION REQUIRED PROPOSED TREES 1 TREE PER 1.000 SF REQ. LS AREA 13 TREES 26 TREES SHRUBS 10 SHRUBS PER 1,000 SF REQ. LS AREA/ 27 SHRUBS 242 SHRUBS ' DUE TO SIGHT VISIBILITY RESTRICTIONS, EXPECTED LARGE MATURE SIZE OF THE PROPOSED TREES, AND PROXIMITY TO PROPOSED LIGHT POLES, STREET TREE QUANTITY REDUCED TO 5 TREES. 2_ fib LEGEND HS � I I I I I I I I I I I I I I I I I I I I I I I Aja MR AM HB RR tp OSterling Design Associates, Ik ,Gnt' 1009 L CO CO 8012(1IN 2o3. nA.<n2 pn fib LEGEND HS � I I I I I I I I I I I I I I I I I I I I I I I Aja MR AM HB RR tp _nom x\ HL (REG H X W037ZY1) Z O IOC, PROPOSED GRANITE BOULDERS, REFER TO PLANT LIST FOR SIZES PROPOSED RIVER ROCK MULCH COVER PROPOSED COBBLEMULCHCOVER PROPOSED RTF FESCUE SOD -IRRIGATED NO I DATE y NO NO A DATE .1 NO I DATE y 0&13/2048 u1 •20' P JGST NAN - PRw T NO. D r. D—N. MEHFnE HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL:(303)300-5300 LANDSCAPE PLAN 6 OF 10 (L101) OSterling Design Associates, Ik 1009 L CO CO 8012(1IN 2o3. nA.<n2 pn PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH O. ECHIEL P.E. COLORADO WGISTRATgN CBt3t AL FOR 8 ON BEHF OF STERLING DESIGN ASSOCIATES. LLC z PRELIMINARY rn 9 Z NOT FOR CONSTRUCTION AO �n V' STERLING DESIGN ASSOCIATES. LLC _nom x\ HL (REG H X W037ZY1) Z O IOC, PROPOSED GRANITE BOULDERS, REFER TO PLANT LIST FOR SIZES PROPOSED RIVER ROCK MULCH COVER PROPOSED COBBLEMULCHCOVER PROPOSED RTF FESCUE SOD -IRRIGATED NO I DATE y NO NO A DATE .1 NO I DATE y 0&13/2048 u1 •20' P JGST NAN - PRw T NO. D r. D—N. MEHFnE HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL:(303)300-5300 LANDSCAPE PLAN 6 OF 10 (L101) APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW I/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PLANT LIST - ON SITE OTY ABBR SYMBOL COMMONIBOTANICAL NAME SIZE REMARKS FULL CROWN, 9 9 B&B STAKED, SPECIMEN DECIDUOUS SHADE TREES STAKED, SPECIMEN QUALITY ORNAMENTAL GRASSES 2- CAL. FULL CROWN, `l Malus x'Thundemhild' B&B STAKED. SPECIMEN QUALITY 95 HS *—BLUEAVENA GRASS #1 CONTAINER SPACING PER PLAN 3 GE • SEEDLESS KENTUCKY COFFEETREE 2 -CAL. FULL CROWN, 1AA U SASKATOO S RVVICEBERRY Helictotrichon sampesirens (ESTABLISHED) FULL FORM S&B Gymnodadus dioicus'Espresso' B&B STAKED. SPECIMEN 25 CK #- KARL FOERSTER FEATHER REED #1 CONTAINER SPACING PER PLAN 5 AT FOUR WING SALTBUSH #5 CONTAINER SPACING PER PLAN QUALITY (18--24- HT.) Calamagroslia acutiflom'Kad Foemter' (ESTABLISHED) FULL FORM B GS ♦ SKYLINE HONEYLOCUST 2" CAL. FULL CROWN. BOULDER OTY: 2 9 Chl RABBITBRUSH Chrysothamnus nau—.. #5 CONTAINER (20--30-HT.) GledlWa oiecanthos v. inennls Skyline B&B STAKED, SPECIMEN PERENNIALS CaraOana pygmew (12--18-HT.) FULL FORM 21 PA RUSSIAN SAGE #5 CONTAINER SPACING PER PLAN QUALITY 30 AM 0— MOONSHINE YARROW #1 CONTAINER SPACING PER PLAN 2 OB s TEXAS RED OAK 2' CAL. FULL CROWN. ^ Achill -'Moonshine' FULL FORM #5 CONTAINER Due— buddeN B&B STAKED, SPECIMEN 15 ASV BASKET -OF -GOLD ALYSSUM #1 CONTAINER SPACING PER PLAN Ribes alpinum'Green Mound' (12--18-HT.) FULL FORM QUALITY #5 CONTAINER Audnia aaxa811s Rhus aromatica'Gro-IoW FULL FORM 8 UP PATRIOT ELM 2" CAL. FULL CROWN, 25 HLC)— LITTLE BUSINESS DAYLILY #1 CONTAINER SPACING PER PLAN Uknus'Patriot' B&B STAKED. SPECIMEN Hemeroca11WLittie Business #5 CONTAINER FULL FORM \/ ArotoslaDhNoa x wloredoenais (18'-24' SPR.) FULL FORM QUALITY 15 HP RED FALSE YUCCA #1 CONTAINER SPACING PER RAN Hesperaloe parvitbra FULL FORM 8 PR o-- BRIDGE'S PENSTEMON #1 CONTAINER SPACING PER PLAN ORNAMENTAL TREES FULL FORM Penstemon rostdfloms 3 JS V WICHITABLUE JUNIPER Juniperua swpulomm Wichita Blue' FULL FORM BOULDERS/MULCH BOULDERS:O 2'-8'X3'6' 2'X3'D 1'5'X2' GRANITE GRANITE GRANITE BOULDER BOULDER BOULDER OTY:9 OTY:5 OTY:7 MULCH: 9,184 SF 1.5" DIA. ROCK MULCH WITH DOUBLE SHREDDED BARK MULCH RINGS, SEE LANDSCAPE NOTES. 1,749 SF 3'-0' DIA. COBBLE MULCH WITH DOUBLE SHREDDED BARK MULCH RINGS, SEE LANDSCAPE NOTES. NOTE: 1) BOULDER SIZE CAN VARY BY 6"N ANY DIRECTION BURY 1/4 OF BOULDER INTO FINISH GRADE 2) ALL MULCH MINIMUM 3" DEPTH. ROCK MULCH AREAS SHALL BE COVERED W/ SPECIFIED ROCK MULCH OVER WEED BARRIER FABRIC, 3) BOULDER, COBBLE AND RIVER ROCK COLOR TO BE MEDIUM TONED COLOR MIX OF BROWN, TAN, PINK, GRAY AND SHADES OF CREAM AND WHITE 1,144 S.F. RTF FESCUE SOD -IRRIGATED NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITY CALCULATIONS, TO INCLUDE PLANT MATERIALS AND GROUND COVERS. 2. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE LANDSCAPE LEGEND, THE PLAN SHALL TAKE PRECEDENCE AND NOTIFY THE LANDSCAPE ARCHITECT OF THESE DISCREPANCIES. 3. ALL LIVING LANDSCAPING SHALL BE SERVED BY AN AUTOMATIC, ZONED IRRIGATION SYSTEM. PLANT LIST - RIGHT-OF-WAY QTY ABSR SYMBOL COMMOWBOTANICAL NAME SIZE REMARKS DECIDUOUS 2 CC ( a.— THOlRNL cus OCKSmPRg�� HAWTHORN 35 TRUNKS FULL CROWN, 9 9 B&B STAKED, SPECIMEN �� STAKED, SPECIMEN QUALITY 5 MT ( e �THUNDERCHILD CRAB 2- CAL. FULL CROWN, `l Malus x'Thundemhild' B&B STAKED. SPECIMEN QUALITY 2 OM CHINKAPIN OAK 2" CAL, QUALITY DECIDUOUSSHRUBS STAKED, SPECIMEN QUALITY DECIDUOUS SHRUBS 1AA U SASKATOO S RVVICEBERRY 5 - CLUMP FULL CROWN, FULL FORM S&B $PECIMEN QUALITY 10 AC / F--LEADPLANT #5 CONTAINER SPACING PER PLAN \��JJJ Amorph, c,n,—n, (18"-24- HT.) FULL FORM 5 AT FOUR WING SALTBUSH #5 CONTAINER SPACING PER PLAN Atriplex canescens (18--24- HT.) FULL FORM 30 CB (D— BLUE MIST SPIREA #5 CONTAINER SPACING PER PIAN Caryopteds x ciandonenais'Blue Mist' (18--24- HT.) FULL FORM BOULDER OTY: 2 9 Chl RABBITBRUSH Chrysothamnus nau—.. #5 CONTAINER (20--30-HT.) SPACING PER PLAN FULL FORM 11 CP ®— PYGMY PEASHRUB #5 CONTAINER SPACING PER PLAN CaraOana pygmew (12--18-HT.) FULL FORM 21 PA RUSSIAN SAGE #5 CONTAINER SPACING PER PLAN l.- Perovekia aWDliddlolia (18--24-HT.) FULL FORM 17 RA(r� ALPINE CURRANT #5 CONTAINER SPACING PER PLAN ``IIJJ Rlbes.ipeum (18--24-HTJ FULL FORM ^ 12 RF 1 }—FRAGRANT SUMAC #5 CONTAINER SPACING PER PLAN �./ Rhus aromatics (20--30' HT.) FULL FORM 27 RG GREEN MOUND ALPINE CURRANT #5 CONTAINER SPACING PER PLAN Ribes alpinum'Green Mound' (12--18-HT.) FULL FORM 18 RHo— DWARFFRAGRANTSUMAC #5 CONTAINER SPACING PER PLAN Rhus aromatica'Gro-IoW (12--18-HT.) FULL FORM 38 RR (D— FLOWER CARPET RED ROSE #5 CONTAINER SPACING PER PLAN Ross Flower Carpet Red (12--18- HT.) FULL FORM EVERGREEN SHRUBS � 4 AS ( — MOCK BEARBERRY MANZANITA #5 CONTAINER SPACING PER PLAN \/ ArotoslaDhNoa x wloredoenais (18'-24' SPR.) FULL FORM Mock Bearbeny 15 HP RED FALSE YUCCA #1 CONTAINER SPACING PER RAN Hesperaloe parvitbra FULL FORM 28 JG j } GREEN CARPET JUNIPER #S CONTAINER SPACING PER RAN `\wr Jumpers communis'Green Carpet' (118--24- SPR.) FULL FORM 3 JS V WICHITABLUE JUNIPER Juniperua swpulomm Wichita Blue' 15 GAL. CONTAINER SPACING PER RAN (5'6' HT.) SPECIMEN QUALITY 10 JW j e j WILTON CARPET JUNIPER JunlDerus hodmntalle Wltonii' #5 CONTAINER (18--24-SPR.) SPACING PER RAN FULL FORM 103 MRe�—CREEPING OREGON GRAPE HOLLY #1 CONTAINER SPACING PER PLAN Mahonia repens (8- HT.) FULL FORM BOULDERS/MULCH BOULDERS:O 2'-8'X3'6' 2'X3'D 1'5'X2' GRANITE GRANITE GRANITE BOULDER BOULDER BOULDER OTY:9 OTY:5 OTY:7 MULCH: 9,184 SF 1.5" DIA. ROCK MULCH WITH DOUBLE SHREDDED BARK MULCH RINGS, SEE LANDSCAPE NOTES. 1,749 SF 3'-0' DIA. COBBLE MULCH WITH DOUBLE SHREDDED BARK MULCH RINGS, SEE LANDSCAPE NOTES. NOTE: 1) BOULDER SIZE CAN VARY BY 6"N ANY DIRECTION BURY 1/4 OF BOULDER INTO FINISH GRADE 2) ALL MULCH MINIMUM 3" DEPTH. ROCK MULCH AREAS SHALL BE COVERED W/ SPECIFIED ROCK MULCH OVER WEED BARRIER FABRIC, 3) BOULDER, COBBLE AND RIVER ROCK COLOR TO BE MEDIUM TONED COLOR MIX OF BROWN, TAN, PINK, GRAY AND SHADES OF CREAM AND WHITE 1,144 S.F. RTF FESCUE SOD -IRRIGATED NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITY CALCULATIONS, TO INCLUDE PLANT MATERIALS AND GROUND COVERS. 2. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE LANDSCAPE LEGEND, THE PLAN SHALL TAKE PRECEDENCE AND NOTIFY THE LANDSCAPE ARCHITECT OF THESE DISCREPANCIES. 3. ALL LIVING LANDSCAPING SHALL BE SERVED BY AN AUTOMATIC, ZONED IRRIGATION SYSTEM. PLANT LIST - RIGHT-OF-WAY QTY ABSR SYMBOL COMMOWBOTANICAL NAME SIZE REMARKS DECIDUOUS /SHADE \TREES 2 CO D WESTERN HACKBERRY 2" CAL. FULL CROWN. Celts occidentalls B&B STAKED, SPECIMEN QUALITY 1 GESEEDLESS KENTUCKY COFFEETREE 2'CAL. FULL CROWN, Gymnocladus dioicus'Espresso' B&B STAKED, SPECIMEN Lq QUALITY 2 OM CHINKAPIN OAK 2" CAL, FULL CROWN, Due—muehlenbergii B&B STAKED, SPECIMEN QUALITY DECIDUOUS SHRUBS 4 RR (DFLOWER CARPET RED ROSE #5 CONTAINER SPACING PER PLAN Rosa Flower Carpel Red (12--18- HT.) FULL FORM EVERGREEN SHRUB 4 JG } GREEN CARPET JUNIPER >ts CONTAINER SPACING PER PLAN JuMperuswmmunis'Green Carpet' (18--24-SPR) FULL FORM PERENNIALS 8 AM 6— MOONSHINE YARROW #1 CONTAINER SPACING PER PLAN Achillea'Moonshine' FULL FORM SOD 2,451 S.F. RTF FESCUE SOD -IRRIGATED BOULDERS/MULCH BOULDERS: Q 2 -X3 - GRANITE BOULDER OTY: 2 MULCH: 1,139 SF 1.5' DIA. ROCK MULCH WITH DOUBLE SHREDDED BARK MULCH RINGS, SEE LANDSCAPE NOTES. NOTE: 1) BOULDER SIZE CAN VARY BY WIN ANY DIRECTION BURY 114 OF BOULDER INTO FINISH GRADE 2) ALL MULCH MINIMUM 3- DEPTH. ROCK MULCH AREAS SHALL BE COVERED W/ SPECIFIED ROCK MULCH OVER WEED BARRIER FABRIC. 3) BOULDER, COBBLE AND RIVER ROCK COLOR TO BE MEDIUM TONED COLOR MIX OF BROWN, TAN, PINK, GRAY AND SHADES OF CREAM AND WHITE. LANDSCAPE NOTES 1. COORDINATION THIS LANDSCAPE ARCHITECTURAL SITE PLAN IS TO BE USED IN CONJUNCTION WITH THE CIVIL, ARCHITECTURAL MECHANICAL, ELECTRICAL, STRUCTURAL AND IRRIGATION PLANS AND SPECIFICATIONS TO FORM COMPLETE INFORMATION REGARDING THIS SITE. 2. COMPLIANCE CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES. 3. GUARANTEE ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR, FROM DATE OF FINAL ACCEPTANCE, AT NO ADDITIONAL COST TO THE OWNER. 4. COMPLETION AND MAINTENANCE A. FINAL ACCEPTANCE: WITHIN TEN DAYS OF CONTRACTOR'S NOTICE THAT THE ENTIRE PROJECT IS COMPLETE, THE L.A. SHALL REVIEW INSTALLATION. IF FINAL ACCEPTANCE IS NOT GIVEN, THE L.A. SHALL PREPARE A PUNCH LIST OF PENDING ITEMS. THE PUNCH LIST ITEMS SHALL BE COMPLETED BY THE CONTRACTOR WITHIN TEN CALENDAR DAYS FROM DATE ISSUED. SUBSEQUENT REVIEW AND APPROVAL SHALL SIGNIFY ACCEPTANCE B. MAINTENANCE: ALL LANDSCAPING SHALL BE MAINTAINED FROM INSTALLATION TO FINAL ACCEPTANCE. MAINTENANCE SHALL INCLUDE WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, ROLLING. REGRADING, REPLANTING, DISEASE AND INSECT PROTECTION. 5. SITE CONDITIONS LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL CONDITIONS ARE CORRECTED. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISHED GRADES AND POSITIVE DRAINAGE IN LANDSCAPE AREAS. 8. DAMAGE AND CLEANING A. CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED DUE TO THIS WORK AT NO ADDITIONAL COST TO THE OWNER. B. CONTRACTOR SHALL CLEAN ALL AREAS DUE TO THIS WORK AND PROPERLY REMOVE ALL UNUSED MATERIALS FROM SITE, 7. RIGHT OF REJECTION OWNERILANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY MATERIALS AT ANY TIMEALL PLANT MATERIALS SHALL MEET THE MINIMUM CUA RENT'AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN. CONTRACTOR SHALL PROVIDE SAMPLES, SPECS., AND OR TAGS FOR ALL MATERIALS. 8, SOIL PREPARATION SOD AND SHRUB BED AREAS SHALL RECEIVE SIX INCHES OF APPROVED TOPSOIL. AMEND SOIL WITH FOUR CUBIC YARDS PER THOUSAND SQUARE FEET OF ORGANIC COMPOST. COMPOST TO HAVEA CN RATIOBETWEEN 15:1 AND 30:1, LESS THAN 8 mmhos/cm SALT CONTENT, A PH BETWEEN 8.5 AND 8.5, AND OVER 30% ORGANIC MATTER. APPLY 5 LBS. OF 20.105 GRANULAR FERTILIZER PER THOUSAND SO. FEET. ROTOTILL AMENDMENTS AND TOPSOIL TO A DEPTH OF SIX INCHES, VERIFY SOIL PREP SPECIFICATIONS WITH WATER PROVIDER STANDARDS. PROVIDE EVIDENCE OF APPLICATION AS REQUIRED. RAISED PLANTERS SHALL BE FILLED TO 38' DEPTH WITH A BLENDED SOIL CONTAINING 33% PREMIUM COMPOST AND 88% SCREENED TOPSOIL. 9. PLANTING TREES AND SHRUBS SHALL BE PLANTED PER DETAILS. STAKE AND GUY TREES PER DETAILS. TREE AND SHRUB BED LOCATIONS SHALL BE APPROVED PRIOR TO PLANTING. BACKFILL WITH 1/3 SOIL AMENDMENT AND 2/3 SITE SOIL, THOROUGHLY MIXED. FERTILIZE AS RECOMMENDED WITH AGRIFORM TABLETS. 10. EDGER INSTALL 4" ROLL-TOP RYERSON STEEL EDGING (14 GAUGE WITH GREEN FINISH) OR EQUAL. INSTALL WITH STAKES AND SPLICERS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL BETWEEN ALL SOD OR SEEDED AREAS AND MULCHED AREAS. 11. MULCH ALL SHRUB AND PERENNIAL BEDS SHALL BE MULCHED WITH A MINIMUM 3"-4" THICK LAYER OF MULCH AS SPECIFIED IN THE LEGEND (EITHER SHREDDED CEDAR BARK MULCH, 3"6" COBBLE OR 1 112" ROUNDED RIVER ROCK}. AFTER ALL PLANTING IS COMPLETE, THE CONTRACTOR SHALL INSTALL INSTALL A 4" THICK RING OF DOUBLE SHREDDED CEDAR BARK MULCH AROUND ALL PLANT MATERIAL IN ROCK MULCH BEDS WHERE LANDSCAPING IS SHOWN ON THE PLANS, WOOD MULCH RING SIZE SHALL BE THE SIZE OF THE OF SHRUB, PERENNIAL. AND ORNAMENTAL GRASS'S CONTAINER/ROOTBALL. TREE INSTALLATIOWRING SHALL REFERENCE INDUSTRY STANDARDS SET FORTH IN THE CONTRACTORS HANDBOOK PUBLISHED BY THE STATE'S LANDSCAPE CONTRACTORS ASSOCIATION. INSTALL WEED BARRIER FABRIC UNDER ALL ROCK MULCH SHRUB BEDS SPECIFIED ON THE PLANS ONLY. NO LANDSCAPE FABRIC SHALL BE USED IN WOOD MULCH AREAS. 12, SODDING SOD SHALL BE'RTF" FESCUE BY GREEN VALLEY TURF (GVT) (303.7986784). SOIL PREP,. INSTALL AND WATER ACCORDING TO GVT GUIDELINES, 13. MAINTENANCE THE PROPERTY OWNER OF RECORD, THE OWNER'S AGENT OR TENANT SHALL KEEP ALL LANDSCAPING IN A WELL MAINTAINED AND HEALTHY GROWING CONDITION. 14. IRRIGATION REFER TO SHEET L201 FOR PROPOSED IRRIGATION. AROUND THE HACIENDA BUILDING, AS DEFINED ON THE SCOPE OF WORK LIMITS SHEET, IRRIGATION SHALL BE INSTALLED AFTER IRRIGATION IS INSTALLED OUTSIDE OF THE SCOPE OF WORK LIMITS. AN AUTOMATIC IRRIGATION SYSTEM, MEETING LOCAL REQUIREMENTS, SHALL BE INSTALLED ON THE SHOPPING CENTER'S EXISTING IRRIGATION SYSTEM, AND PROVIDE ADEQUATE IRRIGATION COVERAGE TO PROPOSED LANDSCAPE AREAS. A. CONTRACTOR SHALL COORDINATE WITH THE SHOPPING CENTER OWNER AND MAINTENANCE GROUP THE LOCATIONS OF THE EXISTING IRRIGATION POINT OF CONNECTION. MAINLINES. LATERAL LINES, WIRING, AND HEADS IN THE FIELD. B. ALL TURF AREAS SHALL HAVE HEAD TO HEAD COVERAGE WITH APPROPRIATE DRIP IRRIGATION TO ALL SHRUBS AND PERENNIALS AREAS. C. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING SHOPPING CENTER IRRIGATION IN PROPER FUNCTIONING ORDER DURING CONSTRUCTION. ONCE CONSTRUCTION IS COMPLETE THE CONTRACTOR SHALL ENSURE THE SHOPPING CENTER SYSTEM IS WORKING TO THE SATISFACTION OF THE SHOPPING CENTER OWNER/MAINTENANCE GROUP. D. CONTRACTOR SHALL RUN ENTIRE SYSTEM FOR OWNER OPERATIONS REPRESENTATIVE FOR FINAL APPROVAL AND ACCEPTANCE. E. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE. F. ALL UPGRADES AND/OR MODIFICATIONS SHALL MEET CURRENT IRRIGATION INDUSTRY STANDARDS FOR THE CITY OF WHEAT RIDGE AND STATE OF COLORADO. O Sterling Design Associates, 11c: LANDSCAPE- -TS 2009 W. lirtleton SWd. 18300 Linlemn CO 80120 303.794.4727 ph www.RMl, OD ignAvaciaeemm PREPARED UNDER THE DIRECT SUPERNMOONOF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION b FOR & ON BEHALF OF STERLING DESIGN As—S. LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES, LLC ISSIIEsb REVIeCW No: , wTE: oams,e ar.xc oEscalPrloN: ,sr swaeunru NO.: 2 DAT -11-8 ar. xa DEECR-1—aro EOPs n - NO.. a — .-1. ev. JGS DESCR— soP SEeNmru No.: . GATE Bv. OE&CRIPfgN . No,: b OESGRIPIgN . No; b OEECAIPrxtx: - DATE. SCALE 061131201& PROJECT ER PRO,ECTNO,. jGS D— Y oRAwlNo nlc MEH HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 Regency Centers. REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 ,MEET 1. PLANT LIST & NOTES 7 OF 10 (L102) APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #I S AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE I/4, NW I/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 2 x ROOTBALL DIA. DO NOT CUT SINGLE LEADER. PRUNE DAMAGED OR DEAD WOOD AND CO -DOMINANT LEADERS AT LANDSCAPE ARCHITECT'S DIRECTION ONLY. 12NYLON TREE STRAP ON GUY WIRE AND AROUND TREE TRUNK. 1/2' DIAM. WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIRE. 12 GAUGE GALVANIZED WIRE, DOUBLE STRAND TWISTED. 6' STEEL T -POST (2 MIN.) (4' EXPOSED) WRAP ENTIRE SURFACE OF TRUNK TO SECOND BRANCH WITH SPECIFIED TREE WRAP MATERIAL SECURED AT TOP AND BOTTOM & AT 2FT. INTERVALS. RE: SPECS FOR TIMING. SET ROOT COLLAR 3- HIGHER THAN GRADE AT WHICH TREE GREW. 48' CIRCLE OF SHREDDED BARK MULCH (4' DEEP) AROUND BASE OF TREES IN GRASS AREAS. FORM SAUCER AROUND EDGE OF TREE PIT. FINISH GRADE REMOVE ALL TWINE AND WIRE FROM TOP AND SIDES OF ROOTBALL. PULL BURLAP BACK 2/3 MINIMUM. SLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES PRIOR TO BACKFILLING. SPECIFIED BACKFILL MIXTURE STAKE TO EXTEND MIN. 24' INTO UNDISTURBED SOIL. UNDISTURBED SUBGRADE ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE WIRE WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. REMOVE STAKING AFTER ONE YEAR DECIDUOUS TREE PLANTING NOT TO SCALE LANDSCAPE NOTES 1. ALL LANDSCAPED AREAS AND PLANT MATERIAL SHALL BE SERVED BY A FUNCTIONING AUTOMATIC IRRIGATION SYSTEM WHICH COMBINES DRIP& SUBSURFACE IRRIGATION WITH HIGH EFFICIENCY SPRINKLERS, 2. AT A VERTICAL DISTANCE OF 36' TO 96' ABOVE THE GUTTER FLOW LINE. UNOBSTRUCTED VIEW SHALL BE PROVIDED AND MAINTAINED AT ALL TIMES WITHIN THE SIGHT DISTANCE TRIANGLES. 3. USE OF NON -LIVING MATERIALS SHALL NOT EXCEED 35% OF THE REQUIRED LANDSCAPE AREA. CONCRETE CURB OR SIDEWALK PRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. SET SHRUB 1' HIGHER THAN THE GRADE AT WHICH IT GREW DIG PLANT PIT TWICE AS WIDE OR MORE AS THE CONTAINER. APPLY SPECIFIED MULCH 4' DEEP OVER SPECIFIED WEED MAT. FINISHED GRADE ALL JUNIPER PLANTS SHOULD BE PLANTED SO TOP OF ROOT MASS OCCURS AT FINISH GRADE OF MULCH LAYER. LOOSEN SIDES OF PLANT PIT AND ROOTBALL. REMOVE CONTAINER BACKFILL: ONE THIRD ORGANIC MATTER TWO THIRDS SITE SOIL THOROUGHLY MIXED. ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE CONTAINER WILL NOT BEAN EXCUSE FOR DAMAGED ROOTBALL. SHRUB PLANTING__ NOT TO SCALE CLUMP TREES SHALL HAVE SPECIFIED NUMBER OF TRUNKS. SHRUB FORMS WILL BE REJECTED. DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. WATER RING - INSTALL AT END OF PLANTING, REMOVE PRIOR TO SODDING OR IRRIGATED SEEDING. PLANT ROOTBALL 2' HIGHER THAN WHICH IT GREW (IN IRRIGATED AREAS) IN NON4RRIGATED AREAS PLANT TREE AT GRADE WHICH IT GREW. APPLY 4' OF BARK MULCH TO THE OUTSIDE EDGE OF SAUCER UPON PLANTING APPLY 18-24' RING OF BARK MULCH 4' DEEP UPON COMPLETION OF SEEDING OR SODDING FINISHED GRADE CUT AND REMOVE BURLAP FROM TOP AND SIDES OF ROOTBALL. REMOVE ALL WIRES AND NYLON TIES. IF TREE IS IN FIBER POT, REMOVE PRIOR TO PLANTING. ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE WIRE WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION. HOLE SHOULD HAVE ROUGHENED SIDES CLUMP TREE PLANTINGo NOT TO SCALE DO NOT CUT OR DAMAGE LEADER RUBBER HOSE (112- DIA) OR 12" NYLON TREE STRAP ON GUY WIRE TO PROTECT TREE #12 GALVANIZED WIRE TWISTED DOUBLE STRAND. MIN. 3 GUY WIRES PER TREE. 1/2' DIA. X 36' LONG WHITE PVC PIPE ON EACH GUY WIRE. SET ROOTBALL 3' HIGHER THAN GRADE AT WHICH TREE GREW. APPLY 4' OF BARK MULCH TO THE OUTSIDE EDGE OF SAUCER UPON PLANTING APPLY 18-24' RING OF BARK MULCH 4' DEEP UPON COMPLETION OF SEEDING OR SODDING. FINISHED GRADE 30' METAL T STAKE. DRIVE VERTICALLY INTO UNDISTURBED SOIL, FLUSH W/GRADE. REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL REMOVE TWINE 8 WIRE FROM TOP AND SIDES OF ROOTBALL. UNDISTURBED SUBGRADE SPECIFIED BACKFILL MIXTURE HOLE SHOULD HAVE ROUGHENED SIDES AND 2 x ROOTBALL DIA FERTILIZER APPLICATION REMOVE GUYING AFTER ONE YEAR. INSTALL SPECIFIED MULCH TO DRIPLINE OF TREE WHERE PLANTED IN LAWN AREAS. DO NOT PROVIDE WATER BASIN IN IRRIGATED LAWN AREAS. EVERGREEN TREE PLANTING 4 NOT TO SCALE OSterling Design Associatm Ik ILEI ILII iEE�S L-D':C-FE ---CT; 1009 W. d—13W. #300 L.ks CO 80110 303794.4721 ph wwv.SSMirrgDesi�A¢atlaemm PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION dBt32 FOR 8 ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC PRELIMINARY NOT FOR CONSTRUCTION 0&1312018 scuE PR—.T NA9 - 1R.1—. D Y OR-- MEHPu: HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 Regency (—,PT" hprc;, REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 LANDSCAPE DETAILS 8 OF 10 (L103) TIPARAPET EL: 1 �TIIAAR.'A ll EL: IY 97.0• TIPAR�APET ELY pl'-p' irFMSHED FLOOR EL Ip }�TIPARAFET EL: I -r 3T'-6• VPARAPE7 EL: 14 92�.p• 7RM15HE0 FLOOR EL APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO ,EAST ELEVATION i/ 1Ra54 LUREv EL: 110 EL: IAO' -O' i/ TRASH ENQO.iURE FNSWED FLCOR,� EL: yT'-g•p EXTERIOR FINISH SCHEDULE NO. MATERIAL SPECIFICATION MATERIALS & TRANSPARENCY SUMMARY NO. MFR ENDICOTT BRI BRICK I SIZE: FACE BR" 213 BR -2 COLOR SIENNA IRDN5HOT VELOUR 12 GL -1 I -FR: ENDKATT BR -2 BRIG'. 2 SIZE: FACE BRICK 0.9 11-2 COLOR SIENNA DAM IRLN5POT VELOUR GLI GLAZING T IPE: I• CLEAR NSULATED rAASS 36B T -I TEMPERED PER CODE III MPR: PAC -CLAD M-1 METAL COPUG BRAKE METAL COLOR: SLATE GRAY MFR. WESTERN STATES METAL ROO'N` M-2 WEATHERED STEEL PRODUCT: 5HEET STEEL 24 GAUGE COLOR ANTk]IE RUSTIC PANT PRINT MFR- STO CORPORATION FF -I PANTED WAR) STIY.CO PRODUCT: HARD SW -CO COLOR SW 1521 FNISW: 6TOCOLOR LOTUSAN COATING I'M- KNO7IUOOD LLD -1 WOOD- LOO: ALU'D1M 1• X 3• BATTENS ORM14 FRAMED PANELS 6' DECKING BOARDS TO CLAD WINDOW FRAMES FN15H: DRFNIWD EAST FACADE - 2670 SF MATERIALS & TRANSPARENCY SUMMARY T E SOUTH ELEVATION 3/16• I' -O• NOTE: PLACEHOLDERS FOR SIGNAGE APE NOT APPROVED AS PART OF THIS SITE PLAN REVIEW. COMPLIANCE WITH APPLICABLE SIGN REGULATIONS WILL BE REVIEWED THROUGH BUILDING PERMIT APPLICATIONS OR THROUGH A FUTURE MASTER 566 PLAN !- oL EL: IAO' -O• G°�G3[��111 nMQG�3�I NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC are ac ue v, oo2xnolo ��osr�-,� mwlEcrwau�«: mwEcr no. HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 �$ Reg ne cy EL 9l'-5' Centers, REGENCY CENTERS 8480 ORCHARD RD. SURE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 .111 TIE BUILDING ELEVATIONS 9 OF 10 SOUTH FACADE - 3315 SF MATERIALS & TRANSPARENCY SUMMARY NO. MATERIAL SF % OF FACADE BR4 BRICK 1 105 213 BR -2 BR1LK 2 2313 12 GL -1 GLAZING 493 9.9 M-1 METAL 30 0.9 11-2 U.EATHEiED STEEL d 1.9 PF -I PAINTED WARD 5TUCC0 921 36B T -I TILE 22316.1 III WOOD3b 103 TOTAL 3315 REGENCY CENTERS 8480 ORCHARD RD. SURE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 .111 TIE BUILDING ELEVATIONS 9 OF 10 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO TUPARAPET IER4ED E4TUAP 4 P L, TI" Tl EL. �.11lclollll �I_A_IN_CiFE�D�ROLR ESL IpD -O T2 TRASH EN(L(><.AR hFNSTED FLOOR "EL: 91. 9• OWEST ELEVATION 4 3W t I -O° 4PET 71' O°v EXTERIOR FINISH SCHEDULE NO. MATERIAL SPECIFICATION MATERIALS & TRANSPARENCY SUMMARY NO. PFR: ENDICOTT BR -1 BRIO, 1 SIZE: FACE BPO 33 BR -2 COLOR. SENA IRON5POT VELOR L3 GL -I PFRENDICOTT BR 2 IO: BR2 SIZE: FACE BRICK O1 M-2 COLOR SENNA DAR: RONSPOT �ELCLR O] PF -I TYPE: I -CLEAR WAJLATED GLASS GL -I GLAZW TBPEFED PER CODE OB LLD -I MFR PAC -CLAD M -I PETAL COPING BRAIE FETAL COLOR SLATE GRAY PFR UESIEW 5TATES PETAL RL'FNG M 2 UEATHERED STEEL FR70001: 6 STEEL 24 GALCE COLOR ANTIQE RETIC PANT PRINT ffR STO CORPORATION PF -I PANTED RAM STUCCO PROU1CT: HAT) STUCCO COLOR SW 1521 SH: FN5T000LOR LOTU9AN COATFG MFR "FUME) LLD -I WOOD- LOOK ALtrlH" I' A Y BATTENS UTHN fi�NED PANELS b' DECKNG BOARD TO CLAD WTDQU FR4M5 FINISH, DRIFTWOOD NORTH ELEVATION 3 NOTE: PLACE14OLDER5 FOR SIGNAGE ARE NOT APPROVED AS PART OF THIS SITE PLAN RE\ IEW. C:OHPLIANCE WITH APPLICABLE SIGN REGULATIONS WILL BE RENEWED TFIPO G4 BUILDIW5 PERMIT APPLICATIONS OR THROWN A FUTURE MASTER 51GN PLAN [PRELMNA6RY7 NOT FOR CONSTRUCTION TA'.1RAPE/ EL 131'-6•Y STERLING GESIGN.SSGCIATES. uc W91E8�PEVNgN9 TIPARAPETti Nd 1 are owrmo n.- EL-- oracTPTTax: sR aw ssnurtN. No. x wTemTVAn. R. _ - orx�:maraaaRrn Nw a are w+wa R: ) ocx�s�: amasx ausRrK R - raa • WSF:. - 6EawTNox: - oexarmr - are svae MECCND FLg 00224@OU EL0 RToacruw.oe8 Aoe��Nn auswR uur.Tw Rae HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 Regency Centers. WEST FACADE - 2637 SF NO. MATERIALS & TRANSPARENCY SUMMARY NO. MATERIAL SF j Y. OF FACADE BR -I BF 81 33 BR -2 BRICK 2 33 L3 GL -I GLAZNG 136 21.9 M-1 PETAL 3 O1 M-2 UEATTERED STEEL 4 O] PF -I PANTED WIRD STUCCO IMM 5U T -I T-22 OB LLD -I 1000 404 53 TOTAL 2631 NORTH ELEVATION 3 NOTE: PLACE14OLDER5 FOR SIGNAGE ARE NOT APPROVED AS PART OF THIS SITE PLAN RE\ IEW. C:OHPLIANCE WITH APPLICABLE SIGN REGULATIONS WILL BE RENEWED TFIPO G4 BUILDIW5 PERMIT APPLICATIONS OR THROWN A FUTURE MASTER 51GN PLAN [PRELMNA6RY7 NOT FOR CONSTRUCTION TA'.1RAPE/ EL 131'-6•Y STERLING GESIGN.SSGCIATES. uc W91E8�PEVNgN9 TIPARAPETti Nd 1 are owrmo n.- EL-- oracTPTTax: sR aw ssnurtN. No. x wTemTVAn. R. _ - orx�:maraaaRrn Nw a are w+wa R: ) ocx�s�: amasx ausRrK R - raa • WSF:. - 6EawTNox: - oexarmr - are svae MECCND FLg 00224@OU EL0 RToacruw.oe8 Aoe��Nn auswR uur.Tw Rae HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 Regency Centers. REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 BUILDING ELEVATIONS 10 OF 10 I NORTH FACADE - 3171 SF NO. MATERIALS & TRANSPARENCY SUMMARY MATERIAL SF % OF FACADE DR -i BRICK 1 6l9 117 5R-2 BRICK 2 219 0.9 GL I GLAZNG 15 22b M-1 METAL 146 4b PF -1 PANTED HARD STUCCO 10% 34b T-1 TILE O OD W-1 11100D 315 39 TOTAL 3t11 REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 BUILDING ELEVATIONS 10 OF 10 I EXHIBIT 5: RENDERINGS Warm bronze colored window frames throughout i colorful decorative wall the Fixed glass behind upper- level bar Wall -painted sign �A�IEI�D C p L 0 R A D O — Folding glass windows at upper-level patio NO EEL owl -_ Planning Commission 13 Case No. WZ-I8-10 /Hacienda EXHIBIT 6: APPLICANT LETTER Sterling Design Associates, Ilc CIVIL ENGINEERS - LANDSCAPE ARCHITECTS Written Request & Description Date: 2018.04.09 To: Meredith Reckert, Senior Planner City of Wheat Ridge Community Development Department 7500 W. 29th Ave. Wheat Ridge, CO 80033 From: Wayne Sterling RE: SPECIFIC DEVELOPMENT PLAN Hacienda Colorado at 3298 Youngfield Street Wheat Ridge, CO 80033 Sterling Design Associates has prepared a Site Development Plan submittal on behalf of U.S. Retail Partners, LLC (Regency Centers, as Managers) for the development of a two -Story Hacienda Colorado Restaurant within the Applewood Village Shopping Center. The project intent is to redevelop this .b acre parcel previously used as a Bank Drive-Thru. The current zoning is PCD/Contemporary Overlay. The proposed restaurant use is consistent with approved uses within the shopping center. Vehicle access will be from a shared entry with Chili's to the South and an existing shared shopping center entry to the North of this site. The two existing access points from Youngfield directly into the parcel will be closed. The 9,500 square foot facility will include an outdoor mezzanine patio. The building design utilizes a variety of materials including brick face stone, wood, glass and stucco. Warm tones with rust -colored accents will create a southwest vernacular typical of Mexican Haciendas. The inclusion of a low retaining wall and refuse enclosure screen which match the building materials is consistent with the Applewood Shopping Center Development Guidelines. Utility mains within the shopping center provide adequate services to the site. The existing water main on the north side of the building will provide water service. Connection to the sanitary sewer main on the east side of the building will provide sanitary service. Storm drainage improvements include a new storm inlet proposed at the northeast corner of the site. Captured stormwater will be conveyed off-site to the existing water quality pond which has already been sized to accommodate water from this site. The site design provides an efficient, low -impact development that integrates with surrounding businesses. Improved, ample off-street parking is provided. The parking field in front of the Planning Commission 14 Case No. WZ-18-10 /Hacienda building will be re -constructed to improve vehicular circulation and its overall quality. The proposed on-site sidewalk configuration promotes a walkable environment with a connection point along Youngfield Street for a pedestrian friendly entrance to the Hacienda Colorado restaurant. The existing attached sidewalk along Youngfield Street will be removed and replaced with a detached sidewalk providing an amenity zone with street trees and pedestrian light poles to enhance the image of the street and to help separate the sidewalk from the roadway. New light pole fixtures on-site and within the right-of-way will be LED and will provide sufficient illumination for safety and security. Building placement promotes visibility from Youngfield Street and 1-70 immediately to the west. Landscaped areas will utilize turf and colorful and textural low water demand shrubs and trees. We look forward to your feedback and working with you in an attempt to develop an exceptional project for Hacienda Colorado and the City of Wheat Ridge. Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. 4300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com Planning Commission 15 Case No. WZ-18-10 /Hacienda City of W heat Rj:jge POSTING CERTIFICATION CASE NO. WZ-18-10 PLANNING COMMISSION DATE: June 21. 2018 (name) residing at -�2 2 C) C �, � Lra e �2 7 (ad dress) as the applicant for Case No. WZ-18-10 hereby certify that I have posted the Notice of Public Hearing at 3298 Youngfield Street r fk (location) on this 0 day of June and do hereby certify that said sign has been posted and remained in place for fifteen (15) days prior to and including the scheduled day of public hearing of this case. The sign was posted in the position shown on the map below. Signature: NOTE: This form must be submitted at the public hearing on this case and will be placed in the applicant's case file at the Community Development Department. MAP City Wheaoft-Midge PUBLIC POSTING REQUIREMENTS One sign must be posted per street frontage. 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O v Q c �u p v C 00 > > N U c N E ioa m a 0 m a s 4-J CL y ` 41 y v 4, s cc c o L C w cE a3 ai E c a c v c a O w 0 U 0 0 U-0 0 a U Q w O `) I I v N v � H � (C (B L � U N O L � � O O tio 4-J L Q 4.J (� O E U Q 0) C Q Q)a L E o Q CU 0 to 0 a - j O 4- bD O cd N N fl- i C U Q) Q C i f0 O ?� cu N4J Ec i C � U � N 0 4- O N cu O _ N n a U _N N O f0 V U � � bioO N N 4- i � + M N 3 0 c dA 4- 4-1 4 3 O C N N fB D Oa.+ N LL m N City of W heat Rdgc PUBLIC WORKS Memorandum TO: Scott Cutler, Planning Technician FROM: Dave Brossman, Development Review Engineer DATE: June 19, 2018 SUBJECT: WZ-18-10 / Hacienda, 3298 and 3244 Youngfield Street — Review 3 I have completed my Yd review for an amendment to a Specific Development Plan to construct a new restaurant building at the Applewood Village Shopping Center located at 3298 and 3244 Youngfield Street received on June 15, 2018, and I have the following comments: PLANNING & ZONING Specific Development Plan: All previous comments have been adequately addressed; the SDP is approvable from a PW standpoint. CIVIL ENGINEERING Drainage Letter: The Drainage Letter and Plan were previously approved during the 2nd review. Upon approval of the Civil Construction Plans a stamped (approved) copy will be returned. Civil Construction Plans: Initial, Interim, and Final Erosion & Sediment Control Plans: 1. Please include the following Note on each of the three sheets: "NOTICE TO CONTRACTOR: REFER TO THE STORMWATER MANAGEMENT PLAN (SWMP) FOR ADDITIONAL EROSION & SEDIMENT CONTROL REQUIREMENTS." Pole & Surface Mount Specification Sheets (Sheets SL3.2 and SL3.5): 1. Please specify the GE Evolve head color as being BLACK on the cut sheets for the streetlights. Electrical ROW Site Plan: 1. See inconsistency on the Exterior Light Control detail (both should be north). Upon completion of the above corrections, provide signed and sealed copies for approval. Hacienda -3244-3298 Youngfield_Review-3.docx City of Wheatiidge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. June 21, 2018 Wayne Sterling Sterling Design Associates 2009 W. Littleton Blvd, Suite 300 Littleton, CO 80120 Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Re: Specific Development Plan Amendment for Applewood Village Shopping Center Mr. Sterling: This letter is in regards to the third submittal filed for approval of a Specific Development Plan Amendment application for property located at 3298 and 3244 Youngfield Street. I have reviewed your submittal and all Planning comments have been addressed. General Comments 1. Please note that additional reviews may need to take place after the June 21, 2018 Planning Commission hearing to satisfy any outstanding comments from Public Works regarding the civil construction documents and striping plans. 2. Minor modifications will be required on the SDP document due to comments from Public Works. Continue to work with staff after the hearing to produce a recordable SDP document. Wheat Ridge Public Works: See attached comments and redlines from Dave Brossman dated June 19, 2018. There are comments regarding the civil construction plans including the Electrical ROW Site Plan and the Pole & Surface Mount spec sheets. Striping Plan (comments provided by Steve Nguyen, Engineering Manager) 3. The proposed left turn bay into the southern entrance will need to be reduced a bit to preserve the needed space for the northbound left turn queue at the I-70 on-ramp. Refer to redlines. 4. It appears that the proposed island at the southern entrance to deter illegal left turns is too small to deter such a move. Increase the size of the island. (This change will need to be reflected on the final SDP document as well as the civil documents) West Metro Fire Protection District: As of June 15, 2018, West Metro finds the revised truck access plans to be acceptable. This concludes the summary of comments. For questions or clarification on any comments, please feel free to directly contact me or Dave Brossman. Please resubmit digital copies of the SDP amendment in a .pdf file, and the supplementary documents in separate files. ww�%.ci.wheatridge.co.us Sincerely, Scott Cutler Planner I cc: W7-18-10 case file Tom Metzger, Regency Centers Case No. WZ-18-10 /Hacienda City of Or WheatK dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 LETTER NOTICE (As required pursuant to Code Section 26-109.1)) June 7, 2018 Dear Property Owner / Current Resident: This is to inform you of Case No. WZ-18-10, an application filed by US Retail Partners, LLC for approval of a Specific Development Plan for a restaurant for property located at 3298 Youngfield Street. This request is scheduled for public hearing in the Council Chambers of the Municipal Complex at 7500 West 29th Avenue. The schedule is as follows: Planning Commission June 21, 2018 0i) 7:00 p.m., As an area resident or interested party, you have the right to attend this Public Hearing and/or submit written comments. If you have any questions or desire to review any plans, please contact the Planning Division at 303-235-2846. Thank you, City of Wheat Ridge Planning Division Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. If you need inclusion assistance, please call Sara Spaulding, Public Information Officer, at 303-235-2877 at least one week in advance of the meeting www.cLwheatridge.co.us FIRSTBANK OF WHEAT RIDGE S & J LLC SWA WHEAT RIDGE LLC 12345 W COLFAX AVE 12600 W 32ND AVE 25201 CHAGRIN BLVD 380 LAKEWOOD CO 80215 WHEAT RIDGE CO 80033 BEACHWOOD OH 44122 U S RETAIL PARTNERS LLC REGENCY CENTERS CORPORATION PO BOX 790830 SAN ANTONIO TX 78279 City of Wheat Ridge PUBLIC WORKS Memorandum TO: Scott Cutler, Planning Technician FROM: Dave Brossman, Development Review Engineer DATE: June 1, 2018 SUBJECT: WZ-18-10 / Hacienda, 3298 and 3244 Youngfield Street — Review 2 I have completed my 2°d review for an amendment to a Specific Development Plan to construct a new restaurant building at the Applewood Village Shopping Center located at 3298 and 3244 Youngfield Street received on May 15, 2018, and I have the following comments: PLANNING & ZONING Specific Development Plan: 1. The following comments pertain to the Overall Site Plan (Sheet 2 of 10): a. After discussions with the City traffic engineers and the Directors of both Public Works and Community Development, it has been decided that the proposed full -access entrance on the south must be reduced to a Right-In/Right-Out only. The proposed full movement access at that location will impede the functionality of the eastbound (left) turn lane to W. 32°d Avenue and Youngfield, meaning that if left turns onto Youngfield from the subject property it will cause degradation of the intersection. Accident information for the area was also included in our discussion, and that information depicts a significant number of accidents occurring on northbound Youngfield St., between W. 32nd Avenue and W. 38d' Avenue. With all this in mind a full movement access was deemed to be unsafe, and a Right-In/Right-Out must be implemented. b. Need to add a left -turn limiting island on the south Youngfield access. Per the outcome of the meeting between Regency Centers and the City of Wheat Ridge held on June 1, 2018, the proposed full -access entrance on the south must be reduced to a 3/4 movement only (no left out). c. Northerly access remains Right-In/Right-Out only as currently shown. d. The proposed striping and markings on Youngfield needs to be revised to reflect the % movement. 2. The following comments pertain to the Site Plan (Sheet 3 of 10): a. Need to add a left -turn limiting island on the south Youngfield access. b. In the Schedule Notes: i. In Keynote #5: Hacienda -3244-3298 Youngfield_Review-2.docx Public Works Engineering June 1, 2018 Page 2 Public Works recommends a min. of 1.0' from the property line and the back of walk to allow adequate room to place concrete forms needed for proper future maintenance by the City. CIVIL ENGINEERING Drainage Letter: The Drainage Letter and Plan have been approved. Upon approval of the Concept Grading Plan a stamped (approved) copy will be returned. Civil Construction Plans: Concept Grading Plan: 1. GENERAL COMMENTS: Please note the following (previous) comments pertaining to the proposed retaining wall by the entry walk: a. Due to an imbalance in fill, a Retaining Wall Building Permit may be required. Please contact the City of Wheat Ridge Building Division at 303.235.2876 for Permit information. b. Due to the proximity to the sidewalk, please be advised that a handrail may be required for those areas deemed by the City inspector to be hazardous to pedestrians. 2. Please provide grade percent's from sidewalk (above vertical curbing and landscaped area as shown) down to the at -grade, ADA -accessible sidewalk on the south side of the restaurant as previously requested. Storm Sewer Plan & Profile: 1. The Storm Sewer Plans & Profile have been approved. Upon approval of the Concept Grading Plan a stamped (approved) copy will be returned. Hacienda -3244-3298 Youngfield_Review-2.docx I IV' `� City of " �Wh6atlj�dge 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 June 4, 2018 Wayne Sterling Sterling Design Associates 2009 W. Littleton Blvd, Suite 300 Littleton, CO 80120 Re: Specific Development Plan Amendment for Applewood Village Shopping Center Mr. Sterling: This letter is in regards to the Specific Development Plan Amendment application for property located at 3298 and 3244 Youngfield Street. I have reviewed the second submittal of the amendment and have the following comments. Please also refer to the enclosed redlined copy of the draft documents. General Comments 1. The scheduled Planning Commission public hearing is on Thursday, June 21, 2018 at 7:00pm. You or a representative are required to attend the public hearing. A public hearing notice sign must be posted on the property no later than Thursday, June 7. The sign and posting certification form is available for pickup at the Community Development Department. Fire Truck Access Plan 2. Please submit a revised fire truck access plan using a vehicle with West Metro's specifications (see attached diagram). The City believes both the north and south entrances can be utilized by the fire truck without having to create a complicated pathway through the parking lot. Staff also believes that in the event of an emergency, the right lane of Youngfield Street can be utilized for fire truck staging. Page 2 (Overall Site Plan) 3. Refer to the Public Works comments and redlines regarding access. City Staff met with Regency Centers on June 1, 2018 regarding access onto Youngfield Street and future requirements not pertaining to the Hacienda submittal. a. The southerly entrance should be changed to a 3/ movement. b. The left -turn limiting islands should be able to accommodate a fire apparatus meeting West Metro specifications (see attached). c. Revise striping as necessary to reflect the 3/ movement. Page 3 (Site Plan) 4. Modify the site plan details (stop sign, drive aisle arrangement, etc.) accounting for the3/4 movement entrance. www.ci.wheatridge.co.us Pages 9 & 10 (Elevations) 5. Mountain artwork shown in the exterior renderings should be included in the SDP elevations and materials table if it is to be included. 6. The door locations on the north and east elevations do not match the door locations on the site plan. For example, on the site plan, two doors are shown, but on the elevations, three doors are shown. The trash enclosure on the east elevation does not match the location of the trash enclosure on the site plan; it appears it should shift to the right on the elevation drawing. The application was also sent on referral to other Public Works and West Metro Fire Protection District. Attached are the comments that were received. Wheat Ridge Public Works: See attached comments and redlines from Dave Brossman dated June 1, 2018. The Drainage Letter and Plan have been approved, as well as the Storm Sewer Plans and Profile. Please contact Public Works directly if there are questions about Youngfield access. West Metro Fire Protection District: See attached comments from Bruce Kral dated May 15, 2018. The turning diagram submitted does not use a vehicle with West Metro specifications and does not address the drive aisle just to the south of the restaurant. Once a revised site plan and turning diagrams are received, I will send a referral to West Metro. This concludes the summary of comments. For questions or clarification on any comments, please feel free to directly contact me or Dave Brossman. Please resubmit digital copies of the SDP amendment in a .pdf file, and the supplementary documents in separate files. 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I I -*} + • Ma ' 1 4r Z2 - e s _ 'C + C � - -- � �� -' moi`•-- _�_- f 3 � - .Ja-III Lam. :9 IXi i t : I i :5':: I�.. ;-.• ,� !� .: __ Sterling Design Associates, Ilc Date: 5/14/2018 Project: Applewood, Hacienda Colorado To: City of Wheat Ridge, Community Development Dept 7500 W. 29th Ave, 2nd Floor Wheat Ridge, CO 80033 Attn: Scott Cutler, Planner I Re: 2nd SDP Submittal Cc: Tom Metzger, Regency Centers Via: For: Overnight Delivery x Mail Your Use x Comment Approval x Copies: Description: Submittal Hardcopies- Signed Drainage Letter & Storm Sewer Plan & Profile CD- response letter, .pdf files of the SDP Amendment Plan Set (Cover Sheet, Overall Site Plan, Site Plan, Site Details, Photometric Plan, Landscape Plans, Building Elevations), .dwg of the SDP Site Plan, exhibits (Roadway Striping, Exterior Renderings, Fire Truck Access Plan, Topographic Exhibit, Utility Plan, Conceptual Grading Plan, Roadway Details -Public), drainage- Letter & Storm Sewer Profile Comments: Please let me know if there's By: Wayne Sterling additional information needed. Thanks. Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com Scott Cutler From: Pulciani, Dustin <Dustin.Pulciani@centurylink.com> Sent: Monday, April 30, 2018 4:46 PM To: Scott Cutler Subject: RE: WZ-18-10 Referral Scott, CenturyLink has no objections to the proposed application. Thanks Dustin Pulciani, ROW Agent CenturyLink 700 W. Mineral Ave., Littleton, CO 80120 Cell: 720-520-3133 Dustin.Pulciani@centurylink.com CenturyLink- Stronger Connected' From: Scott Cutler[mailto:scutler@ci.wheatridge.co.usj Sent: Wednesday, April 11, 2018 9:36 AM To: Pulciani, Dustin<Dustin.Pulciani@centurylink.com> Subject: WZ-18-10 Referral Dustin, The Wheat Ridge Community Development Department has received a request for approval of an amendment to a Specific Development Plan (SDP) at 3298 and 3244 Youngfield Street (Case No. WZ-18-10). Please download the application documents using the following Dropbox link. Link: https://www.dropbox.com/sh/tnhygoc18ac48zc/AABd3oBD66U9lL2DghWHYgraa?dl=0 Comments are due by April 30, 2018; no response from you will constitute having no objections or concerns. Feel free to be in touch with any additional questions. Thank you, Scott Please note you will need Adobe software to view the application submittals. The latest version of Adobe Reader can be downloaded here: http://get.adobe.com/reader/ Scott Cutler Planner 1 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2849 Fax: 303-234-2849 www.ci.wheatridge.co.us City of `Vi1% heat R COMMUNITY DivFI_0PMrNT CONFIDENTIALITY NOTICE: This e-mail 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 original message from your computer, and any network to which your computer is connected. Thank you. This communication is the property of CenturyLink and may contain confidential or privileged information. Unauthorized use of this communication is strictly prohibited and may be unlawful. If you have received this communication in error, please immediately notify the sender by reply e-mail and destroy all copies of the communication and any attachments. C(::10:�NSOLIDATED mutual water April 30, 2018 City of Wheat Ridge Planning Department Mr. Scott Cutler 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Re: WZ-18-10 Referral Dear Mr. Cutler, This letter will acknowledge receipt of your correspondence dated April 11, 2018, regarding the above referenced project. Please be advised that the property is in an area served by The Consolidated Mutual Water Company (Company). The existing property is currently receiving domestic water from the Company. See the attached map for the existing water service and infrastructure information. Domestic water service may continue to be provided to the property subject to compliance with the Company's rules, regulations and requirements for such service. The Applicant must speak with both the Company's Tap Administrator (to discuss a change of use application) and the Engineering Department (to discuss water infrastructure). If you should have any questions or comments regarding this correspondence, please contact this office. Sincerely, 4$ z -- Andy Rogers Vice President of Engineering & Distribution /hh Cc: Bruce Kral, West Metro Protection Fire Marshall John Boyle, CMWCo President Kim Medina, CMWCo Tap Administrator CMWC Utility Map 4/27/2018, 3:23:19 PM 1:1,128 Air Vac Blow -off -- Active 0 0.0075 0.015 0.03 mi 0 0.015 003 0.06 km - Abandoned; Out of Service; Proposed; Retired Copyright nearmap 2015 Check Valve Consolidated Mutual Water Company INFORMATION PROVIDED ON THIS MAP IS INTENDED TO BEAN OVERVIEW OF SYSTEM FACILITIES AND IS NOT TO BE L6 ED FOR DESIGN AND CONSTRUCTION PURPOSES. ACTUAL LOCATION OF ANY FACILITY MUST BE FI ELD-VERIFIED. Scott Cutler From: Woodruff, Clayton < Clayton.Wood ruff@ RTD- Denver.com > Sent: Thursday, April 19, 2018 8:14 AM To: Scott Cutler Subject: WZ - 18 - 10 Referral 3298 and 3244 Youngfield St. Scott, The RTD has no comments regarding the above mentioned project. It appears that the project will not impact our existing bus stop along Youngfield. Thank you, C. Scott Woodruff Engineer III Regional Transportation District 1560 Broadway, suite 700 FAS -72 I Denver, CO 80202 o 303.299.2943 1 m 303.720.2025 Clayton.wood ruff(Mcl-denver.com 433 S. Allison Parkway Lakewood, CO 80226 Bus: (303) 989-4307 Fax: (303) 989-6725 www.westmetrofire.org West Metro Fire Protection District April 16, 2018 Scott Cutler Planning Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2849 scutler&i.wheatridge.co.us Re: Case No. WZ-18-10 (3298 Youngfield Street) Hacienda Dear Mr. Cutler, This property is within the West Metro Fire Protection District (WMFPD). Fire service will be provided as long as provisions of the International Fire Code, 2012 edition, including amendments, are met in development. Proposed fire apparatus access must include a computer generated turn study confirming that fire apparatus with West Metro specifications can maneuver the drive aisle from the SW entrance, heading immediately north to the drive aisle adjacent to the building and then east to the drive aisle and then north The drive aisle south of the proposed structure will be functioning as the required aerial access for buildings over 30' in height. The existing fire hydrants are acceptable to meet the required fire flow. The building's fire department connection (FDC) must be within 50-100' of a fire hydrant. The FDC must be visible from the east side of the building. Building plans must be submitted to the WMFPD to be assessed for required fire protection features. Permits are required from the fire district for the new building, all work on automatic fire protection systems, all work on automatic fire detection systems, underground fire line, solar photovoltaic systems, radio amplification, and for the storage of hazardous materials including painting operations. WMFPD reserves the right to provide additional comments/requirements at the time when plans are submitted and reviewed per applicable codes and amendments. If you have any questions contact me at 303-989-4307 extension 513 or e-mail: bkralna.westmetrofire.ore. Respectfully, Bruce Kral Fire Marshal "Whatever It Takes "... To Serve XcelEnerg Right of Way & Permits 1123 West 3`d Avenue PUBLIC SERVICE COMPANY Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303. 571. 3284 donna.l.george@xcelenergy.com April 30, 2018 City of Wheat Ridge Community Development 7500 West 29th Avenue Wheat Ridge, CO 80033 Attn: Scott Cutler Re: Hacienda, Case # WZ-18-10 Public Service Company of Colorado's (PSCo) Right of Way & Permits Referral Desk has reviewed the site plans for Hacienda. Please be aware PSCo owns and operates existing natural gas and electric distribution facilities within the proposed project area. The property owner/developer/contractor must complete the application process for any new natural gas or electric service, or modification to existing facilities including relocation and/or removal via FastApp-Fax-Email-USPS (go to: https://www.xcelenergy.com/start, stop, transfer/new construction service activation for builders). 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 for new facilities. 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. Should you have any questions with this referral response, please contact me at 303- 571-3306. Donna George Right of Way and Permits Public Service Company of Colorado City Of W heat "dge PUBLIC WORKS Memorandum TO: Scott Cutler, Planning Technician FROM: Dave Brossman, Development Review Engineer DATE: April 27, 2018 SUBJECT: WZ-18-10 / Hacienda, 3298 and 3244 Youngfield Street I have completed my review for an amendment to a Specific Development Plan to o construct a new restaurant building at the Applewood Village Shopping Center located at 3298 and 3244 Youngfield Street received on April 11, 2018, and I have the following comments: PLANNING & ZONING Specific Development Plan: The following comments pertain to the Overall Site Plan (Sheet 3 of 12): a. Per the analysis by Wheat Ridge (see attached e-mail and exhibit): i. The northerly entrance needs to be right-in/right-out only. ii. The northerly entrance width needs to be decreased to meet City - standards for commercial driveways (35' max.). PW recommends aligning the curb & gutter of the island with the curb & gutter to the east to create a logical drive aisle. iii. Provide a left -turn prohibiting "pork chop" for the northerly entrance. iv. Add landscaping in the widened "island" created by narrowing the entrance. b. The southerly entrance can be shown as a "Full Movement Access" c. To accommodate the full movement access the pavement markings within Youngfield Street will need to be modified. Please provide an engineered Striping Plan for review and approval with the next submittal. 2. The following comments pertain to the Site Plan (Sheet 4 of 12): a. In the plan view, PW suggests moving the stop sign at the southerly entrance a hair south on the plan sheet so it is visible (it's currently partially hidden by the property line). b. In the Schedule Notes: i. In Keynote #5: 1. Since the amenity zone appears to vary in width and there is no other info on the details, PW suggests Hacienda -3244-3298 Youngfield_Review-I Public Works Engineering April 27, 2018 Page 2 providing some guidance as to the placement of the 8' detached sidewalk such as, "...CONSTRUCTED 1.0' WEST OF THE PROPERTY LINE". 2. Replace the word "SITE" with the word "ROADWAY" to remain consistent with the sheet title. ii. In Keynote #12, the crosswalk striping width needs to be 24" (2') to be in compliance with City standards. For the Landscape Plan (Sheet 8 of 12), there is a tree along Youngfield Street that appears a bit too close to the proposed pedestrian light. PW suggests moving the pedestrian light to the north a couple feet and sliding the tree to the south a couple feet. CIVIL ENGINEERING Drainage Letter: The Drainage Letter and Plan are approvable with engineer's seal and signature. Please provide a signed and sealed hardcopy and PDF scan for approval with the next submittal. Civil Construction Plans: Concept Gradin Plan: 1. Please note the following comments pertaining to the proposed retaining wall by the entry walk: a. Due to an imbalance in fill, a Retaining Wall Building Permit may be required. Please contact the City of Wheat Ridge Building Division at 303.235.2876 for Permit information. b. Due to the proximity to the sidewalk, please be advised that a handrail may be required for those areas deemed by the City inspector to be hazardous to pedestrians. 2. Please provide grade percent's from sidewalk (above vertical curbing) down to at -grade, ADA -accessible sidewalk on the south side. Storm Sewer Plan & Profile: 1. Plans are approvable with engineer's seal and signature. Please provide a signed and sealed hardcopy and PDF scan for approval with the next submittal. Traffic Engineering (from Steve Nguyen, Engineering Manager): 1. Please be advised that PW will have additional comments forthcoming from the Engineering Manager pertaining to traffic, access, and striping along Youngfield Street. These comments will be returned upon review of the next submittal. Hacienda -3244-3298 Youngfield _Review- 1 - City of 4KWheatj_ jd c COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. May 1, 2018 Wayne Sterling Sterling Design Associates 2009 W. Littleton Blvd, Suite 300 Littleton, CO 80120 Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Re: Specific Development Plan Amendment for Applewood Village Shopping Center Mr. Sterling: This letter is in regards to the Specific Development Plan Amendment application for property located at 3298 and 3244 Youngfield Street. I have reviewed the first submittal of the amendment and have the following comments. Please also refer to the enclosed redlined copy of the draft documents. General Comments 1. Pages 2 (ALTA survey) and 6 (Roadway Details — Public) can be removed from the SDP plan set. Update the page numbers in the bottom right corners. Cover Sheet (Page 1) 2. The Sheet Index should be revised once the pages noted above are removed. 3. Add the Case History numbers as shown on the redlined copy of the draft documents. Page 2 (ALTA Survey) 4. Remove this sheet. The ALTA is a helpful exhibit but not part of the recorded SDP plan set. Page 3 (Overall Site Plan) 5. Site Data Table comments are included on this page in the redlined document. Specific site plan comments are included on Page 4 (Site Plan). 6. Refer to the Public Works comments regarding access. Please note that Public Works will have additional comments forthcoming from the Engineering Manager pertaining to traffic, access, and striping along Youngfield Street. a. The access drive at the north end of the site is shown as 48.5 feet wide, which far exceeds the commercial maximum of 35 feet. A right-in/right-out movement is required at this intersection. The drive edge should be aligned with the existing edge of curb of the Smashburger building, which would make the drive approximately 35 feet wide with a center pork -chop, preventing left turn motions. b. The southerly entrance can be shown as a full movement access. 7. Simplify the site data and parking table: a. Remove the "Existing Site Data" table under "Parking Analysis." The parking analysis does not need to include data for the entire shopping center. b. Show parking removed vs. parking proposed with this SDP (net gain of 7 spaces). www.ci.wheatridge.co.us c. Refer to the provided Amendment #11 (Starbucks) document for a good example of a simplified, regional SDP amendment site data table. Amendment #14 (Applewood North) also better follows the City's standard site plan data table format. S. This SDP amendment is an isolated portion of the site, so it is appropriate to only include the required/provided parking for the Hacienda building. At the required rate of 4 spaces/1,000sf, 38 spaces would be required for exclusive use of the restaurant. Because the parking lot is partially shared with Chili's and tenants in the building to the east, a regional parking analysis can be provided as opposed to one for the entire shopping center. One line of the table can state the overall parking for the shopping center, showing the net gain in 7 spaces; this should only be included if modified existing numbers taking into account the parking changes made in Amendment # 14 are available. 9. Is there a shared/assigned parking arrangement with Chili's and the other tenants? Will spaces be assigned? If a valet service is proposed, include the location of the kiosk in the site plan and note the location and quantity of off-site spaces. 10. Add a note on the parking area to the southeast stating future circulation changes will occur in this area as part of future SDP amendments. Page 4 (Site Plan) 11. A "no left turn" sign is shown for the southerly drive. This can be removed from the stop sign. Page 5 (Site Details) 12. If there is a higher -quality version of the hoop rack diagram, please provide. Page 6 (Roadway Details) 13. Provide these sheets as a separate exhibit; remove the whole page from the SDP document. The cut sheets are too small to record and are not required as part of the SDP packet itself. Page 8 (Landscape Plan) 14. Landscaping should be added in the small area gained by narrowing the northern drive. 15. A tree appears to conflict with a pedestrian light. The light can potentially be moved a couple of feet north, or toward the sidewalk (as long as the post does not impede on the sidewalk). Pages 11 & 12 (Elevations) 16. Please provide color reductions of the elevations as an exhibit with the second submittal. 17. Please provide more detailed structure dimensions (overall building height, width of building portions, floor -to -floor heights, roll -up door heights). 18. Elevation material labels are insufficient (such as "stone veneer" and "wood"). Provide a schedule table with the exterior finish information such as the specs for masonry (size, manufacturer, texture, color name), paint color manufacturers and names, etc. 19. The elevations provided do not appear to meet the commercial building requirements in Chapter 4 of the Architectural & Site Design Manual (ASDM). All four sides of the building are visible from a street or public space and must adhere to the ASDM requirements for new construction. a. Material or pattern changes must take place every 12 feet of wall height. A change in material must be at least 1 foot in height. The blank walls of the back -of -house portion of the building do not meet this requirement. At a minimum, a 1 -foot band of the stone veneer with a different pattern is required on this portion of the building. Case No. WZ-18-10 /Hacienda b. Hard coat stucco is permitted as a primary material. However, textured EIFS may not exceed 25% of any facade. Please clarify the type of stucco and/or EIFS. If EIFS is proposed, the total amount for each fagade would need to be reduced to under 25%. c. On the east elevation (facing the Orangetheory building, 3244 Youngfield) the entire wall is blank with no material variation or transparency. Understanding that this portion of the building is back -of house (kitchen, storage, etc.), staff recommends providing clerestory windows towards the top of the wall and/or bands of different materials. 20. Add the following note regarding signage: "Placeholders for signage are not approved as part of this site plan review. Compliance with applicable sign regulations will be reviewed through building permit applications or through a future master sign plan." 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 April 27, 2018. Please note that Public Works will have additional comments forthcoming from the Engineering Manager, Steve Nguyen, pertaining to traffic, access, and striping along Youngfield Street. An engineered Striping Plan will be required with the next submittal. Wheat Ridge Building Division: No comments. Wheat Ridge Economic Development: The submittal does not conflict with the I-70/Kipling Corridors Urban Renewal Plan. Wheat Ridge Police Department: No comments. West Metro Fire Protection District: See attached comments from Bruce Kral dated April 16, 2018. Please provide a turn study as an exhibit for the second submittal. Northwest Lakewood Sanitation District: No comments. Consolidated Mutual Water District: See attached comments and map from Andy Rogers dated April 30, 2018. Regional Transportation District: No concerns. It appears that the scope of work will not affect the existing bus stop on Youngfield Street. Xcel Energy: See attached comments from Donna George dated April 30, 2018. Century Link: No comments. Comcast: No comments. This concludes the summary of comments. For questions or clarification on any comments, please feel free to directly contact me or Dave Brossman. Please resubmit digital copies of the SDP amendment in a .pdf file, and the supplementary documents in separate files. Case No. W7-18-10 /Hacienda Sincerely, 5�11� Scott Cutler Planner I cc: KZ -18-10 case file Tom Metzger, Regency Centers Case No. WZ-18-10 /Hacienda City of Community Development W heat I��1C�' C 7500 West 29th Avenue COMMUNr►Y DEVEL013MENT�' Wheat Ridge, Colorado 80033 Ph: 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date Mailed: April 11, 2018 Response Due: April 30, 2018 The Wheat Ridge Community Development Department has received a request for approval of an amendment to a Specific Development Plan at 3298 and 3244 Youngfield Street. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: WZ-18-10 / Hacienda Request: The applicant is requesting approval of an amendment to a Specific Development Plan (SDP) to construct a new restaurant building at Applewood Village Shopping Center. The existing former Wells Fargo drive-thru ATM will be demolished as part of this development, and the two-story restaurant building will take its place. The existing parking lot between the Wells Fargo and Chili's building will be reconfigured with additional landscape islands. The three existing curb cuts to Youngfield Street from the parking lot/drive-thru area will be removed, and a new curb cut will be created further south toward the Chili's building. A detached sidewalk and landscape buffer will be added along Youngfield Street. The existing bus stop will remain. 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: Scott Cutler Phone: 303.235.2849 Email: scutler@ci.wheatridge.co.us Fax: 303.235.2849 DISTRIBUTION: Consolidated Mutual Water District Northwest Lakewood Sanitation District West Metro Fire District Xcel Energy Comcast Cable Century Link Regional Transportation District Wheat Ridge Police Department Wheat Ridge Public Works Wheat Ridge Building Division Wheat Ridge Economic Development AO f• _ is to •�r � .. �. v 4 tl R• � W 1 �= • • APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S„ R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO CIVIL ENGINEER SURVEYOR PROPERTY OWNER VICINITY MAP STERLING DESIGN ASSOCIATES, LLC FLATIRONS, INC. REGENCY CENTERS SITE DETAILS (PRIVATE) 2009 W. LITTLETON BLVD. 0300 855 FOURTH AVE. 8480 EAST ORCHARD ROAD, SUITE 8800 PHOTOMETRIC PLAN LITTLETON. CO 80120 LONGMONT, CO 80501 GREENWOOD VILLAGE, C080111 PLANT LIST & NOTES (303) 7944727 303-778-1733 (303) 3045335 BUILDING ELEVATIONS CONTACT: JOSEPH SCHIEL, PE CONTACT: JOHN B. GUYTON CONTACT: TOM METZGER LANDSCAPE ARCHITECT ARCHITECT DEVELOPER STERLING DESIGN ASSOCIATES, LLC : ARIA GROUP ARCHITECTS, INC. REGENCY CENTERS 2008 W. LITTLETON BLVD. $300 830 NORTH BLVD. 8480 EAST ORCHARD ROAD, SUITE 8900 LITTLETON, CO 80120 OAK PARK IL 80301 GREENWOOD VILLAGE, CO 00111 (303) 794.4727 (708) 445-8400 (303)300-5335 CONTACT: MIKE HAAF, RLA CONTACT: ILIAS SAOUKBAEV CONTACT: TOM MERGER O W 8� a LL J< cQJ I T NORTH 1-i000' 1000' CASE HISTORY CHARACTER OF DEVELOPMENT IT IS THE INTENT OF REGENCY CENTERS, L.P. TO REDEVELOP A PORTION OF THE APPLEWOOD VILLAGE SHOPPING CENTER INTO A HACIENDA COLORADO RESTAURANT, WITH ASSOCIATED DRIVE, PARKING, AND LANDSCAPE AREAS. THE PROPERTY IS WITHIN THE 'CONTEMPORARY OVERLAY DISTRICT' WHICH REQUIRES A 8-20' BUILD -TO LINE WHERE BUILDINGS ARE ADJACENT TO PUBLIC STREETS. UTILITIES WILL BE PROVIDED TO THE NEW RESTAURANT FROM EXISTING UTILITY MAINS WITHIN THE SHOPPING CENTER. ANEW STORM SEWER STUB IS PROPOSED TO CONVEY STORMWATER RUNOFF TO THE EXISTING DETENTION AND WATER QUALITY POND W THE SOUTHEAST CORNER OF THE SHOPPING CENTER. AS PART OF THE PROJECT, TWO EXISTING ACCESS POINTS ON YOUNGFIELD AVENUE ARE PROPOSED TO BE RECONSTRUCTED AND TWO EXISTING ACCESS POINTS ARE PROPOSED TO BE REMOVED, THE PARKING AREA TO THE SOUTH OF THE PROPOSED RESTAURANT WILL BE RECONFIGURED TO ALLOW FOR VEHICULAR PARKING AND ACCESS WITHIN THE SHOPPING CENTER. APROPOSED ON-SITE SIDEWALK AND WALKWAY CONNECTION TO THE YOUNGFIELD STREET SIDEWALK WILL PROMOTE A PEDESTRIAN FRIENDLY ENTRANCE TO THE HACIENDA RESTAURANT. LANDSCAPEAREAS WILL UTILIZE COLORFUL AND TEXTURAL LOW WATER DEMAND PLANTINGS AND TREES. SITE SIGNATURE BLOCKS SHEET INDEX I OF 12 COVER SHEET I OF I TOPOGRAPHIC SURVEY 3 OF 12 OVERALL SITE PLAN 4 OF 12 SITE PLAN 5 OF 12 SITE DETAILS (PRIVATE) 60F 12 SITE DETAILS (PUBLIC) 7 OF 12 PHOTOMETRIC PLAN 8 OF 12 LANDSCAPE PLAN 90F 12 PLANT LIST & NOTES 10 OF 12 LANDSCAPE DETAILS I I OF 12 BUILDING ELEVATIONS 12 OF 12 BUILDING ELEVATIONS OWNER'S CERTIFICATE THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED ASA PLANNED DEVELOPMENT IN ACCORDANCE WITH THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REWIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS SPECIFIC DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE CODE OF LAWS. TOM METZGER FOR REGENCY CENTERS, L.P. STATE OF COLORADO ) ) SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D. 20_ BY WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOTARY PUBLIC SURVEYOR'S CERTIFICATE I, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF APPLEWOOD SHOPPING CENTER WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. SIGNATURE COUNTY CLERK & RECORDER'S CERTIFICATE STATE OF COLORADO ) )SS COUNTY OF JEFFERSON ) I HEREBY CERTIFY THAT THIS PLAN WAS FILED W THE OFFICE OF THE COUNT CLERKAND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO, AT O'CLOCK .M. ON THE DAY OF A.D., IN BOOK J PAGE_ RECEPTION NO. JEFFERSON COUNTY CLERKAND RECORDER BY: DEPUTY PLANNING COMMISSION CERTIFICATION APPROVED THIS DAY OF BY THE WHEAT RIDGE PLANNING COMMISSION. CHAIRPERSON CITY CERTIFICATION APPROVED THIS—DAY OF —By THE CITY OF WHEARIDGE. ATTEST CITY CLERK MAYOR COMMUNITY DEVELOPMENT DIRECTOR 0 Ste -Hing Design Associates, Ilc CIVIL ENGINEERS . LANDSCAPE ARCHITECTS 2009 W.I.M. n 8W. 0300 IRHe[on, CO 80120 303-794.4727ph wN«.se�Hl�Den�:ocN3�uom PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P E. COLORADO REGISTFATION 4833E FOR R ON 9EHALF OF STERLING DESIGN ASSOGATES, LLC G°�G�3CL��iI�NARV NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC Ism1 REASpNS NO.: 1 DATE:N 18 BY: JGS DESCRIPTION'. ISI SOP 6U&AT1K DESCRIPTON. DESCRIPOON'. NO a DATE'. SY; OBCRIPTION: NO: 5 DATE: - BY: . DESCRIPTION. . NOs GATE DESCRIPTON - DATE 0410912018 - PROJECTMMIAGER. PROJECTN J138 DNAWNSY'. DAANINGFILE AJY RcuKT HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 Regency Centers. cus+r. REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 R EETTIR COVER SHEET SNEETNUNffii; 1 OF 12 •' 'p1N0 1-t/2' UT PoM�SJl tygg (5'17 I V I + j. 10.22'- +Tm)!~ RNV 11E". 5��() 8' PVC �INIVV IN: rSS.10r' g(NE)24* 24P C TOPOGRAPHIC EXHIBIT I NOFl p�STOWGRA Ps f51ATEELEV6.516,30' EA I 1 '�•r, a KUI9NUY CAP, elEpBlE ONSITE •.. ` INV 01Ja5514.78' (S) 12' CPP INV IN: 5504.95' (10 18' CLAY �1-Rmt ,� n -V ) ml 1Km) M YCHMARK, ELEW 5519.20' - INV OUT: 5504.91' (E) IB' CLAY - - '•„ t F.f.E: 5510. 38'N0. i „r PSC° EASEMENT ' REG. N0. 88084188) -t _ A - " A PORTION OF PORTION OF LAND LOCATED IN THE NORTHWEST QUARTER r` I I ` COLUMNS (TYP.) J (THRESHOLD) ;, r A� I , s ui OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P. M. , 1SEWER 908,Em l9) r SANITARY MANHOLE .:� RIM E EV: 5519.65 ' r, ' fi A DHASE � �• . -• SANtTAITr MAfNOLE ( CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO I 1 I I I I b I 550597 (W) 18 CLAYF.F.E: 5518.57' (THRESHOLD) INv T. 5505.87 (E) to GLA (THRESHOLD q�_- I I RIM ELEV 5577.4r r SHEET 1 OF 1 ATM I � AW iAMTARY MANHOLE I ' , F.F.E: 5518.52• }�, n I 30' WATER EASEMENT INV IN: 3511.87 (5) 8" PVC INV IN: 5.504.40' 00 15" CLAY Parcel Description s IM ELEV. 5519.03' r NV IN: 5506.39' 18' CLAY S'A� NV OUT: 3508.29 (E) 18" PAY /'"' - 1 -STORY BRICK ( E POSTED AODRE55:3298 l '�'- N (EC. NO. 90018475) I.r ' 1 INV OUT. 5504.34' (NE) 24' PVC INV OUT: 3504.35' (E) 18' CLAY I (PROVIDED BY CLIENT) r I r A PORTION OF LAND LOCATED IN SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. AND LOT 1, APPLEWOOD VILLAGE SOUTHWEST CORNER CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. I I I 1 1 1 1 1 1 Legend ^^�� 0 FOUND MONUMENT AS DESCRIBED I' CONCRETE •'• EDGE OF ASPHALT GRAVEL/COBBLES - FENCE HANDRAIL .E"i-I 4- SIGN i� 2 ® BOLLARD x'nf DECIDUOUS TREE (TRUNK DIAMETER/DRIP LINE RADIUS) W X V. z CONIFEROUS TREE (TRUNK DIAMETER/DRIP LINE RADIUS) U HANDICAP PARKING SPACE Q z R ® NO PARKING 0 • - •- WATER LINE a a RIM ELEV: 5521.49' I o -Klml- WATER UNE SCALED FROM MAPS O " h I BOT OF MH: 5515.41' .I COLUMNS (IYP.) Vicinity Map ® E-^ �I WATER MANHOLE F.F.E: 5521.90' SCALE: V - 500' (THRESHOLD) e( a i (�f" WATER VALVE F.F.E 5821.90 \ ) \ }(THRESHOLD) Notes WATER METER 1•a h UNPLATTE I I Q ! i I I L STEWART TITLE GUARANTY COMPANY COMMITMENT NUMBER 17000310906. DATED FIRE HYDRANT AUGUST 7, I I I I I I �.1,� {] I I \ I INFORMATION O17 AT REGARDNGRIGHTS-OF-WAYAS R EASEMENTS AND ENCUMBRELY REUED UPON FOR ANCES IN THE 0% FIRE DEPARTMENT CONNECTION -'1.-�' (THRED HOLD)0' I `(� • (R WATER EASEMENT (THRESHOLD) PREPARATION OF THIS EXHIBIT. THE PROPERTY SHOWN AND DESCRIBED HEREON IS A i (REG N0. 90076475) I I I IRRIGATION VALVE ''® PORTION OF THE PROPERTY DESCRIBED IN SAID TITLE COMMITMENT. I ASPHALT PARKING LOT i I ;� ®�) I 3=-� -�- IRRIGATION LINE JT)" ._.1;� I t I 1 ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED -n- SANITARY SEWER LINE Zw$ I UPON ANY DEFECT IN THIS EXHIBIT WITHIN THREE YEARS AFTER YOU FIRST F.F.E' sst 7.za' DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT T1-IIIXr,��IIIy�,`t,IIS/ !+I' © SANITARY SEWER MANHOLE a -U ((THRESHOLD) IN THIS EXHIBIT BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE e I XX CERTIFICATION SHOWN HEREON. CLEANOUT $ = R Iiii q 3. THIS EXHIBIT WAS PREPARED FOR THE EXCLUSIVE USE OF REGENCY CENTERS, STORM SEWER LINE NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY a&F UNNAMED PERSON WITHOUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING ® STORM SEWER MANHOLE V _ SAID PERSON. I�� $ • �__�.- r -W .--I I yti 41 Q O ROOF DRAIN A t ASPHALT PARKING LOT' - _- 8 PSC° EASEMENT I 16 11. 4. THIS EXHIBIT IS VAUD ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR. -L- ELECTRIC UNE �OENCH IRRIGATION MANHOLE J (BK. 2449. PG 154) I Try, RIM ELEW 5524.44 I �. -0-0- ELECTRICAL LINE SCALED FROM MAPS I I / 5. SOURCE INFORMATION FROM PLANS AND MARKINGS HAVE BEEN COMBINED WITH \ BOT of MH: 5519.74' F.F.E: 5538' OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND ® TRANSFORMER 0 K w o \ o I THRESHOLD) UTILITIES. HOWEVER LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND \ ?: I ELECTRIC METER N FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ® ISI kl ,�, A. i Im ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED ti ELECTRICAL PANEL/BOX 1 u I THAT EXCAVATION MAY BE NECESSARY. NO EXCAVATIONS WERE MADE DURING THE ,� ® p0 _ Y PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES AND STRUCTURES. ALL R u� GREASE TRAP ® ELECTRIC VAULT t -STORY BRICK e' UNDERGROUND UTILITIES MUST BE FIELD LOCATED BY THE APPROPRIATE AGENCY OR [� I RIM ELEV: 5524.42' POSTED ADORE11%40 `'N -'Ii UTILITY COMPANY PRIOR TO ANY EXCAVATION, PURSUANT TO C.R.S. SEC. # LIGHT POLE YOUNGFTELD STREET p < I I 1 � F.F.E: 3524.48' v I I I JT"1 DECORATIVE LIGHT I TH / 7_-T e I 8' PSC° EASEMENT 6. THE DISTANCE MEASUREMENTS SHOWN HEREON ARE U.S. SURVEY FOOT. vBi ( RESHOLD) GREASE TRAP \ OVERHEAD UTILITY UNEP-'� RN ELEV. 5524.28' �'7 \ T- (B. 2451, PG 572) $ pf5 t0'PSCo EASEMENT (LOCKED) -i CURB INLET 7. THE CONTOURS REPRESENTED HEREON WERE INTERPOLATED BY AUTOCAD CIVIL 3D 10� UTILITY POLE $ (EC. NO. 900.77291) z I (DIGITAL TERRAIN MODELING SOFTWARE BETWEEN ACTUAL MEASURED SPOT alp 3 FIRE LINE AGREEMENT AEA CRATE ELEV. 5519.45 I 8' PSC° EASEMENT ) CABLE TV MANHOLE 'W (EG NO. 90032752) INV OUT:5517.fl' (Y) 10" PVC 11 I ELEVATIONS. DEPENDING TOPOGRAPHY, THE DISTANCE FROM A MEASURED SPOT ELEVATION ` INY F1EN 5524.85' (EG N0. 91010277) (THRESOD) I i AND TOR PRESEN AGNS INF THESITETOPO EA TOPOGRAPHY. T PUR SE OF THSE AN ® CABLE/FIBEROPTIC RISER FOUND 1-7/4' RED EXACT E T TION 0 THE GR PHY. THE PURPOSE F PLASTIC CAP STAMPED •Vi 14,n� z" J y�' �f TOPOGRAPHIC MAP IS FOR SITE EVALUATION AND TO SHOW SURFACE DRAINAGE -rn- CABLE TV LINE 'PONT LAG LS 3831 t" FEATURES. ADDITIONAL TOPOGRAPHIC OBSERVATIONS MAY BE NECESSARY IN -ro- FIBEROPTIC LINE SPECIFIC FIC AREAS OF DESIGN, TOPOGRAPHY SHOWN HEREON COMPLIES WITH NATIONAL 5.'tz I 3 MAP ACCURACY STANDARDS. -mW- FIBEROPTIC LINE SCALED FROM MAPS I 1' ♦ �- 8' NO EASEMENT CORS 90020982) GRATE ELEV 5518,99' INLET (REG N0. I I 8. BENCHMARK INFORMATION: A GPS DERIVED ELEVATION WAS ESTABLISHED AT AN ® FIBEROPTIC RISER v •8628 t NV N: 55/6.27' (E) 10' PVC I ONSITE BENCHMARK AT THE SOUTHWEST CORNER OF LOT 1, APPLEW000 VILLAGE s; INV OUT:551327' S 1!r RCP 4 I 20' NONEXCLUSIYE R.O.W. SHOPPING CENTER FILING NO. 2, BEING A FOUND 1-1 2" ALUMINUM CAP, ILLEGIBLE ® FlBEROPTIC VAULT BUILDING 9pN (> I I / BK. 2895. PG. 308 ENVELOPE LANDER ( ) WITH AN ELEVATION OF 5519.20 FEET. A CHECK SHOT, 0.1'1, WAS TAKEN ON CITY -1- TELEPHONE UNE (AT THE CONSTRUCTION °� 1 ��Yqr��y4R c °-"6 11 I OF WHEAT RIDGE POINT PHAC-2, BEING A CITY OF WHEAT RIDGE ALUMINUM DISK, TIME of , W TRASH ) - STAMPED "CITY OF WHEAT RIDGE, SURVEY MONUMENT, DO NOT DISTURB, PHAC-2' ® TELEPHONE RISER FIELDWORK ENCLOSUREC I 5' TELEPHONE EASEMENT Ij POSTED ADDRESS 3210 \90D7H. - `? LOCATED 0.3 MILES FROM SITE, WITH A PUBLISHED ELEVATION OF 5451.56 FEET -R- GAS LINE 9 ' YOUNGAELD STREET f z (ITK. 2775, PD. tt9) (NAVD88). NO DIFFERENTIAL LEVELING WAS PERFORMED TO ESTABLISH THIS ( IRRIGATION MANHOLE �, I 4• � r/N' - • -!! I ELEVATION. ® GAS METER RIM EUeV 5527.10' ;ti 4�" 13' DRAINAGE k I .'� o _ EASEMENT `r 9. DATES OF FIELDWORK: SEPTEMBER 12, 22, & 27, 2017 (CREW CHIEF T. FENDICK) ® UTILITY, IRRIGATION OR GREASE TRAP MANHOLE r " LOT I. APPLEWOOD VII COVERED AREA GRAZE' PER PUT) I 10, BOUNDARY DETERMINATION IS NOT A PART OF THIS EXHIBIT. THIS IS NOT A "LANG } LOCATION OF FINISHED FLOOR P/O,yal tAMpa } IRPoGAnON MANHOLE SOUTHWEST CORN R CRATE ETEv:5S23.72' ' STORM MANHOLE I SURVEY PLAT" OR "IMPROVEMENT SURVEY PLAT' AND THIS EXHIBIT IS NOT INTENDED FIFE FINISHED FLOOR ELEVATION RIM ELEM. 5526.65' - --(UNABLE TO OPEN) RIM ELEV. 5520.99'-'7 - FOR PURPOSES OF TRANSFER OF TITLE OR SUBDIVISIONS OF LAND AND THAT IT IS JOB NUMBER: •> > `r .F'�= �_4T- INV IN: 5518.53' ( 12' RCP ELEV ELEVATION r ( NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF A FENCE, BUILDING OR INV IN: SSIa.60' (YNR) 18' PLP Y1 17-69.815 s ' 4• -' " - NV OUT: 5574.147' (SE) 18" RCP`17 1` II I ( OTHER FUTURE IMPROVEMENT LINES. PARCEL LINES SHOWN HEREON ARE FOR INV INVERT s, I O' INFORMATIONAL PURPOSES ONLY AND ARE DRAWN FROM RECORD INFORMATIONDATE: - -- _ -- - - - • . vy;Y I m DURING THE Surveyor's Statement AVAILABLE G E PREPARATION OF THIS EXHIBIT. AN IMPROVEMENT SURVEY 08-30-2017 G, In _ PLAT IS RECOMMENDED TO DEPICT MORE PRECISELY THE LOCATIONS OF THE I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY STATE DRAWN BY: IMPROVEMENTS SHOWN HEREON. FOR AND ON BEHALF OF FLATIRONS, INC., TO REGENCY CENTERS, THAT THIS TOPOGRAPHIC EXHIBIT WAS PREPARED BY ME OR UNDER MY RESPONSIBLE CHARGE: THAT SAID EXHIBIT AND THE E. DAVIS RELATIVE ELEVATIONS SHOWN HEREON ARE ACCURATE TO THE BEST OF MY KNOWLEDGE, CHECKED BY: ( EXCEPTION - �, �-��'ti' -i- - INFORMATION AND BELIEF. .0 I (REG NO. 2011 0 9 8 81 2) - - - STORM 4ANMgF h • . - WW/JK/JZG R. WM AVENUE IIPoY ELEV 5520.84' JOHN B. GUYTON COLORADO P.LS. 7/16406 ExOFPDON I ASPHALT ROAD INV N: 3314.18' (NW) 18' RCP CHAIRMAN &CEO, FLATIRONS, INC. SHEET 1 OF 1 _(REG N0. 20-0-5340) _- .L -•- �- INV OUT: 5513.96' (E) 18" RCP - 4� "- I NOFl p�STOWGRA Ps f51ATEELEV6.516,30' EA I 1 '�•r, a COLUMNS (TW.) II (EGCO 88082220) NY IN:5314.74' (N) tY CPP I F.f.E: 5510. 38'N0. i r` I I ` COLUMNS (TYP.) J (THRESHOLD) I r I , s ui r COI R I� I ATM I � AW / FIRE LANE AGREEMENT AREA s INE - - L - I i • (REG NO. 90032752) I r � 1 3_ NK DRIVE- ] :� F.F.E: 5511141' I I I1TIRu� COLUMNS II s._N n1ESHa.D (THRESHOLD) I I r t_ 4. �' 1 STAIRS I STORM GRATE y.. ) F.F.E: 5520.82' I TE ELEK 5521.46 .. ... - I / I .. (THRESHOLD) r z I\ I INV IN:5417.88' (5) 24" RCP 1 lip 8' PSC. EASEMENT PG INV OUT: SSIS.38' I(N) 24 RCP I (B. 2451. 672) a @ 75• I^ /� Y I I \Y I I�I / I. (THRESHOLD)2' I Z ATM DRVE THRU I I I z • r ` �Q7 L4f F.F.E: 5520.82' I I ` UNPLATTEDw .4 (THRESHOLD) II W FOUND�taN0.5 COLUMNS(TYP.) Fz tl1 J= _ 5. e Psc° EASEMENT (BK. 2459, PG 882) U. p a F r-�_�� ( F.F.E: 5521.68' -. F_ T` (THRESHOLD) IRRIWnON MANHOLE RIM Eu:v. ' I BJN4'WI � GREASE TRAP RIM EE5521.48' C NV OUT: 5514. 2 ' I BOT OF MH: 5515.40' \ I I ASPHALT PARKING LOT GREASE TRAP A PORTION OF LAND LOCATED IN SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST, 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. AND LOT 1, APPLEWOOD VILLAGE SOUTHWEST CORNER CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. I I I 1 1 1 1 1 1 Legend ^^�� 0 FOUND MONUMENT AS DESCRIBED I' CONCRETE •'• EDGE OF ASPHALT GRAVEL/COBBLES - FENCE HANDRAIL .E"i-I 4- SIGN i� 2 ® BOLLARD x'nf DECIDUOUS TREE (TRUNK DIAMETER/DRIP LINE RADIUS) W X V. z CONIFEROUS TREE (TRUNK DIAMETER/DRIP LINE RADIUS) U HANDICAP PARKING SPACE Q z R ® NO PARKING 0 • - •- WATER LINE a a RIM ELEV: 5521.49' I o -Klml- WATER UNE SCALED FROM MAPS O " h I BOT OF MH: 5515.41' .I COLUMNS (IYP.) Vicinity Map ® E-^ �I WATER MANHOLE F.F.E: 5521.90' SCALE: V - 500' (THRESHOLD) e( a i (�f" WATER VALVE F.F.E 5821.90 \ ) \ }(THRESHOLD) Notes WATER METER 1•a h UNPLATTE I I Q ! i I I L STEWART TITLE GUARANTY COMPANY COMMITMENT NUMBER 17000310906. DATED FIRE HYDRANT AUGUST 7, I I I I I I �.1,� {] I I \ I INFORMATION O17 AT REGARDNGRIGHTS-OF-WAYAS R EASEMENTS AND ENCUMBRELY REUED UPON FOR ANCES IN THE 0% FIRE DEPARTMENT CONNECTION -'1.-�' (THRED HOLD)0' I `(� • (R WATER EASEMENT (THRESHOLD) PREPARATION OF THIS EXHIBIT. THE PROPERTY SHOWN AND DESCRIBED HEREON IS A i (REG N0. 90076475) I I I IRRIGATION VALVE ''® PORTION OF THE PROPERTY DESCRIBED IN SAID TITLE COMMITMENT. I ASPHALT PARKING LOT i I ;� ®�) I 3=-� -�- IRRIGATION LINE JT)" ._.1;� I t I 1 ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED -n- SANITARY SEWER LINE Zw$ I UPON ANY DEFECT IN THIS EXHIBIT WITHIN THREE YEARS AFTER YOU FIRST F.F.E' sst 7.za' DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT T1-IIIXr,��IIIy�,`t,IIS/ !+I' © SANITARY SEWER MANHOLE a -U ((THRESHOLD) IN THIS EXHIBIT BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE e I XX CERTIFICATION SHOWN HEREON. CLEANOUT $ = R Iiii q 3. THIS EXHIBIT WAS PREPARED FOR THE EXCLUSIVE USE OF REGENCY CENTERS, STORM SEWER LINE NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY a&F UNNAMED PERSON WITHOUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING ® STORM SEWER MANHOLE V _ SAID PERSON. I�� $ • �__�.- r -W .--I I yti 41 Q O ROOF DRAIN A t ASPHALT PARKING LOT' - _- 8 PSC° EASEMENT I 16 11. 4. THIS EXHIBIT IS VAUD ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR. -L- ELECTRIC UNE �OENCH IRRIGATION MANHOLE J (BK. 2449. PG 154) I Try, RIM ELEW 5524.44 I �. -0-0- ELECTRICAL LINE SCALED FROM MAPS I I / 5. SOURCE INFORMATION FROM PLANS AND MARKINGS HAVE BEEN COMBINED WITH \ BOT of MH: 5519.74' F.F.E: 5538' OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND ® TRANSFORMER 0 K w o \ o I THRESHOLD) UTILITIES. HOWEVER LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND \ ?: I ELECTRIC METER N FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ® ISI kl ,�, A. i Im ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED ti ELECTRICAL PANEL/BOX 1 u I THAT EXCAVATION MAY BE NECESSARY. NO EXCAVATIONS WERE MADE DURING THE ,� ® p0 _ Y PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES AND STRUCTURES. ALL R u� GREASE TRAP ® ELECTRIC VAULT t -STORY BRICK e' UNDERGROUND UTILITIES MUST BE FIELD LOCATED BY THE APPROPRIATE AGENCY OR [� I RIM ELEV: 5524.42' POSTED ADORE11%40 `'N -'Ii UTILITY COMPANY PRIOR TO ANY EXCAVATION, PURSUANT TO C.R.S. SEC. # LIGHT POLE YOUNGFTELD STREET p < I I 1 � F.F.E: 3524.48' v I I I JT"1 DECORATIVE LIGHT I TH / 7_-T e I 8' PSC° EASEMENT 6. THE DISTANCE MEASUREMENTS SHOWN HEREON ARE U.S. SURVEY FOOT. vBi ( RESHOLD) GREASE TRAP \ OVERHEAD UTILITY UNEP-'� RN ELEV. 5524.28' �'7 \ T- (B. 2451, PG 572) $ pf5 t0'PSCo EASEMENT (LOCKED) -i CURB INLET 7. THE CONTOURS REPRESENTED HEREON WERE INTERPOLATED BY AUTOCAD CIVIL 3D 10� UTILITY POLE $ (EC. NO. 900.77291) z I (DIGITAL TERRAIN MODELING SOFTWARE BETWEEN ACTUAL MEASURED SPOT alp 3 FIRE LINE AGREEMENT AEA CRATE ELEV. 5519.45 I 8' PSC° EASEMENT ) CABLE TV MANHOLE 'W (EG NO. 90032752) INV OUT:5517.fl' (Y) 10" PVC 11 I ELEVATIONS. DEPENDING TOPOGRAPHY, THE DISTANCE FROM A MEASURED SPOT ELEVATION ` INY F1EN 5524.85' (EG N0. 91010277) (THRESOD) I i AND TOR PRESEN AGNS INF THESITETOPO EA TOPOGRAPHY. T PUR SE OF THSE AN ® CABLE/FIBEROPTIC RISER FOUND 1-7/4' RED EXACT E T TION 0 THE GR PHY. THE PURPOSE F PLASTIC CAP STAMPED •Vi 14,n� z" J y�' �f TOPOGRAPHIC MAP IS FOR SITE EVALUATION AND TO SHOW SURFACE DRAINAGE -rn- CABLE TV LINE 'PONT LAG LS 3831 t" FEATURES. ADDITIONAL TOPOGRAPHIC OBSERVATIONS MAY BE NECESSARY IN -ro- FIBEROPTIC LINE SPECIFIC FIC AREAS OF DESIGN, TOPOGRAPHY SHOWN HEREON COMPLIES WITH NATIONAL 5.'tz I 3 MAP ACCURACY STANDARDS. -mW- FIBEROPTIC LINE SCALED FROM MAPS I 1' ♦ �- 8' NO EASEMENT CORS 90020982) GRATE ELEV 5518,99' INLET (REG N0. I I 8. BENCHMARK INFORMATION: A GPS DERIVED ELEVATION WAS ESTABLISHED AT AN ® FIBEROPTIC RISER v •8628 t NV N: 55/6.27' (E) 10' PVC I ONSITE BENCHMARK AT THE SOUTHWEST CORNER OF LOT 1, APPLEW000 VILLAGE s; INV OUT:551327' S 1!r RCP 4 I 20' NONEXCLUSIYE R.O.W. SHOPPING CENTER FILING NO. 2, BEING A FOUND 1-1 2" ALUMINUM CAP, ILLEGIBLE ® FlBEROPTIC VAULT BUILDING 9pN (> I I / BK. 2895. PG. 308 ENVELOPE LANDER ( ) WITH AN ELEVATION OF 5519.20 FEET. A CHECK SHOT, 0.1'1, WAS TAKEN ON CITY -1- TELEPHONE UNE (AT THE CONSTRUCTION °� 1 ��Yqr��y4R c °-"6 11 I OF WHEAT RIDGE POINT PHAC-2, BEING A CITY OF WHEAT RIDGE ALUMINUM DISK, TIME of , W TRASH ) - STAMPED "CITY OF WHEAT RIDGE, SURVEY MONUMENT, DO NOT DISTURB, PHAC-2' ® TELEPHONE RISER FIELDWORK ENCLOSUREC I 5' TELEPHONE EASEMENT Ij POSTED ADDRESS 3210 \90D7H. - `? LOCATED 0.3 MILES FROM SITE, WITH A PUBLISHED ELEVATION OF 5451.56 FEET -R- GAS LINE 9 ' YOUNGAELD STREET f z (ITK. 2775, PD. tt9) (NAVD88). NO DIFFERENTIAL LEVELING WAS PERFORMED TO ESTABLISH THIS ( IRRIGATION MANHOLE �, I 4• � r/N' - • -!! I ELEVATION. ® GAS METER RIM EUeV 5527.10' ;ti 4�" 13' DRAINAGE k I .'� o _ EASEMENT `r 9. DATES OF FIELDWORK: SEPTEMBER 12, 22, & 27, 2017 (CREW CHIEF T. FENDICK) ® UTILITY, IRRIGATION OR GREASE TRAP MANHOLE r " LOT I. APPLEWOOD VII COVERED AREA GRAZE' PER PUT) I 10, BOUNDARY DETERMINATION IS NOT A PART OF THIS EXHIBIT. THIS IS NOT A "LANG } LOCATION OF FINISHED FLOOR P/O,yal tAMpa } IRPoGAnON MANHOLE SOUTHWEST CORN R CRATE ETEv:5S23.72' ' STORM MANHOLE I SURVEY PLAT" OR "IMPROVEMENT SURVEY PLAT' AND THIS EXHIBIT IS NOT INTENDED FIFE FINISHED FLOOR ELEVATION RIM ELEM. 5526.65' - --(UNABLE TO OPEN) RIM ELEV. 5520.99'-'7 - FOR PURPOSES OF TRANSFER OF TITLE OR SUBDIVISIONS OF LAND AND THAT IT IS JOB NUMBER: •> > `r .F'�= �_4T- INV IN: 5518.53' ( 12' RCP ELEV ELEVATION r ( NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF A FENCE, BUILDING OR INV IN: SSIa.60' (YNR) 18' PLP Y1 17-69.815 s ' 4• -' " - NV OUT: 5574.147' (SE) 18" RCP`17 1` II I ( OTHER FUTURE IMPROVEMENT LINES. PARCEL LINES SHOWN HEREON ARE FOR INV INVERT s, I O' INFORMATIONAL PURPOSES ONLY AND ARE DRAWN FROM RECORD INFORMATIONDATE: - -- _ -- - - - • . vy;Y I m DURING THE Surveyor's Statement AVAILABLE G E PREPARATION OF THIS EXHIBIT. AN IMPROVEMENT SURVEY 08-30-2017 G, In _ PLAT IS RECOMMENDED TO DEPICT MORE PRECISELY THE LOCATIONS OF THE I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY STATE DRAWN BY: IMPROVEMENTS SHOWN HEREON. FOR AND ON BEHALF OF FLATIRONS, INC., TO REGENCY CENTERS, THAT THIS TOPOGRAPHIC EXHIBIT WAS PREPARED BY ME OR UNDER MY RESPONSIBLE CHARGE: THAT SAID EXHIBIT AND THE E. DAVIS RELATIVE ELEVATIONS SHOWN HEREON ARE ACCURATE TO THE BEST OF MY KNOWLEDGE, CHECKED BY: ( EXCEPTION - �, �-��'ti' -i- - INFORMATION AND BELIEF. .0 I (REG NO. 2011 0 9 8 81 2) - - - STORM 4ANMgF h • . - WW/JK/JZG R. WM AVENUE IIPoY ELEV 5520.84' JOHN B. GUYTON COLORADO P.LS. 7/16406 ExOFPDON I ASPHALT ROAD INV N: 3314.18' (NW) 18' RCP CHAIRMAN &CEO, FLATIRONS, INC. SHEET 1 OF 1 _(REG N0. 20-0-5340) _- .L -•- �- INV OUT: 5513.96' (E) 18" RCP - 4� "- EXISTING GROCERYSTORE NOT A PART APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO w' I V k• I All NOTA PART I v � _ __ _= --- -�' err O�II ►111 t l I1 0 o I III - �s_ __._-_-..—�-��g-�-o,. —•.vim.--�E+_,• .,d .�s ,>i ,. I LIQUOR STORE NOT APART I I j I I v _ 71-JIT--(lf�TT-YT�11---- .. h 111,1111!\.■III, �% 387,110 SQ. FT, I _ KING SOOPERS FUEL CENTER SDP (KIOSK)220 SQ. FT. PLANNED COMMERCIAL DEVELOPMENT (PCD) 2,500 SQ. FT. WALMART REMODEL SDP (NET REDUCTION IN BUILDING SQUARE FOOTAGE) EXISTING ZONING (APPLEWOOD VILLAGE SHOPPING CENTER PCD, TbL6C ERISTSESOATFE F RST7Cu AMENDMENT #9) 'BUILDING DATA IS BASED ON THE APPLEWOOD VILLAGE SHOPPING CENTER AMENDMENT 09 OUTLINE DEVELOPMENT PLAN, RECORDED WITH THE JEFFERSON COUNTY CLERK AND RECORDER UNDER RECEPTION NUMBER 2016070522. PROPOSED LAND USE RESTAURANT EXISTING PARKING DATA: EXISTING PARKING TO BE REMOVED WITH THIS SDP: EXISTING PARKING COUNT (AS OF FEB. 2015) - APPLEWOOD VILLAGE SHOPPING CENTER': 1,715 STALLS 0Sterling Design Associates, Ilc TOTAL PROPOSED WITHIN LIMITS OF DISTURBANCE KING SOOPERS FUEL CENTER SDP (NET REDUCTION IN PARKING) FARGO LESS 30,000 SQ. FT. OFFICE BIULDING DEMOLITION (21 STALLS) ATIIS'I _ I igL t YLfYuIF_Iid 4©� TOTAL PARCEL PROPOSED 2009W. Lk[lewn Nrd.#300 APPLEWOOD NORTH REDEVELOPMENT SDP NET GAIN IN PARKING AREA DISTURBED AREA umeroD. CO 80120 UNPLATTED PARCEL REC. NO. F1 110326 (HACIENDA PARCEL) 0.615ACRES 0.615 ACRES 302.»4.4727 Ph hag 2.38 ACRES 0.755 ACRES —S.ditD",Avoc6ax<PR LOT 1 APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION FLG. No. 2 TOTAL PROPOSED WIIIHIN R.O.W. 17.09 ACRES 0.110 ACRES 0256 ACRES RETAIL TOTAL PROPOSED DISTURBED AREA (WITHIN R.O.W.) 0.256 ACRES NOT A PART TOTAL PROPOSED DISTURBED AREA (ONSITE) 1.480 ACRES RA COLORADO REGISTTION 40332FOR& ON BEHALF OF STERLING DESIGN ASSOCIATES.LLC FLOOR AREA BY USE PROPOSED HACIENDA: 7,220 SO. FT. BUILDING FOOTPRINT ,�.Dq'E]p. EXISTING ARWNO REMAIN EXISTING RESTAURANT NOT A PART EXISTING ' COFFEE SHOP NOT PART I aril � ��III'IIl 11 1'1,'11111\ \■!!l��lr��•��:'�N!!lll�rJ�91��III rill y M-4 US 314 MOVEMENT ACCM-7314 M YQUNGFIELD STREET LEGEND PROPERTY LINE -- ADJACENT LOT LINE EXISTING SIDEWALK PROPOSED STORM SEWER — STM ------ STM - EXISTING STORM SEWER ------------ EXISTING CURB & GUTTER PROPOSED CURB & GUTTER PROPOSED SIDEWALK -------------- EXISTING TO BE REMOVED EXISTING TO REMAIN PROPOSED NEW SITE DATA TABLE 387,110 SQ. FT, LESS EXISTING 30,000 SO. FT. OFFICE BUILDING DEMOLITION ZONING AND LAND USE KING SOOPERS FUEL CENTER SDP (KIOSK)220 SQ. FT. PLANNED COMMERCIAL DEVELOPMENT (PCD) 2,500 SQ. FT. WALMART REMODEL SDP (NET REDUCTION IN BUILDING SQUARE FOOTAGE) EXISTING ZONING (APPLEWOOD VILLAGE SHOPPING CENTER PCD, TbL6C ERISTSESOATFE F RST7Cu AMENDMENT #9) 'BUILDING DATA IS BASED ON THE APPLEWOOD VILLAGE SHOPPING CENTER AMENDMENT 09 OUTLINE DEVELOPMENT PLAN, RECORDED WITH THE JEFFERSON COUNTY CLERK AND RECORDER UNDER RECEPTION NUMBER 2016070522. PROPOSED LAND USE RESTAURANT EXISTING PARKING DATA: EXISTING PARKING TO BE REMOVED WITH THIS SDP: EXISTING PARKING COUNT (AS OF FEB. 2015) - APPLEWOOD VILLAGE SHOPPING CENTER': 1,715 STALLS 0Sterling Design Associates, Ilc TOTAL PROPOSED WITHIN LIMITS OF DISTURBANCE KING SOOPERS FUEL CENTER SDP (NET REDUCTION IN PARKING) (62 STALLS) LESS 30,000 SQ. FT. OFFICE BIULDING DEMOLITION (21 STALLS) CIVIL ENGINEERS LANDSCAPE ARCHITECTS 17 STALLS TOTAL PARCEL PROPOSED 2009W. Lk[lewn Nrd.#300 APPLEWOOD NORTH REDEVELOPMENT SDP NET GAIN IN PARKING AREA DISTURBED AREA umeroD. CO 80120 UNPLATTED PARCEL REC. NO. F1 110326 (HACIENDA PARCEL) 0.615ACRES 0.615 ACRES 302.»4.4727 Ph UNPLATTED PARCEL REC. NO. 2009001664 2.38 ACRES 0.755 ACRES —S.ditD",Avoc6ax<PR LOT 1 APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION FLG. No. 2 TOTAL PROPOSED WIIIHIN R.O.W. 17.09 ACRES 0.110 ACRES 0256 ACRES PREPARED UNDER THE DIRECT SUPERVISION OF TOTAL PROPOSED DISTURBED AREA (WITHIN R.O.W.) 0.256 ACRES JOSEPH G. SCHIEL P.E. TOTAL PROPOSED DISTURBED AREA (ONSITE) 1.480 ACRES RA COLORADO REGISTTION 40332FOR& ON BEHALF OF STERLING DESIGN ASSOCIATES.LLC FLOOR AREA BY USE PROPOSED HACIENDA: 7,220 SO. FT. BUILDING FOOTPRINT � j�n jL�� nn %Q� I�tV% �0 2,290 SO. FT. MEZZANINE lT LSL��u�uv uvu � vA u u 9,500 SQ. FT. TOTAL NOT FOR CONSTRUCTION PARCEL COVERAGE REQUIRED/ALLOWED PROPOSED LOT SIZE - 26,788 SQ. FT. (0.615 ACRES) BUILDING COVERAGE 35% MAX. 7,220 SO. FT. BUILDING FOOTPRINT (26.9% BUILDING COVERAGE) STERLING DESIGN ASSOCIATES, LLC OPEN SPACElLANDSCAPING LIVING LANDSCAPING 10% MIN. OF GROSS LOT AREA 38%(10,175 S.F.) (2,680 S.F. MIN.) ISVES&RB IONS TURF 30% MAX. OF TOTAL LS AREA 9%(890 S.F.) ND,: I DATE 04®IA11 En Jos (10,626X.30=3,189 S.F. MAX.) D.D.— 1STsopS—TTx PARKING ANALYSIS No.: 2 oae By J DacRPnoN. EXISTING BUILDING SQUARE FOOTAGE (AS OF FEB. 2015) - APPLEWOOD VILLAGE SHOPPING CENTER' 387,110 SQ. FT, LESS EXISTING 30,000 SO. FT. OFFICE BUILDING DEMOLITION (30,00D SO. FT.) KING SOOPERS FUEL CENTER SDP (KIOSK)220 SQ. FT. 32ND &YOUNGFIELD STARBUCKS SDP 2,500 SQ. FT. WALMART REMODEL SDP (NET REDUCTION IN BUILDING SQUARE FOOTAGE) pp 883 SQ. FT.) TbL6C ERISTSESOATFE F RST7Cu 553'TgJ3�FT 'BUILDING DATA IS BASED ON THE APPLEWOOD VILLAGE SHOPPING CENTER AMENDMENT 09 OUTLINE DEVELOPMENT PLAN, RECORDED WITH THE JEFFERSON COUNTY CLERK AND RECORDER UNDER RECEPTION NUMBER 2016070522. EXISTING PARKING- APPLEWOOD VILLAGE SHOPPING CENTER: EXISTING PARKING DATA: EXISTING PARKING TO BE REMOVED WITH THIS SDP: EXISTING PARKING COUNT (AS OF FEB. 2015) - APPLEWOOD VILLAGE SHOPPING CENTER': 1,715 STALLS LESSDETENTION POND AT SOUTHEAST CORNER (29 STALLS) KING SOOPERS FUEL CENTER SDP (NET REDUCTION IN PARKING) (62 STALLS) LESS 30,000 SQ. FT. OFFICE BIULDING DEMOLITION (21 STALLS) 32ND &YOUNGFIELD STARBUCKS SDP MET GAIN IN PARKING) 17 STALLS WELLS FARGO ATM DRNE-THRU (NET REDUCTION IN PARKING) (10 STALLS) APPLEWOOD NORTH REDEVELOPMENT SDP NET GAIN IN PARKING 48ST6LLS TOTAL EXISTIM1677ARROO ,8 STALLS 'PARKING DATA IS BASED ON THE APPLEWOOD VILLAGE SHOPPING CENTER AMENDMENT 09 OUTLINE DEVELOPMENT PLAN, RECORDED WITH THE JEFFERSON COUNTY CLERK AND RECORDER UNDER RECEPTION NUMBER 2016070522. rnvrwou rr�rtnmv a�rvnvlr+m TOTAL REQUIRED PARKING' 4.00STALLS / 1000 SQ. FT.' TOTAL PROPOSED BUILDING SQUARE FOOTAGE- APPLEWOOD VILLAGE SHOPPING CENTER: EXISTING BUILDING SQUARE FOOTAGE-APPLEWOOD VILLAGE SHOPPING CENTER: 352,167 SQ. FT. LESS WELLS FARGO DRIVE-THRU ATM DEMOLITION (1,700 $Q FT.) PROPOSED HACIENDA 9.600 SQ. FT. TOTAL PROPOSED BUILDING SQUARE FOOTAGE- APPLEWOOD VILLAGE SHOPPING CENTER 359,967 SD. FT. PROPOSED PARKING DATA: 4RWKT NO.: EXISTING PARKING- APPLEWOOD VILLAGE SHOPPING CENTER: 1658 STALLS EXISTING PARKING TO BE REMOVED WITH THIS SDP: 97 STALLS PARKING PROPOSED WITH THIS SDP: 106 STALLS TOTAL PROPOSED PARKING- APPLEWOOD VILLAGE SHOPPING CENTER: 1685 STALLS (4.60 STALLS 11000 SQ. FT.) 'PARKING REQUIREMENT IS BASED ON THE APPLEWOOD VILLAGE SHOPPING CENTER AMENDMENT 89 OUTLINE DEVELOPMENT PLAN, RECORDED WITH THE JEFFERSON COUNTY CLERK AND RECORDER UNDER RECEPTION NUMBER 2016070522. -t�oN NORTH 0 20 40 80 SCALE: 1'= 40' NO. 3 DATE: DE9CRPTON. EY: - NG. 4 DATE: DESCRPTON N0: 5 D iE: - DESCRPTON: . Er. . NO'. 6 Dae - DESCRPRON Er. . DATE. 04/0912018 9CNE'. 1' - 40' PROJECTNVNA M JGS 4RWKT NO.: DRANN DY. AJY —.NG FILE —ECT HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 Regency - Centers. cuen: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET— OVERALL SITE PLAN 3OF12 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #IS AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO i — — — SCHEDULE NOTES -- ------ ----------- - - 1.0 FOOT WIDE SIDEWALK CHASE. QPROPOSED ASPHALT PAVING. HIHIFO PROPOSED CONCRETE PAVING. 1 O4 PROPOSED CONCRETE SIDEWALK (PRIVATE) WIDTH AS NOTED HEREON. SEE SITE DETAILS • h (PRIVATE). w OS PROPOSED 8.0 FOOT WIDE PUBLIC DETACHED SIDEWALK WITH 8.0 FOOT (MINIMUM) LANDSCAPE AMENITY ZONE. SEE SITE DETAILS (PUBLIC). = O _ O8 PROPOSED SITE LIGHTING. SEE PHOTOMETRIC PLAN. MULTI -TENANT r �•" '�/ PROPOSED THREE (3) BICYCLE RACKS (SIX BICYCLE PARKING SPACES TOTAL). SEE SITE ETAIL �T 17 I : ' I -I •- ']6� DETAILS (PRIVATE). pq..� v '_�; • _ T _ ,�. ._'I-^- 1j• 4 ❑- : r OB PROPOSED HACIENDA TRASH ENCLOSURE. 11 (�. 8 ® 20 O PROPOSED 9.0 -FOOT X 18.0 -FOOT, 4' WIDE, 80.DEGREE WHITE PARKING STRIPING. 10 PROPOSED ADA PARKING AREA STRIPING AND SYMBOLS. SEE SITE DETAILS (PRIVATE). VL - - -- - - - — -- - -' -� �--� 11 PROPOSED ADA PARKING SIGNAGE IN V DIA. CONCRETE -FILLED BOLLARD. SEE SITE EASEMENT DETAILS (PRIVATE). tR 23 33 IREc. No. BDme476) I v �- -------------� 12 PROPOSED 1.5 FOOT WIDE PEDESTRIAN CROSSWALK STRIPING SPACED 4.0 FEET O.C. 4 10 -- 13 - La \\) 17 19 PROPOSED W CURB AND 17 GUTTER (ONSITE). SEE SITE DETAILS (PRIVATE). 18 8 - 14 PROPOSED 8' CURB AND 24' GUTTER (WITHIN R.O.W.). SAWCUT 2.0 FEET FROM LIP OF - sP orw 2Do.W 8 L1 >- 8 EXISTING GUTTER AND ASPHALT PATCH BACK. SEE ROADWAY DETAILS (PUBLIC). ® d 116 PROPOSED PRIVATE ADA -ACCESSIBLE CURB RAMP. SEE SITE DETAILS (PRIVATE). II I uA, 2a ( 2D, 18 PROPOSED ADA -ACCESSIBLE CURB RAMP WITH TRUNCATED DOMES (WITHIN R.O.W.). SEE SITE DETAILS (PUBLIC). 38A' 88.0' 4 ® L 17 EXISTING FIRE HYDRANT TO REMAIN. l • I' 18 ANTICIPATED TRANSFORMER LOCATION. W 88 fa B -----{ , < 18 ANTICIPATED GAS METER LOCATION. IOSEDIb- _ 8 8 q 20 EXISTING WATER METER ANTICIPATED TO BE RE -USED. RESTAURANT � 11 ® - 8 18 25 z 21 PROPOSED GREASE INTERCEPTOR. LS 'OOTPRINT 108 W\ '. O PROPOSED CONCRETE RETAINING WALL WITH PEDESTRIAN GUARDRAIL (3.0 FEET MAX. 2ZANINE `` HEIGHT). F TOTAL 11 44 17 \\ 27:ti 121' �' 2 IB 80 WATER EASEMENT 13 \ 23 SAWCUT LINE/LIMITS OF DISTURBANCE. l9 1 (PEC• N0.90D1667S) PROPOSED 8.0 FOOT CONCRETE CROSSPAN PER CITY OF MEAT RIDGE STANDARDS AND 4 d 18 9 18 " ASPHALT PATCH BACK 2.0 FEET. 6 8 yJ O PROPOSED R1-1 STOP SIGN PER MUTCD ON STEEL POST AND'STOP' PAVEMENT MARKINGS FT LS dols AND WHITE STOP BAR. SEE SITE DETAILS. - T - - 28 EXISTING SIDEWALK TO REMAIN. 86 g 86 f LS 88 1830 US EXISTING CURB AND GUTTER TO REMAIN. w ^ - 87 14 35 81 12 - 24- - g- 93 - -14 28 27 ----------_._�- _ ----' "- 28 EXISTING PARKING AREA TO REMAIN. _ 28 PROPOSED FULL EXISTING ASPHALT PAVING TO REMAIN. _ _ YOUNGFIELD STREET A4OveM� 30 PROPOSED TYPED AREA INLET. O ACCESS Z -- 31 PROPOSED RI -1 STOP SIGN AND R32 'NO LEFT TURN' SIGN PER MUTCD ON STEEL POST ANO STOP' PAVEMENT MARKINGS AND WHITE STOP BAR. SEE SITE DETAILS (PRIVATE). NORTH 0 16 30 60 SCALE: 1'= 30' LEGEND PROPERTY UNE ADJACENT LOT UNE - - EXISTING EASEMENT EXISTING SIDEWALK -'--' --- - - - - ----- EXISTING CURS &GUTTER - - - EXISTING PARKING STRIPING - PROPOSED PARKING STRIPING PROPOSED CURB & GUTTER 171 PROPOSED SIDEWALK I PROPOSED SIGN oD PROPOSED SITE LIGHT e. PROPOSED STREET LIGHT -f PROPOSED PEDESTRIAN LIGHT 92 EXISTING CONCRETE CROSSPAN TO REMAIN. 33 PROPOSED CONCRETE CROSSPAN, WIDTH NOTED HEREON, SEE SITE DETAILS O EXISTING BUS STOP TO REMAIN. 95 PROPOSED STREET LIGHT. 36 PROPOSED PEDESTRIAN LIGHT. 37 EXISTING POWER POLE / OVERHEAD ELECTRIC LINE TO BE UNDERGROUNDED BY XCEL ENERGY. 38 PROPOSED ADA -ACCESSIBLE RAMP WITH PEDESTRIAN HANDRAIL. �S PROPOSED (3) STAIRS WITH PEDESTRIAN HANDRAIL. 40 PROPOSED B'X10'TRA.SH ENCLOSURE FOR ADJACENT RETAIL BUILDING. 41 PROPOSED CONCRETE -FILLED PIPE BOLLARD, OSterling Design Associates, Ilc CIVIL ENGINEERS . LANDSCAPE ARCHITECTS 2009 W. Lstkmn Blyd. #100 Utd—, CO 80120 103.N4.4727 ph w Stt,IBgDI.gIA—h.— PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P E. COLORADO REGISTRATION 48332 FOR & ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC PIRELMNAt NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES, LLC IssuES&RP+151ONS NO.: I DATE:ONB2111 BV:JGS DESCRIPRON'. 1ST SDP SUBMTTK NO.: 2 DATE: BY'. DESCRIPDON. NO: 3 DATE: BV: - OESCRIPRON - OESCRIPIIGN-. - DESCRIPDDN: . NO.: S DATE: D6CR—N: - HOLECT HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 Regency - Centers. CUENe REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENVVOOD VILLAGE, CO 80111 TEL: (303) 300-5300 sHEErmIE: SITE PLAN SHEET NUMBER: 40FIl DATE: SALE. 04/0012018 1. a p• ..MT --R'. PROJECT NO, JGB DRAVM BY: DRAMGFILE AJY HOLECT HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 Regency - Centers. CUENe REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENVVOOD VILLAGE, CO 80111 TEL: (303) 300-5300 sHEErmIE: SITE PLAN SHEET NUMBER: 40FIl ,'-8' 1'-8• 412' 6' C �•Ir 12VFOOT 1-12' R1.1/2' R CATCH CURB SPILL CURB SEE PLAN 0 5' TRANSVERSE SLOPE - SHALL MATCH THAT OF ADJACENT PAVEMENT REFER TO PLAN COMPACT- ' No,4 BARSAT 1S` O.C.E.W.-j SUB -G RADE IN ACCORDANCE WITH PAVING NOTE ('TYP); INTEGRAL CURB SEE SITE PLAN CONCRETE FOR CURB & GUTTER SHALL BE IN ACCORDANCE NH PAVING NOTE; SEE SITE PLAN UNLESS CONCRETE FOR INTEGRAL VEHICULAR PAVEMENT IS MORE STRINGENT CURB & GUTTER(PRIVATE)A NOT TO SCALE I SES_ EP_LAN. _I CONCRETE -- - FIAR�FRUCTION <I ZWDE x V7Z) DEEP GROOVES - --- - - SHALL BE SPACED AT 12 INCHES. CURBED CONSTRUCTION VIR L -n 'SEE PLANS FOR CURBED OR FLARED CONSTRUCTION ^v) APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 FSOI\tD r. AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO NORMAL GUTTER FLOWLINE AND PROFILE SHALL 7. �B SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. LOCAL STANDARDS AND SPECIFICATIONS. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO WHERE THE CONCRETE RAMP JOINS ANY RIGID 4• STRIPING PAINTED WHITE CONTRACTOR SHALL ADJUST PAVEMENT AND 8, (3M LIQUID PAVEMENT MARKING SERIES 1200) 2. CONCRETE FOR SIDEWALK RAMPS SHALL BE IN 4' OR S• 46" ") 'I B'YELLOW TRAFFIC STRIPE CURB RAMP TO ENSURE COUNTER SLOPE IS NO B. COMPACT SUBGRADE IN ACCORDANCE WITH UNIVERSAL b' DIA. CONCRETE FILLED STEEL TUBING STOP SIGN R1.1 (8' DIA. AT TRASH ENCLOSURE) 2.0! PAINTED TO MATCH BUILDING TRIM b MONOUHICALY. S. � T.ELOWGRADE 6' YELLOW STRIPE 1-314 STEEL ELEVATIONS. PRIME AND DIRECTION OF RAMP SLOPE. BLACK WITH HE WIDTH OF THE APPROACH WALK AND RAMP. FINISHED GRADE oUREHANE LIC EXTEND CURB RAMP (PRIVATE)! MIN.3 FEET RETE FOOTING UNIVERSAL STOP SIGN R1-1 UNNERSALNO LEFT TURN SIGN 113.2 1-314x1-314 STEEL POST PRIME AND PAINT BLACK WITH POLYURETHANE ACRYLIC EXTEND POST MIN.3 FEET BELOW GRADE I a PER STRUCTURAL ENG, STOP SIGN W1 STOP SIGN NO LEFT TURN SIGN CONCRETE FOOTING PER PLAN L _j RAL ENG. PROVIDE TR PER STRUCTURAL CONTROL SIGNS COMPLYING NTH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S MANUAL 'UNIFORM TRAFFIC CONTROL DEVICES', LOCAL CODES, AND AS SPECIFIED. STRIPING REQUIREMENTS B BOLLARD DETAIL C ON-SITE TRAFFIC SIGNAGE DETAIL D NOT TO SCALE NOT TO SCALE NOT TO SCALE ASPHALT PAVEMENT CONCRETE SIDEWALK 2Q RAMP AR M ----- -- ---- _-- 4• THICK SECTION AA NOT TO SCALE NOTES: Design Associates, Ilc FSOI\tD r. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 6. NORMAL GUTTER FLOWLINE AND PROFILE SHALL 7. A 1/2' EXPANSION JOINT SHALL BE REQUIRED LOCAL STANDARDS AND SPECIFICATIONS. 8EMAINTAINED THROUGH THE RAMP AREA. WHERE THE CONCRETE RAMP JOINS ANY RIGID THIS SIGN TYPICAL AT CONTRACTOR SHALL ADJUST PAVEMENT AND PAVEMENT OR STRUCTURE. 2. CONCRETE FOR SIDEWALK RAMPS SHALL BE IN GUTTER IMMEDIATELY ADJACENT TO BOTTOM OF ACCORDANCE WITH PAVING NOTE; SEE SITE PLAN. CURB RAMP TO ENSURE COUNTER SLOPE IS NO B. COMPACT SUBGRADE IN ACCORDANCE WITH STEEPER THAN 1:20. PAVING NOTE (TYP.); SEE SITE PLAN. 3. RAMP AND WINGS HALL BE POURED AND PAINT BLACK WITH MONOUHICALY. S. RAMP SURFACE SHALL HAVE A COARSE BROOM e. REFER TO GRADING PLAN FOR SPECIFIC RAMP 6' YELLOW STRIPE FINISH WITH STRIATIONS PERPENDICULAR TO THE ELEVATIONS. 4. MINIMUM WIDTH OF RAMPS SHALL BE EQUAL TO DIRECTION OF RAMP SLOPE. HE WIDTH OF THE APPROACH WALK AND RAMP. SLOPES SHALL NOT BE STEEPER TWIN 1:12. CURB RAMP (PRIVATE)! r'• V NOT TO SCALE HOOP RACK - Specifications and Space Use Product Name Dero Hoop Rack M mamllacmrod by 0- Bate Racks I /� Bikes Parkssd per U.N. 2 MHaenalm I 15" schedule 40 pipe (1.9" OD) 35' FInI has An her f bd.,[ n hot dipped gahanaed Nmh is standad. 250 TGIC powder coat cOlma end a aeinl- steel opum are dso avaibJ,k. Our powder coat fnish wurea a high level o/.dh.i. and durabAl y by fdlowing ehese steps: I. Sandbiasc \ 2.k- phosphor pretreanx nt 24e 3. Ep-y primer ek-tatically apifed 4. Rnal d ickTGIC poyeatar powder coat G° NOTES: 1. INSTALL RACK PARALLEL TO WALKWAY AS SHOWN - SPACED 30' FROM EDGE. 2. INSTALL WITH IG (IN -GROUND) MOUNT PER MANUFACTURERS RECOMMENDATIONS. 3. BLACK COLOR, POWDERCOAT BIKE RACK DETAIL E NOT TO SCALE No. 4 BARS AT 18' O.QE.W. AS NOTED ON PLANS CROSS SLOPE 1/4' PER FOOT COMCE / /��j��//` WI HP ANA G NOTE (TYP) SEE SIACT SUB -GRADE IN TE PLAN 1/4' DEEP PE'Phdt" RESISTANT SEALANT, BURKE U -SEAL (3204 OR APPROVED EQUIVALENT 114'R BACKER ROD 1/8•R (TYP.) (TYP-) a K 12' a EXPANSION JOINT NOTES: 1. REFER TO GENERAL NOTES AND JOINT LEGEND ON SITE LAYOUT SHEET FOR ADDITIONAL INFORMATION. 2. EXPANSION JOINTS SHALL BE PLACED AS SHOWN ON THE PLANS; AND AT STRUCTURES, PCR'S AND EVERY 50 FEET MINIMUM. CONTROL JOINT 3. EXPANSION JOINT FILLER SHALL MEET PASHTO M 213 CRITERIA AND BE APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 4, SIDEWALK SURFACE SHALL HAVE A COARSE BROOM FINISH WITH STRIATIONS PERPENDICULAR TO HE DIRECTION OF TRAVEL UNLESS OTHERWISE NOTED IN CIVIL AND/OR ARCH. PUNS. 5. CONCRETE SHALL BE IN ACCORDANCE WITH PAVING NOTE; SEE SITE PLAN. 6. UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL REPORT, CONCRETE SHALL BE A MINIMUM S' THICK W1H NO. 4 BARS, 18` O.C.E.W. SIDEWALK PRIVATE H NOT TO SCALE I I Design Associates, Ilc FSOI\tD r. UNIVERSAL NO: 1 DATE:0416'A1e DEOCmPT10N. ISTSDPSUE.11 HANDICAPPED NO 2 DATE: DE4CRIPIIDN. SIGN EE THIS SIGN TYPICAL AT NO: 4 DATE: DES_: - EACH HANDICAPPED NO.: 5 DATE: DESCPoPIION: . PARKING SPACE THIS SIGN AT FOR VAN SPACES ONLY 1-3/41-3/4 STEEL POST PRIME AND PAINT BLACK WITH POLYURETHANE ACRYLIC 6' YELLOW STRIPE W DIA. CONCRETE FILLED GUARD POST PAINTED TO MATCH BUILDING PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S MANUAL'UNIFORM TRAFFIC CONTROL DEVICES', LOCAL CODES, AND AS SPECIFIED. ADA -ACCESSIBLE SIGN WITH BOLLARD F NOT TO SCALE S• ADN WHITE REEL E TIVE S. 2'-0' I` 1-7 B 21. a ^R' b 9 9' ICAP SYM PAINT LUE BACKGROUND l.-0. Ok OF PARKING SPACE OSterling Design Associates, Ilc ISSUES&RENSIONS CIVIL ENGINEERS - LANDSCAPE ARCHITECTS NO: 1 DATE:0416'A1e DEOCmPT10N. ISTSDPSUE.11 2009 W. Ladeton BIW. #300 NO 2 DATE: DE4CRIPIIDN. Utd..n. CO 00120 DATE' - D. 303.7944727 ph NO: 4 DATE: DES_: - vxn�.54NrgDestp W soehoescem NO.: 5 DATE: DESCPoPIION: . PREPARED UNDER THE DIRE CTSUPERVISION OF JOSEPH G. SCHIEL P E. FOR COLORADO REGISTRATION 48332 & ON BEHALF OF STERLING DESIGN ASSOCIATES: LLC G°�G3L L�D�iI��JQG�3�I NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC ISSUES&RENSIONS NO: 1 DATE:0416'A1e DEOCmPT10N. ISTSDPSUE.11 W JGS NO 2 DATE: DE4CRIPIIDN. W. DATE' - D. IV .D_ NO: 4 DATE: DES_: - 6v: . NO.: 5 DATE: DESCPoPIION: . BV: - DBCFIPt1ON: . DATE: 90AIE: 04100!2018 - PRWMTNANOGER: TNO.: JGS ORAV&B DRAVANGFILE AJY rFn1ECT HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 Regency - Centers. cu91T. REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 $NEU TITLE SITE DETAILS (PRIVATE) SHEETNU.E4, 5OF11 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO CURB, GUTTERS AND SIDEWALKS WITHIN PUBLIC R.O.W. Q NOT TO SCALE ' LLC sv (Paro4Na1 w�. I LZ 21 EA9UREAENr. SY IFULL Wm PECLWSTRLCTNRiI �JA � 11 - ro aeAeBu irr.arnm roIXRNwu-z rt. caTrtxl kms. ..,.. m•.'."....f. A ............. EMTRp PRCPO6ED PAVEMEMGRAOE � �I _.a •.x:53 ASGz ^�,�.�... A--1.ITdUOE 8%. POM -III s- —wM (OMOES. P084-2ZI Sc3mEte ..., ,.., ` 3 ^I ✓�� " C OE0IEYTNE MATEPoAL N11R1 ro � 1 m IN mwr�.ea` w i°tler. wrmn i._�_ 1 ORECTEDBY ENGINEER. , e... _.:• n wen •u.. � - - to v:,w . 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A9PXALT SMALL M SOR LIA33 W CArNki. COOT .01— ECTYI X 2OAD I AS C P Y N NA USE 9 TYPICAL ASPHALT DETAIL HOT MIX ASPHALT �'W=IRLdgc Hor MpA3Pwur S 9" DEPTH ASPHALT PAVING WITHIN PUBLIC R.O.W. NOT TO SCALE 1 r 1 0' SECTION A -A t �.m�'^��•�oTTOscALE 4t A A PLAN VIEW NOTTOSCN.E 8'CROSSPAN 4 CITY OF WHEAT RIDGE LY8028CROSSPAN cEuo_ DEPT. OF PUBENLIC WORKS 11 CROSSPAN GINEERING pVISION c 8.0' CROSSPAN (AT oCOMMERCIAL DRIVEWAY) n Stefling Design AS.40CIatm TIC CIVIL ENGINEERS . LANDSCAPE ARCHITECTS 1009 W. Lldemn 9Md. W300 Utdeton, CO 80110 303.794.4727 ph WwvaBteXirlgDedgJOsochhscwm PREPARED UNDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEL P.E. COLORADO REGISTRATION 48332 FOR R ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC pG�3C��01�M1��1QQ�I NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES, LLC ISSJESCREVEONS NO.: 1 DATE: pRVdl113 DE6unPi10N: IST SDP SUBMTTfE BY: JOS NO.: Z GATE: D.—PMN Sr. NO.: 3 DATE: DESCRIPTION: . NO,: A DATE DESpVIPf10N: - BY: . N0: 5 DATE: DE9CMPDON.- NO.: 6 DATE DESCMITEM - DATE. SCALE: 0410912018 PROJECT NWIAOER PRWECTNO.'. JOS DRANK HY AJY FaaJecT HACIENDA COLORADO 32nd 8E YOUNGFIELD WHEAT RIDGE, CO 80033 Regency Centers. culla REGENCY CENTERS 8480 ORCHARD RD. SUITE 6500 GREENWOOD VILLAGE, CO 80111 TEL: (303)300-5300 SHEETTTL ROADWAY DETAILS (PUBLIC) StffET NUAREi'. 6OF11 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SOUTHEAST QUARTER, NORTHWEST QUARTER, SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 5LB-1 137 1.6 0.7 0.4 0.3 0.1 0.1 0.0 +0.0 0.0 SLB -1 v "Kincim n STREET 91 W D Z \W 7Q L CV M H U) W LED PHOTOMETRIC PLAN SCALE:1"=30' Z KEY NOTES EXISTING CONCRETE FOOTINGS FROM ABANDONED POLES TO BE REMOVED FROM SERVICE. TYPICAL (5) EXISTING LOCATIONS. Luminaire Schedule 1111 HIGHWAY 25 NORTH -- LIGHT FIXTURE BUFFALO MN 55113 PH:763AS4. 549 FAX:763.682.9048 REFERENCE SPECIFICATION SHEETS Symbol Off, Label Arranged TLL LLF Descnptton BUG Robing 1 C-1 SINGLE 30000 0.20 Exist NAP 320W PSMH T3 Hoa FG 17'-0 Mfg Hf N.A. 379 C, 4 0 90 DEGREES 30000 020 Eist NAP 32M PSMH T3 Hors FG 17'-0 Mfg Ht 30.50 8 HS -2 SACK -BACK N A. 090 New Base, Pole & Fiat 130W LED TSME VS 18'-0 Mfg Ht (4000K/XX LED's/l59N LumensM IPD/XXXmA) Cree OSO Medium OSOA-xx-5ME- 401<-UXxxxxx FB3�UO-G32 4JS-1 Redev Bulding 1 Sde 8 SINGLE N A. 090 New Base. Pole & Fix[ 13OWLED TWE 18'-O Mfg Ht (4000K/XX LED's/16959 LumeI IPD/XY XmA) Cree OSO Medium OSO,A-xx-3ME4(-40K-UX xxxx N . 5 L SINGLE N A. 090 New Flood 26WLED WF VS 18'-0 Mfg Ht (50004/21 LED'sRi69 Lumens/350mA) Sconca(OSL}Klm CFL-VF-215K35UVXX ® 3 M SINGLE N . 0.90 Now Flit 13W LED T5 VS 10'-0 Mfg Ht Recessed Can (270OW XX LED's/1000 LumenaXXXmA) Xl(OSL}GresnCmstive Specfit 4 In AD4LES9027DIM010UNVMDADR4XX 81 -U0 -G0 13 N SINGLE N A. 0.90 New Flood 26W LED WF VS 1'-0 Mfg HI (5000K/21 LED's/2169 Lumens/350n,A) X4(OSL)-Kim CFL-VVF-215K35UVXX 32 -U0 -G1 }� 4 lt�g} P SINGLE N A. 0.90 New SLMVJPK Fixt 13W LED T2 FG 8'-0 Mfg Ht WeII Mt (4000KII LED/1400 Lumens/XX)onA) X5(OSL}SNvsma Slim Well Peck SLMWPKlXD13UNV740L0-XX-X 74340_74342 B1 -U0 -G0 88 0 SINGLE 21 0.90 New LF Smp 048WILF LED T5 VS FG 28'-O Mfg Ht WeII Mt (650OK/3xLF-32 LED's/0.04 LumsnsMXXmA) XLS1-Tokstar Tok,Lum Sfdp LUM VvH85DDK V_2 86U1 -G0 ® 6 RB -1 SINGLE N.A. 0.90 New Muni Bess.Pole& Fwt SOW LED T3 HS 12'-O Mfg Ht(3000K/34 LED's/4448 Lumens/530MA) Mountain Slates Pedestnen PRESTIGE-CYlIT4X-VS3AR-3MHS50W-3K-BK B1-U3G2 6 SLB -1 SINGLE NA 0.90 New Muni Base, Pole & Ext 31W LED T3 30'-0 Mfg Ht (3000K/XX LED's/3900 Lumenan00mA) GE Evolve IMountain Slates) Steel Light ERLt 04C330_ 124271V -BK Bi -UO -G1 GENERAL NOTES 1. THE PEDESTRIAN AND STREET LIGHTS IN THE PUBLIC ROW ALONG YOUNGFIELD STREET ARE TO BE INSTALLED AS PART OF THIS WORK, CONNECTED TO A CITY OF WHEAT RIDGE -METERED ELECTRICAL SERVICE AND SUCH SERVICE INSTALLATION SHALL BECOME THE PROPERTY AND RESPONSIBILITY OF THE CITY OF WHEAT RIDGE UPON TURN -OVER. 2. LIGHTING MATERIAL PROVIDER SCOPE TO INCLUDE LIGHT POLES, ANCHOR BOLTS, BASE COVERS, HAND HOLE COVERS, FIXTURES AND ARMS. 3. ANCHOR BOLTS FOR POLES ARE TO BE SCHEDULED TO ARRIVE AT JOBSITE IN TIME FOR EMBEDMENT IN C.I.P. CONCRETE POLE FOOTINGS (BY OTHERS). 4. MATERIAL AND INSTALLATION LABOR FOR CONCRETE POLE BASES INCLUDING DESIGN, EXCAVATION AND SONOTUBES, TRENCHING, CONDUIT, WIRING, LIGHTING INSTALLATION AND ELECTRICAL CONNECTIONS TO BE PERFORMED BY OTHERS. Calculation Summary 1111 HIGHWAY 25 NORTH -- LIGHT FIXTURE BUFFALO MN 55113 PH:763AS4. 549 FAX:763.682.9048 REFERENCE SPECIFICATION SHEETS Centers. Label Avg Mex Min Avg/Mm Msx/Mln aPls Property • 40 Ft 2.27 15.2 0.0 N . N.A. 379 Redev Buildinfl_i Sitle_18 7.55 30.5 1.0 755 30.50 260 Retlev Building_1 Side_19 8.50 73.8 0.2 32.50 369.00 280 Redev Bulding 1 Sde 8 1301 278. 0.0 NA. N . 170 Retlev Bulding_8 Side_10 143 2.8 0.6 238 4.67 156 Redev BUlding B Side_l1 1.11 33 00 NA. NA. 180 Dnve Entry&Exit - Bottom 3.70 33 3.7 1.00 100 1 Drive Entry & Exit- Left 3.70 3.7 3.7 1.00 111 1 Ma41 Penang 3.80 12.0 1.1 3 45 10.91 130 -- LIGHT FIXTURE REFERENCE SPECIFICATION SHEETS FOR POLE SPECS 28' 30 CONCRETE POLE BASE 7 FINISHED GRADE 2 MUNICIPAL POLE DETAIL (TYP) SCALE: NT3 -- UGHTFIXTl1RE REFERENCE SPECIFICATION SHEETS FOR POLE SPECS 10' 17 CONCRETE POLE BASE 7 FINISHEDGRADE 3 POLE DETAIL PED. (TYP) SCALE: NTS 1111 HIGHWAY 25 NORTH -- LIGHT FIXTURE BUFFALO MN 55113 PH:763AS4. 549 FAX:763.682.9048 REFERENCE SPECIFICATION SHEETS Centers. FOR POLE SPECS 16 18' �s 6 3400 YOUNGFIELD STREET WHEAT RWOE CO 80033 CONCRETE POLE BASE 7 FINISHED GRADE / ',\ POLE DETAIL PARKING (TYP) SCALE: NTS 5 LIGHT POLE BASE DETAIL (TYP) SCALE: NTS u80R�AioRY wTA�1M4:�1R# TE ccoMna ��NmIONBu�ixmwy lWEMERO OS BT AY RUMPMTUK+e NAC WNCERMA ILIUMVUTW0 C FN�NEE I"1IE=p.AWEO METNODB.ACitMLEE1-dTNCEOFANI MAWIrACfWEae WMIN\IIE MAv vARVOLETOVIJEnIoDCo'c oI`. OLTAOE, Otl7iva;E INUWPB.ANOOTIHV VAIMBIE nE+pCONPTONe. F T[nVCONTACT. paOn-Site Lighting R S,rvey. LL 1E1EB4.+51e On -Site Lightin & Survey, LLC 1111 HIGHWAY 25 NORTH SOFFE 201 BUFFALO MN 55113 PH:763AS4. 549 FAX:763.682.9048 Regency - Centers. I APPLEWOOD HACIENDA �s 6 3400 YOUNGFIELD STREET WHEAT RWOE CO 80033 R DATE INR DESCRIPTION 1 04.0, U 1. GAC/ ADDED BUILDING JCM MOUNTS LED PHOTOMETRIC PLAN g RC9oozo 0319.2018 3 g G. CREWS JMACKEY SL3.0 1 70F12 1 0 MEMO, NORTH 0 10 20 40 SCALE: 1'=20' APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 114, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO FIRELINEA TARL'fA MULTI -TENANT RETAIL f M NOL NOT A PART d &I T --T I I � L0 ------+ ----- I--- , .1 1•N 'c —Iwr, 41F.—cw>M—Iwr,—cw>M—cwua <wax a Iw>w—cw>x 2- tw>w 2 6R. a w 2 -LF - 2.R. aQe au�l &J 2490- - CIC RH IN MEMO, �A <�z Mrs a rum CE a JCi- aOB 1 2- MR - 6 -AN- 1+RR - 3. H8- F31 - PA aMT CS — 10' PSOO EASBAEHT -- - — ------ — -- 1aJ�o NO8B0�1 as ,` -- put--- l a LANDSCAPE DATA TOTAL LOT AREA 26,798 SF DESCRIPTION REQUIRED PROPOSED OPEN SPACE/LANDSCAPING LIVING LANDSCAPING 10-A MIN. OF GROSS LOTAREA/2,680S.F. MIN. 38%110,175S.F. TURF 30% MAX. OF TOTAL LSAREA/3,188 S.F. MAX 8%/090 S.F. BEC26 j0 -,3,i LANDSCAPE W ITNIN BLOC STSK ABUTTING PUBLIC RIGHT-OF4NAY DESCRIPTION LENGTH REQUIRED PROPOSED YOUNGFIELD STREET 352' 1TREE PER 35 LF/11 TREES 5TREE5 SEC26-502.0.3.b ONSITE LANDSCAPE DE CRI TION REQUIRED PROPOSED TREES i TREE PER 1,000 SF REQ. LSAREA13 TREES 26 TREES SHRUBS 10 SHRUBS PER 1,000 SF REQ. LSAREA127 SHRUBS 359 SHRUBS DUE TO SIGHT VISIBILITY RESTRICTIONS, EXPECTED LARGE MATURE SIZE OF THE PROPOSED TREES, AND PROXIMITY TO PROPOSED LIGHT POLES, STREET TREE QUANTITY REDUCED TO 5 TREES. (REC. NO.I ------------------- YOUNGFIELD STREET LEGEND QO p PROPOSED GRANITE BOULDERS, REFER TO PLANT LIST FOR SIZES 0 0000n PROPOSED RIVER ROCK MULCH COVER PROPOSED COBBLE MULCH COVER PROPOSED RTF FESCUE SOD -IRRIGATED 2 OSterling Design Asmiates, III: IVIL ENG I N EERS LAI.-: 2008 W LI[tlatan &vd /300 L.W.—. CO 80120 303.794.4727 Ph vvwvr.5mrting0asipnAaodamzcam PREPARED UNDER THE CIREC7 SUPERIASION OF JOSEPH G. SCHIEL P E. COLORADO REGISMAT ON48332 FOR & ON 891ALF OF SfERU NG DESIGN ASSOCIATES, LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESIGN ASSOCIATES. LLC 1E9JE9d PENSIONS NO I GATE: BY — 9 -NO.: 2 DATE: BY DEEORIPTICN. NO.: 3 DATE: BY DE.Rb't W - N0: a GATE: BY DEECRPTON: - NO- 5 OATE: BY n0. 5 GATE. BY DE.- -E ECAIP 031012918 1• ae 211. PROTECT NW AOM MODE TNO JOB OR—BY: DRA WFIIF: NEN FRaECT. HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 Regency - Centers. CLIENT: REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 B1EEr TRIS. LANDSCAPE PLAN 91EEr.—R: SHEET 8 OF 12 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PLANT LIST - ON SITE OTY ABBR SYMBOL COMMON/BOTANICAL NAME SIZE REMARKS DECIDUOUS SHADE TREES Hesperaloe p,,Alora 2 CA DECIDUOUS SHADETREES 3-5 TRUNKS FULL CROWN, ORNAMENTAL GRASSES S&,B STAKED, SPECIMEN FULL FORM /^� ��1y,r QUALITY 83 HS BLUE AVENA GRASS #1 CONTAINER SPACING PER PLAN 3 GEF SEEDLESS KENTUCKY COFFETREE 2' CAL. FULL CROWN, 2 JM Helictotrichon sempevirens (ESTABLISHED) FULL FORM DECIDUOUSSHRUSS .,nodas ioiws'Espr- B&B STAKED, SPECIMEN 13 CK ] --KARL FOERSTER FEATHER REED #1 CONTAINER SPACING PER PLAN 0- SASKATOON SERMCE.ER.Y 5'•BCLUMP FULL CROWN, QUALITY ...///Amalenchi-Inifdie Calamagrostis ecutif-'Kad Fo-ter (ESTABLISHED) FULL FORM 6 GS + SKYLINE HONEYLOCUST 2"CAL. FULL CROWN, ��J// Amarphe canescens (18'-24" HT.) FULL FORM SPACING PER PLAN Gleditsia triacanthos v. Inerrris Skyline B&B STAKED, SPECIMEN PERENNIALS 35 TRUNKS FULL CROWN, ,,,JJ///M Acer grandidentahim T-8 HT., B&B SPECIMEN QUALRY QUALITY 36 AM 0- MOONSHINE YARROW #1 CONTAINER SPACING PER PLAN 4 OB s TEXAS RED OAK 2' CAL, FULL CROWN, 0--BLUEMISTSPIREA Achlllea'Moonshine' SPACING PER PLAN FULL FORM CaryopOe xclandonansis'Blue Mist Quercus budder B&B STAKED, SPECIMEN 10 ASv BASKET -OF -GOLD ALYSSUM #1 CONTAINER SPACING PER PLAN S « f-- RABBITBRUSH #5 CONTAINER SPACING PER PLAN QUALITY \\...!! Chryso8mmnus nauseosus Aurinie .-filis FULL FORM FULL FORM 6 UP PATRIOT ELM Ulmus'Petriot' 2'CAL. FU LL CROWN, 11 PR(D- BRIDGE'SPENSTEMON #1 CONTAINER SPACING PER PLAN (D- RUSSIAN SAGE �� B&B STAKED, SPECIMEN Perovslcia etdplicicifofla Penstemon rostriflorus FULL FORM FULL FORM ALPINE CURRENT #5 CONTAINER SPACING PER PLAN QUALITY Ribes alpinum (18'-24" HT.} FULL FORM ORNAMENTAL TREES RED FALSE YUCCA #1 CONTAINER SPACING PER PLAN DECIDUOUS SHADE TREES Hesperaloe p,,Alora 2 CA RUSSIAN HAWTHORN 3-5 TRUNKS FULL CROWN, SPACING PER PLAN Cretaegus ambigua S&,B STAKED, SPECIMEN FULL FORM /^� ��1y,r QUALITY 5 MT (o }--THUNDERCHILD CRAB 2"CAL. FULL GROWN, QUALITY �.J Malus x'Thunderchild B&B STAKED, SPECIMEN 2 JM /�f�, ( )-MOONGLOW JUNIPER 15 GAL. CONTAINER SPACING PER PLAN QUALITY DECIDUOUSSHRUSS (5'-6'HT.) SPECIMEN QUALITY QUALITY ,�^+a CHINKAPIN OAK 2"CAL. 1 AA 0- SASKATOON SERMCE.ER.Y 5'•BCLUMP FULL CROWN, STAKED, SPECIMEN ...///Amalenchi-Inifdie B&B SPECIMEN QUALITY 9 AC 1 + t LEADPLANT #5 CONTAINER SPACING PER PLAN ��J// Amarphe canescens (18'-24" HT.) FULL FORM SPACING PER PLAN Rosa Flower Carpet Red (12'-18' HT) 1 AG 0-BIGTOOTH MAPLE 35 TRUNKS FULL CROWN, ,,,JJ///M Acer grandidentahim T-8 HT., B&B SPECIMEN QUALRY 4 AT } : {---FOUR WING SALTBUSH #5 CONTAINER SPACING PER PLAN FULL FORM �.✓ Atriplexcaimans (18'-24'1-T.) FULL FORM 18 C8 0--BLUEMISTSPIREA 05 CONTAINER SPACING PER PLAN CaryopOe xclandonansis'Blue Mist (18-.24- HT.) FULL FORM SOD J'�'� 8 CN S « f-- RABBITBRUSH #5 CONTAINER SPACING PER PLAN \\...!! Chryso8mmnus nauseosus (20--30-HT) FULL FORM 11 CP Q- PYGMY PEASHRUB #5 CONTAINER SPACING PER PIAN Caragana pygmaea (1Z"-IB"HT) FULL FORM 22 PA (D- RUSSIAN SAGE #5 CONTAINER SPACING PER PLAN Perovslcia etdplicicifofla (18'-24' HT.) FULL FORM 13 RA ALPINE CURRENT #5 CONTAINER SPACING PER PLAN Ribes alpinum (18'-24" HT.} FULL FORM 9 RF � FRAGRANT SUMAC #5 CONTAINER gUACING PER PLAN Rhus aromatics( FULL FORM 58 RG -- GREEN MOUND ALPINE CUR RANT #5CONTAINER SPACING PER PLAN Ribes alpinum'Green Mound' (12"-18" HT.) FULL FORM 16 RH Q -DWARF FRAGRANT SUMAC #5 CONTAINER SPACING PER PLAN Rhus ammatica'Gro-lod (12"-18" HT) FULL FORM 36 RR o-`_ -FLOWER CARPET RED ROSE #5 CONTAINER SPACING PER PLAN Rosa Rmer Carpet Red (12'-18' HT) FULL FORM EVERGREEN SHRUBS 6 AB -� MOCK BEARBERRY MANZANITA Ardostaphylos x coloradoensis #5 CONTAINER (18'-24' SPR) SPACING PER PLAN FULL FORM Mock Bearbem/ 9 HP RED FALSE YUCCA #1 CONTAINER SPACING PER PLAN DECIDUOUS SHADE TREES Hesperaloe p,,Alora FULL FORM 22 JG S } f ---GREEN CARPET JUNIPER #5 CONTAINER SPACING PER PLAN 2 CO O Juniperus communis Green Carpet' (18%24° SPR.) FULL FORM ��1y,r B&B STAKED, SPECIMEN 3 JH (D--HETZI COLUMNAR JUNIPER 15 GAL. CONTAINER SPACING PER PLAN QUALITY k 3A Juniperus chinensis'Hetzi Colummeris' (6'-7' HT.) SPECIMEN QUALITY 2 JM /�f�, ( )-MOONGLOW JUNIPER 15 GAL. CONTAINER SPACING PER PLAN STAKED, SPECIMEN YC(IJ Juniperus scopularum'Mconglow' (5'-6'HT.) SPECIMEN QUALITY QUALITY ,�^+a CHINKAPIN OAK 2"CAL. 5 JW { o fWILTON CARPET JUNIPER #5 CONTAINER SPACING, PER PLAN STAKED, SPECIMEN �,x_f Junipews horizontalis'Wiltoru' (18°-24°SPR.) FULL FORM 115 MR Isi----CREEPING OREGON GRAPE HOLLY #5CONTAINER SPACING PER PLAN Mahonia rep- (12" HT) FULL FORM BOULDERS/MULCH BOULDERS: Q 2'-8"X3'-6' 2'X3' � 1'-6'X2' GRANITE GRANITE GRANITE BOULDER BOULDER BOULDER QTY:a OTY:6 OTY:6 MULCH: 8,388 SF 1.5' DIA. ROCK MULCH WITH DOUBLE SHREDDED BARK MULCH RINGS, SEE LANDSCAPE NOTES. 2,065 SF 3"-6" DIA. COBBLE MULCH WITH DOUBLE SHREDDED BARK MULCH RINGS, SEE LANDSCAPE NOTES. NOTE: 1) BOULDER SIZE CAN VARY BY 6' IN ANY DIRECTION BURY 1/4 OF BOULDER INTO FINISH GRADE 2) ALL MULCH MINIMUM 3" DEPTH. ROCK MULCH AREAS SHALL BE COVERED WY SPECIFIED ROCK MULCH OVER WEED BARRIER FABRIC. 3) BOULDER, COBBLE AND RIVER ROCK COLOR TO BE MEDIUM TONED COLOR MDC OF BROWN, TAN, PINK, GRAY AND SHADES OF CREAM AND WHITE. SOD 890 S.F. RTF FESCUE SOD - IRRIGATED NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFSAND QUANTITY CALCULATIONS, TO INCLUDE PLANT MATERIALS AND GROUND COVERS. 2. IN THE EVENT OFA DISCREPANCY BETWEEN THE PLAN AND THE LANDSCAPE LEGEND, THE PLAN SHALL TAKE PRECEDENCE AND NOTIFY THE LANDSCAPE ARCHITECT OF THESE DISCREPANCIES. 3. ALL LIVING LANDSCAPING SHALL BE SERVED BY AN AUTOMATIC, ZONED IRRIGATION SYSTEM. PLANT LIST - RIGHT-OF-WAY QTY ABBR SYMBOL COMMON/BOTANICAL NAME SIZE REMARKS DECIDUOUS SHADE TREES 2 CO O WESTERN HACKBERRY 2"CAL. FULL CROWN, Celtisoccidemalis B&B STAKED, SPECIMEN QUALITY 1 GE ♦ SEEDLESS KENTUCKY COFFEETREE 2'CAL. FULL CROWN, Gymnodadus dioicus'Espresso' B&B STAKED, SPECIMEN QUALITY 2 QM ♦ CHINKAPIN OAK 2"CAL. FULL CROWN, Quercus mushlenbergil B&B STAKED, SPECIMEN QUALITY DECIDUOUS SHRUBS 3 RR �-- FLOWER CARPET RED ROSE #5 CONTAINER SPACING PER PLAN Rosa Flower Carpet Red (12'-18' HT) FULL FORM EVERGREEN SHRUBS 3 JO } GREEN CARPET JUNIPER #5 CONTAINER SPACING PER PLAN Junipems communis'Green Carpet (18"-24- SPR.) FULL FORM PERENNIALS 6 AM 0- MOONSHINE YARROW #1 CONTAINER SPACING PER PLAN Achill -'Moonshine' FULL FORM SOD 2,535 S.F. RTF FESCUE SOD- IRRIGATED BOULDERS/MULCH BOULDERS: Q 2'X3' GRANITE BOULDER QTY: 2 MULCH: 15B SF 1.5' DIA. ROCK MULCH WITH DOUBLE SHREDDED BARK MULCH RINGS, SEE LANDSCAPE NOTES, NOTE: 1) BOULDER SIZE CAN VARY BY 6" IN ANY DIRECTION BURY 114 OF BOULDER INTO FINISH GRADE 2) ALL MULCH MINIMUM 3' DEPTH. ROCK MULCH AREAS SHALL BE COVERED W/ SPECIFIED ROCK MULCH OVER WEED BARRIER FABRIC. 3) BOULDER, COBBLE AND RIVER ROCK COLOR TO BE MEDIUM TONED COLOR MIX OF BROWN, TAN, PINK, GRAY AND SHADES OF CREAM AND WHITE. LANDSCAPE NOTES 1. COORDINATION THIS LANDSCAPE ARCHITECTURAL SITE PLAN IS TO BE USED IN CONJUNCTION WITH THE CIVIL, ARCHITECTURAL MECHANICAL, ELECTRICAL, STRUCTURAL AND IRRIGATION PLANSAND SPECIFICATIONS TO FORM COMPLETE INFORMATION REGARDING THIS SITE. 2. COMPLIANCE CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES. 3. GUARANTEE ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR, FROM DATE OF FINAL ACCEPTANCE, AT NO ADDITIONAL COST TO THE OWNER, 4. COMPLETION AND MAINTENANCE A. FINAL ACCEPTANCE: WITHIN TEN DAYS OF CONTRACTOR'S NOTICE THAT THE ENTIRE PROJECT IS COMPLETE THE LA. SHALL REVIEW INSTALLATION. IF FINAL ACCEPTANCE IS NOT GIVEN, THE LA. SHALL PREPARE APUNCH LIST OF PENDING ITEMS. THE PUNCH LIST ITEMS SHALL BE COMPLETED BY THE CONTRACTOR WITHIN TEN CALENDAR DAYS FROM DATE ISSUED. SUBSEQUENT REVIEW ANDAPPROVAL SHALL SIGNIFY ACCEPTANCE. B. MAINTENANCE: ALL LANDSCAPING SHALL BE MAINTAINED FROM INSTALLATION TO FINAL ACCEPTANCE. MAINTENANCE SHALL INCLUDE WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, ROLLING, REGRADING, REPLANTING, DISEASE AND INSECT PROTECTION. 5, SITE CONDITIONS LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. DONOT PROCEED UNTIL CONDITIONS ARE CORRECTED. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISHED GRADESAND POSITIVE DRAINAGE IN LANDSCAPE AREAS. 6. DAMAGE AND CLEANING A. CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED DUE TO THIS WORK AT NO ADDITIONAL COST TO THE OWNER. B. CONTRACTOR SHALL CLEAN ALL AREAS DUE TO THIS WORKAND PROPERLY REMOVE ALLUNUSED MATERIALS FROM SITE. 7. RIGHT OF REJECTION OWNER/LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY MATERWLSAT ANY TIME. ALL PLANT MATERIALS SHALL MEET THE MINIMUM CURRENT "AMERICAN STANDARDS FOR NURSERY STOCK' BY THE AMERICAN ASSOCIATION OF NURSERYMEN. CONTRACTOR SHALL PROVIDE SAMPLES, SPECS., AND OR TAGS FOR ALL MATERIALS. 8. SOIL PREPARATION SOD AND SHRUB BED AREAS SHALL RECEIVE SIX INCHES OF APPROVED TOPSOIL. AMEND SOIL WITH FOUR CUBIC YARDS PER THOUSAND SQUARE FEET OF ORGANIC COMPOST. COMPOST TO HAVE A C:N RATIO BETWEEN 15:1 AND 30:1, LESS THAN 6 mmhoVPrn SALT CONTENT, A PH BETWEEN 6.5 AND 8.5, AND OVER 30% ORGANIC MATTER. APPLY 5 LBS. OF 20-10.5 GRANULAR FERTILIZER PER THOUSAND SQ. FEET. ROTOTILL AMENDMENTS AND TOPSOIL TO A DEPTH OF SIX INCHES. VERIFY SOIL PREP SPECIFICATIONS WITH WATER PROVIDER STANDARDS. PROVIDE EVIDENCE OF APPLICATION AS REQUIRED. RAISED PLANTERS SHALL BE FILLED TO 36" DEPTH WITH A BLENDED SOIL CONTAINING 33% PREMIUM COMPOST AND 66% SCREENED TOPSOIL. 9. PLANTING TREES AND SHRUBS SHALL BE PLANTED PER DETAILS. STAKE AND GUY TREES PER DETAILS. TREE AND SHRUB BED LOCATIONS SHALL BE APPROVED PRIOR TO PLANTING. BACKFILL WITH 1/3 SOIL AMENDMENT AND 2/3 SITE SOIL, THOROUGHLY MIXED. FERTILIZE AS RECOMMENDED WITH AGRIFORM TABLETS. 10. EDGER INSTALL 4' ROLL-TOP RYERSON STEEL EDGING (14 GAUGE WITH GREEN FINISH) OR EQUAL, INSTALL WITH STAKES AND SPLICERS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL BETWEEN ALL SOD OR SEEDED AREASAND MULCHED AREAS. 11. MULCH ALL SHRUB AND PERENNIAL BEDS SHALL BE MULCHED WITH AMINIMUM 3"-4"THICK LAYER OF MULCH AS SPECIFIED IN THE LEGEND (EITHER SHREDDED CEDAR BARK MULCH, 3"-6' COBBLE, OR 1 1/2. ROUNDED RIVER ROCK). AFTER ALL PLANTING IS COMPLETE, THE CONTRACTOR SHALL INSTALL INSTALL A4' THICK RING OF DOUBLE SHREDDED CEDAR BARK MULCH AROUND ALL PLANT MATERIAL IN ROCK MULCH BEDS WHERE LANDSCAPING IS SHO'MN ON THE PLANS. WOOD MULCH RING SIZE SHALL BE THE SIZE OF THE OF SHRUB, PERENNIAL, AND ORNAMENTAL GRASSS CONTAINER/ROOTSALL. TREE INSTALLATION/RING SHALL REFERENCE INDUSTRY STANDARDS SET FORTH IN THE CONTRACTORS HANDBOOK PUBLISHED BY THE STATE'S LANDSCAPE CONTRACTORS ASSOCIATION. INSTALL WEED BARRIER FABRIC UNDER ALL ROCK MULCH SHRUB BEDS SPECIFIED ON THE PLANS ONLY. NO LANDSCAPE FABRIC SHALL BE USED INWOOD MULCH AREAS. 12. SODDING $OD SHALL SE'RTF" FESCUE BY GREEN VALLEY TURF (GVT) (303-79&6764). SOIL PREP,. INSTALL AND WATER ACCORDING TO GVT GUIDELINES. 13. MAINTENANCE THE PROPERTY OWNER OF RECORD, THE OWNER'S AGENT OR TENANT SHALL KEEPALL LANDSCAPING INA WELL MAINTAINED AND HEALTHY GROWING CONDITION. 14. IRRIGATION A DESIGN BUILD, AUTOMATIC IRRIGATION SYSTEM, MEETING LOCAL REQUIREMENTS, SHALL BE DESIGNED AND INSTALLED PROVIDING ADEQUATE IRRIGATION COVERAGE TO PROPOSED LANDSCAPE AREAS. ALL SHRUBAREAS SHALL USE DRIP IRRIGATION. REFER TO THE UTILITY PLAN FOR THE IRRIGATION CONNECTION LOCATION. THE WATER SUPPLY AND BACKFLOW PREVENTER 15 TO BE CONNECTED TO THE BUILDING SERVICE UNEAFTER THE WATER FLOWS THROUGH THE METER. IRRIGATION DESIGN/BUILD NOTES 1. CONTRACTOR SHALL COORDINATE WITH THE SHOPPING CENTER OWNER AND MAINTENANCE GROUP THE LOCATIONS OF THE EXISTING IRRIGATION MAINLINES, LATERAL LINES, WIRING, AND HEADS IN THE FIELD, POINT OF CONNECTION IS NOTED ON LANDSCAPE PLAN, CONTRACTOR SHALL ISOLATE THE REDEVELOPMENTAREAW SYSTEM FROM THE SHOPPING CENTER SYSTEM. CUT, CAP, EXTEND, AND RECONNECT ALL SHOPPING CENTER IRRIGATION MAINLINE, LATERAL LINES, AND WIRING AS NECESSARY. IMMEDIATELY REPAIR AND/OR REPLACEANY EXISTING IRRIGATION DAMAGED DURING CONSTRUCTION. ADJUST EXISTING IRRIGATION AS NECESSARY TO MAINTAIN PROPER COVERAGE OF IRRIGATION TO REMAIN. 2. CONTRACTOR SHALL COORDINATE WITH THE SHOPPING CENTER OWNER AND MAINTENANCE GROUP FOR THE CONNECTION OF NEW ZONES AND LOCATION OF NEW CONTROLLER. 3. ALL TURF AREAS SHALL HAVE HEAD TO HEAD COVERAGE WITH APPROPRIATE DRIP IRRIGATION TO ALL SHRUBS AND PERENNIALS AREAS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING SHOPPING CENTER IRRIGATION IN PROPER FUNCTIONING ORDER DURING CONSTRUCTION. ONCE CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL ENSURE THE SHOPPING CENTER SYSTEM IS WORKING TO THE SATISFACTION OF THE SHOPPING CENTER OWNER/MAINTENANCE GROUP. S. CONTRACTOR SHALL RUN ENTIRE SYSTEM FOR OWNER OPERATIONS REPRESENTATIVE FOR FINAL APPROVAL AND ACCEPTANCE. 6. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE. 7, ALL UPGRADES AND/OR MODIFICATIONS SHALL MEET CURRENT IRRIGATION INDUSTRY STANDARDS FOR THE CITY OF WHEAT RIDGE AND STATE OF COLORADO. OSterling Design Assodiw% lit 2009W I,ttte[on Blvd. #300 L,Ltlemn, CO 80126 301]94.4]27 PD www.5[er rngDcs,gnAswaa[escom PREPARED LOUDER THE DIRECT SUPERVISION OF JOSEPH G. SCHIEI P.E. COLORADO REGI51RABON 48332 FOR B ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING DESGN ASSOCIATES. LLC NO. t DATE: Bn DEscRIPr1oN DEscRlrnw-. Na. 3 DINE - Bv: - DEsckIPnON - NG.: d IATE eY'. _RIPTIW . No.sr. . OESCRIPTIQV'. . NO'. I DATEBY. of 11'r- . DATE SCALE 03120/2018 - PR61ECi m4VAGER: PROJECTNO JGB DRA-ar. DRAW NG FRE: MEH FR -T HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 Regency - Centers. W - REGENCY CENTERS MO ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE, CO 80111 TEL: (303) 300-5300 SHEET TITLE PLANT LIST & NOTES SHEET 9 OF 12 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 2 x ROOTBALL DIA. DO NOT CUT SINGLE LEADER, PRUNE DAMAGED OR DEAD WOOD AND CO -DOMINANT LEADERS AT LANDSCAPE ARCHITECT'S DIRECTION ONLY. 12' NYLON TREE STRAP ON GUY WIRE AND AROUND TREE TRUNK. 12' DAM. WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIRE. 12 GAUGE GALVANIZED WIRE DOUBLE STRAND TWISTED. 6' STEEL T -POST (2 MIN.) (4' EXPOSED) WRAP ENTIRE SURFACE OF TRUNKTOSECOND BRANCH WITH SPECIFIED TREE WRAP MATERIAL SECURED AT TOP AND BOTTOM & AT 2 -FT. INTERVALS. RE: SPECS FOR TIMING. SET ROOT COLLAR 3" HIGHER THAN GRADE AT WHICH TREE GREW, 48' CIRCLE OF SHREDDED BARK MULCH (4° DEEP) AROUND BASE OF TREES IN GRASS AREAS. FORM SAUCER AROUND EDGE OF TREE PIT. FINISH GRADE REMOVE ALL TWINE AND WIRE FROM TOP AND SIDES OF ROOTBALL. PULL BURLAP BACK2/3MINIMUM. SLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES PRIOR TO BACKFILLING. SPECIFIED BACKFILL MIXTURE STAKE TO EXTEND MIN. 24' INTO UNDISTURBED SOIL. UNDISTURBED SUBGRADE ANY BROKEN OR CRUMBLING ROOT13ALL WILL BE REJECTED. REMOVING THE WIRE WILL NOT BEAN EXCUSE FOR DAMAGED ROOTBALLS. REMOVE STAKING AFTER ONE YEAR DECIDUOUS TREE PLANTING NOT TO SCALE LANDSCAPE NOTES 1. ALL LANDSCAPED AREAS AND PLANT MATERIAL SHALL BE SERVED BY A FUNCTIONING AUTOMATIC IRRIGATION SYSTEM WHICH COMBINES DRIP & SUBSURFACE IRRIGATION WITH HIGH EFFICIENCY SPRINKLERS. 2. AT A VERTICAL DISTANCE OF 3&' TO 98" ABOVE THE GUTTER FLOW LINE, UNOBSTRUCTED VIEW SHALL BE PROVIDED AND MAINTAINEDAT ALL TIMES WITHIN THE SIGHT DISTANCE TRIANGLES. 3, USE OF NON-LNING MATERIALS SHALL NOT EXCEED 35-A OF THE REQUIRED LAN DSCAPE AREA. CONCRETE CURB OR SIDEWALK PRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. SET SHRUB 1"HIGHER THAN THE GRADE AT WHICH TGREW. DIG PLANT PR TWICE AS WIDE OR MORE AS THE CONTAINER. APPLY SPECIFIED MULCH 4' DEEP OVER SPECIFIED WEED MAT. FINISHED GRADE ALL JUNIPER PLANTS SHOULD BE PLANTED SO TOP OF ROOT MASS OCCURS AT FINISH GRADE OF MULCH LAYER. LOOSEN SIDES OF PLANT PIT AND ROOTBALL. REMOVE CONTAINER BACKFILL: ONE THIRD ORGANIC MATTER TWO THIRDS SITE SOIL THOROUGHLY MIXED. ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE CONTAINER WILL NOT BEAN EXCUSE FOR DAMAGED ROOTBALL. SHRUB PLANTING 3 NOT TO SCALE CLUMP TREES SHALL HAVE SPECIFIED NUMBER OF TRUNKS. SHRUB FORMS WILL BE REJECTED, DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. WATER RING - INSTALL AT END OF PLANTING REMOVE PRIOR TO SODDING OR IRRIGATED SEEDING. PLANT ROOTBALL 2' HIGHER THAN WHICH IT GREW (IN IRRIGATED AREAS) IN NON -IRRIGATED AREAS PLANT TREE AT GRADE WM ICH IT GREW. APPLY 4" OF BARK MULCH TO THE OUTSIDE EDGE OF SAUCER UPON PLANTING APPLY 18-24" RING OF BARK MULCH 4" DEEP UPON COMPLETION OF SEEDING OR SODDING FINISHED GRADE CUT AND REMOVE BURLAP FROM TOP AND SIDES OF ROOTBALL. REMOVE ALL WRES AND NYLON TIES. IF TREE IS IN FIBER POT, REMOVE PRIOR TO PLANTING. ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE WIRE WLL NOT BEAN EXCUSE FOR DAMAGED ROOTBAILS. SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION. HOLE SHOULD HAVE ROUGHENED SIDES CLUMP TREE PLANTING NOT TO SCALE 2 OSterling Design Associates, Ik 2009 W. Lt— Bivd. #300 LI'll"M n, CO 00120 303.794, 4727 - www.St l.gDe ,Aisonatesccm PREPARED UNDER THE DIRECT SURE RUISON OF JOSEPH G. SCHIEL P E COLORADO RE'ISTRAnoN48332 FOR &ON BEHALF OF STEiRUNG CESGN ASSOCIATES, LLC PRELIMINARY NOT FOR CONSTRUCTION STERLING ORS ON ASSOCIATES, LLC 195UES&REN90N5 NO IDATE. er DEBCRIPTION. NO 2 OATS. BY DEEORIPTON. Dl --NON. . NO: d DNE- DEscalanaN: . BESCRIPnON: NO 6 DATE BY DEBCRIPnRl. SHEET 10 OF 12 DO NOT CUT OR DAMAGE LEADER RUBBER HOSE(1/2" DLA. OR 12'NYLON DATe 2ALE TREE STRAP ON GUY WIRE TO PROTECT TREE. �— 03/20/2018 ?12 GALVANIZED WIRE TWISTED DOUBLE STRAND. MIN. 3 GUY WIRES PER TREE. PRaECT µwecER ECTNO �. LONG -LITE PVC PIPE JGS ON EACH GU ON EACH GUY WIRE. WIRE. DR.wm er. O—NC FIN= SET ROOTBALL 3" HIGHER THAN GRADE AT MEH WHICH TREE GREW. I APPLY 4* OF BARK MULCH TO THE OUTSIDE EDGE OF W WI1 I SAUCER UPON PLANTING APPLY 18-24' RING OF BARK Paaecr. 11 MULCH 4" DEEP UPON COMPLETION OF SEEDING OR SODDING. HACIENDA COLORADO yttiyL�— FINISHEDGRADE 32nd & YOUNGFIELD - - 30" METAL "T' STAKE. DRIVE VERTICALLY WHEAT RIDGE, CO 80033 l _ _ INTO UNDISTURBED SOIL, FLUSH W/GRADE. - REMOVE BURLAP FROM TOP 2130E ROOTBALL. MOVE TWINE&WIRE FROM TOP AND SIDES OF ROOTBALL. Regency- -! UNDISTURBED SUBGRADE Centers. SPECIFIED BACKFILL MIXTURE HOLE 2 x ROOTBALL DIA. SHOULD HAVE ROUGHENED SIDES AND FERTILIZER APPLICATION REMOVE GUYING AFTER ONE YEAR. CLIENT. INSTALL SPECIFIED MULCH TO REGENCY CENTERS ORIPLINE OF TREE WHERE PLANTED IN LAWN AREAS. 8480 ORCHARD RD. SUITE 6900 DO NOT PROVIDE WATER BASIN IN GREENWOOD VILLAGE, CO 80111 IRRIGATED LAWN AREAS. TEL: (303) 300-5301) EVERGREEN TREE PLANTING 4 NOTTOSCALE s'EEr TILE LANDSCAPE DETAILS SHEET 10 OF 12 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT X15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO J,VPA%WET r,-1EAST ELEVATION L 3/10" . P_O• SOUTH ELEVATION I EAST FACADE - 2748 SF MATERIALS 8 TRANSPARENCY SUMMARY NO, MATERIAL SF % OF FACADE 9-1 STOW vDm 1613 609 a-1 CAALY O OD 141 METAL 13 1.1 PF -1 STUCCO WS4 358 T-1 TILE LT711 OD UD -1 IL170D 11 of, TOTAL INB RI!11i1!11nr1uaU!Lr;eN;IrntIrNllTflnfnnnlrtalnlninlUAtUUVI1,14 IIfil1,1 MI MIA llaaflr{yltlrllriniRluTnrti/lrtllaflrilllfiRltallTj •',•, . �®II'II�IIIIII®®®� � ,ai�111711 I' �� m mEMEN, 111 unmmrxnnrnurmaumtearo!{TnrwmnmrnmrnminnnrenrLmminnnrmnxrnmtimnrnt+TnrxRnmrtannuTLnIT!ulnm ( � ��1.r.r.��Fi.G=dfaA7a.Gi�rii�G../rr.rr..1..71.r.!•rrvrrrl.rl �� I�J 1....1....,.....1.A•1 Iq..l.�.�..p.q��q.1..�If16T8I{TAIlUIR11tY00llttilgGltTIU1f111tUlTlll(itUi1111L1111AA}INI�! r.r.r.r.r.r.r.r.r.r = � � _ Iyl{i� � f411{ftllifAlilll!flliffil(tAi1f:11111if111�1,11;11fi(H�fiif01i41f�f81�H�1j1� IIA/t11��ANN1�1�1�\i_...�_r .......... ,............. ,. », i�j®IIIIIIIIIII�I®� 1 � 1 T {' Ell ii I '�. I I j� i( I / { 1..will L..R1.1 imom I'� I I j I I i!}}tt(SS �I�il^lI�IIAL�ti�lli�11�L�118lltll^if�R�ll�l/�IT�/7�N�ri�I/f��iAL�U�tf1�1� MY 0081100 SOUTH ELEVATION I EAST FACADE - 2748 SF MATERIALS 8 TRANSPARENCY SUMMARY NO, MATERIAL SF % OF FACADE 9-1 STOW vDm 1613 609 a-1 CAALY O OD 141 METAL 13 1.1 PF -1 STUCCO WS4 358 T-1 TILE O OD UD -1 IL170D 11 of, TOTAL INB F OlILSISOUI%IIDINAR llT FOR CONSTRUCTION STE.JNO OESMASSOCIATE'A LLC .BUEYi xn oaavanare Ro. : GTe m .d: a GTE - m: . �ewn,on . R2 a GlE - m: oFsdavrAx . - ocacaRr,wk . GTE Rwe il,Q•t�P o4rwrzole vw,ecrMAwnRc Rms'crrn: aenxw m:.n ou"wran.e HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 Regency Centers. REGENCY CENTERS 8480 ORCHARD RD. SUITE 8900 GREENWOOD VILLAGE, CO 80111 TEL (303)300-5300 i11ERT111G BUILDING ELEVATIONS 11 OF 12 itFARAFET T6 T�- 0.: QY-0• 1/PAR Y'Et TA'ARAw a $ ' iiPARAFI:T anr-o• hit TRASH 0. H E : Ilo'-0• APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT X15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO WEST ELEVATION 2 3/16 1'-0. WEST FACADE - 2744 SF Oil MATERIALS & TRANSPARENCY SUMMARY NO. MATERIAL SF I % OF FACADE 9-1 STONE YEIFER 2531 97 61-4 CiLAZIM 1n 763 M-1 MIAL 3 of FF -I STUCCO 1366 498 T-1 TRE n OB LLD -1 WOOD 316 0.1 TotAL 7147 NORTH ELEVATION 3/Ib• . r -o• NORTH FACADE - 3340 SF MATERIALS 8 TRANSPARENCY SUMMARY NO. MATERIAL SF X OF FACADE 8-1 Wow VDDR Oil 310 ad aAZMG 107 703 M -I METAL 1% 516 FF -1 670000 hobo 30.9 T-1 TRE 0 OO W7 -I I WOODAn 17] TOTAL Zn PRELMNG� RY NOT FOR CONSTRUCTION 9TEFWNG GEBMw A680CWTft LLC p8UP9 • Ncl1lONe GEdCIEP110N xa x uvc n oEacw.nak Mp; 3 Mn: a OA E - W. - owcavriCrr: . M0.: a MTE W: 0ElCNPIIGk . ate: owans+s rbexcrM�xmc w�aEm Ma, awn er: awwxo Re: rnocar HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 Regency - Centers. REGENCY CENTERS 8480 ORCHARD RD. SUITE 8900 GREENWOOD VILLAGE, CO 80111 TEL: (303)300 -SWC m Me BUILDING ELEVATIONS 12 OF 12 Applewood Village Shops Applewood Village Shops 60635 PNC BANK, N.A. 60635.1031 STUB CHECK NO: 1479 1 of 1 DATE: 04/03/18 Invoice Number Date Payment Advice Gross Discount Net Amount Amount 6063502.152001REVIE 03/21/18 review fee 1090.00 1090.00 VENDOR: 650192 Totals: 1090.00 1090.00 City of Wheat Ridge City Hall 7500 W 29TH AVENUE PLEASE DETACH AND RETAIN THIS STUB FOR YOUR RECORDS. WHEAT RIDGE CO 80033 � 4 -f submitted ]�� 91 City of planner. In W heat Pkidge be accepted LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29tb Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) U.S. Retail Partners, LLC c/o Regency Applicant Centers Phone 303-300-5335 Email tommetzger@regencycenters.com Address, City, State, Zip 8480 Orchard Road, Suite 6900, Greenwood Village, C080111 U.S. Retail Partners, LLC c/o Regency Owner Centers Phone 303-300-5335 Email tommetzger(cD_regencycenters.com Address, City, State, Zip 8480 Orchard Road, Suite 6900, Greenwood Village, CO 80111 ContactSterling Design Associates Phone 303-794-4727 Email JoeS@SterlingDesignAssociates.com Address, City, State, Zip 2009 W. Littleton Blvd., #300, Littleton, CO 80120 (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.) Location of request (address): 3298 Youngfield Street (Approx.) Type of action requested (check one or more of the actions listed below which pertain to your request): ❑ Change of Zone or Zone Conditions ❑ Special Use Permit ❑ Subdivision — specify type: O Planned Development (ODP, SDP) ❑ Conditional Use Permit ❑ Administrative (up to 3 lots) ❑ Planned Building Group ❑ Site Plan ❑ Minor (4 or 5 lots) O Temporary Use, Building, Sign ❑ Concept Plan ❑ Major (6 or more lots) ❑ Variance/Waiver (from Section 26-_____) ❑ Right of Way Vacation ❑ Other: Detailed description of request: Approval sought for Specific Development Plan for a new restaurant, and associated parking, drive, and landscape areas and site lighting improvements. Project will include relocation and closure of existing access points on Youngfield Street. I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in fling this application, 1 am acting with the knowledge and consent of those persons listed above, without whose consent the requested action cannot laxfully be accomplished. Applicants other than owners must submitpower•-of-attorney from the owner which approved of this action on his behalf. -. CARRIE J. MYERS NOTARY PUBLIC Notarized Signature of Applicant --- -LNOTARY STATE OF COLORADO State of Color do ID 20084041189 County of Hr"6th0e } ss MISSION EXPIRES DEC 9, 2020 The foregoing instrument (Land Use Processing Application) was acknowledged by me this xray of 1►' lQrtl't , 20 l Z by %�OMkS ✓i'tC} ?J,, e- — "- i�� My commission expires /2—/ 1 /20 -2-0 Notary Public To be filled out by staff.- Date taff:Date received Fee $ %(i96 -CJD Case No. Comp Plan Design. Receipt No. C O I N-12& Quarter Section Map AJQ 29 Related Case No. Pre -App Mtg. Date ' g•IT Case Manager C'.. I�er Assessor's Parcel No. .31%212•00-017 Current Zoning _ PC 8 Current Use Or. Size (acres or sgft) .GN r,«ts Proposed Zoning PC - Proposed Use __ (t.e gaacfc✓v* Rev 1122/2016 I*�441' "� Wh6at�idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`1' Ave. Wheat Ridge, CO 80033-8001 P: 303 235.2846 E: 303.235.2857 NOTICE TO MINERAL ESTATE OWNERS APPLICANTS: You must submit this completed form to the Community Development Department no later than ten (10) days before the public hearing on your application. Failure to complete and submit this Certification of Notice shall constitute sufficient grounds to reschedule your public hearing. Regency Centers, L.P. the Managing member of US Retail 1,T� ail M CFz��/ as /1cr < lUlanayPi of/with (Print name) (Position/Job Title) (Entity applying for permit/approval) (hereinafter, referred to as the "Applicant"), do hereby certify that notice of the application for Specific Development Plan (Describe type of application) set for public hearing on 20, has been sent to all mineral estate owners at least thirty (30) days before the public hearing, as required by § 24-65.5-103(1), C.R.S., or, in the alternative, that the records of the Jefferson County Clerk and Recorder do not identify any mineral estate owners of any portion of the property subject to the above referenced application. -OR 14 Check here if there are no mineral estate owners of any portion of the subject property. I hereby further certify that I am authorized by the Applicant to make representations contained herein and act as the Applicant's agent for purposes of this Certificate of Notice and bind the Applicant to these representations by my signature below. Dated this ; 7 day of lV a -y- 4- , 201t, By. Sterling Design Associates, Ilc Date: 4/10/2018 Project: Applewood, Hacienda Colorado To: City of Wheat Ridge, Community Development Dept 7500 W. 29th Ave, 2nd Floor Wheat Ridge, CO 80033 Attn: Meredith Reckert, Senior Planner Re: I st SDP Submittal Cc: Tom Metzger, Regency Centers Via: Overnight Delivery x Mail For: Your Use x Comment Approval x Copies: Description: 1 Submittal Hardcopies- Notarized SDP Application (8.5"x I I "), Signed Submittal Checklist (8.5"x I I Signed Warrantee Deed (8.5"x I I "), Signed Mineral Rights Certification (8.5"x I I Legal Description (8.5"x I I "), Written Request & Description (8.5"x 1 I "), Drainage Letter (8.5"x I I "), SDP Plan Set (2- 24"x36" & I - I I x 17 of Cover Sheet, Topographic Survey, Overall Site Plan, Site Plan, Site Details, Photometric Plan, Landscape Plans, Building Elevations) I CD- .pdf files of the above hardcopies & one .dwg of the SDP Site Plan I Application Fee ($1,090.00 Check)— ViA *?A&- ON (p /g Exhibits- under separate cover to Jordan Jeffries, emailed .pdf files of Storm Sewer Plan & Profiles, Conceptual Grading Exhibit, Conceptual Utility Exhibit Comments: Please let me know if there's any additional information needed. Thanks. By: Wayne Sterl Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com Applewood Village Shops" Applewood Village Shops PNC B HECK NO: 1479 60635 60635. E -,i 4 DATE: 04/03/18 ��ncy GRI -Regency LLC PNC BANK, N.A. 00001479 I'lApplewood Village Shops Pittsburgh, Pa. One Independent Drive Suite 114 Jacksonville FL 32202 8-9 430 DATE AMOUNT PAY 04103118 �$*****1,090.00 ONE THOUSAND NINETY AND 00/100********«••****•*****•••••********•*•*•••********••*•** DOLLARS PAY TO THE CITY OF WHEAT RIDGE CITY HALL ORDER OF 7500 W 29TH AVENUE WHEAT RIDGE CO 80033 II50000 L 4 79i1' 1:01..300009611: LO 289 L6 38 LII' Rev. 7/2015 C itv of W heat P islge Submittal Checklist: Specific Development Plan (SDP) ProjectProject Name: L�>al(�it oI�tJod� Of�l�a4[ Slta CCYlitcr - SDS' 1�-Y�1PhraYheN� - �� Project Location: 3'2! 7a YnvnU�"el cd S�r��f i �pP�Trox Application Contents: The specific development plan (SDP) is a site plan for property that is zoned planned development. The SDP must be approved with or after an outline development plan and before right-of-way or building permit applications may be submitted. The SDP illustrates a site layout and building elevations for one or more phases of development and demonstrates feasibility through preliminary or final engineering. 1. Completed, notarized land use application form >C 2. Application fee _>4 3. Signed submittal checklist (this document) , C4. Proof of ownership—e.g. deed N�k 5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) '6. Mineral rights certification form X_7. Approved legal description on the Current City Datum with proper section and PHAC ties per City Geodetic Requirements, in Microsoft Word format _K8. SDP document—see form and content requirements below Two (2) full size paper copies (24" x 36") One (1) reduced size paper copy (11" x 17") �r AutoCAD .dwg file format—confirm acceptable version with city staff j 9. One (1) color reduction of building elevations _&10. Civil documents, if required X11. Written request and description of the proposal Include a response to the SDP review criteria—these are found in Section 26-305.D of the municipal code 12. Electronic (Adobe .pdf) files of all submittal documents—these may be provided via email, CD, DVD, or USB flash drive Form and content of Specific Development Plan: Note: SDP amendments may not require all items listed herein. Required content will be determined at the pre -application meeting. Project information _41. Title of document - centered at top of page in the following format: [Name] Planned [Commercial/Residential/Industrial...] Development A Specific Development Plan in the City of Wheat Ridge, Colorado A Part of the 1/4 Section, Township 3 South ... _X_2. Vicinity map >cj. Scale and north arrow—scale not to exceed 1 "=100' _�ge_4. Date of plan preparation and name/address of who prepared the plan _5. Legal description A6. Appropriate signature blocks - see cover sheet handout 7. Signed surveyor's certification Community Development Department - (303) 235-2846 - www.ci.wheatridge.co.us K 8. Case history with applicable land use case numbers _)(_9. Ownership/unified control statement, if applicable 10. Name/Address/Phone number(s) of architect, engineer, or surveyor associated with the project _C 11. Character of development - summarize in paragraph form the character of the project X12. Description of amendment, if applicable "jS� e4,knt,kl- 01(—_ Deuel f Plen4- x13. Site data in tabular form (numeric and percentage), including the following: a. Total area of property, gross and net b. Building coverage �L c. Amount of open space required and provided—include breakdown of usable open space, hardscaped open space, and landscaped open space fid. Number of parking spaces required and provided fie. Gross floor area by use f. Number of residential units and density �14. Justification of provided parking ratio, especially where shared parking is proposed Sample Site Data Table [more or less information may be required depending on the development proposal] Existing zoning Proposed land use Total area acres/sq ftgross[acres/sq ft net Lot #[acres/sq ft Lot #[acres/sq ft Floor area by use Use sq ft Use sq ft Site plan _),f 1. Legend )2. Scale and north arrow (scale not to exceed 1 "=100') %43. Property lines and dimensions �G4. Adjoining property lines, buildings, access, and parking L 5. Location of improvements that are proposed and those that are existing and will remain: a. Buildings—identify floor area, setback dimensions, proposed land use b. Parking and loading areas—identify handicap parking c. Open space/landscaping—identify size (sq ft) and type (eg living, sod, hardscape) d. Fences, walls, or hedges—identify height and material e. Exterior lighting f. Signs—identify type and height Req wired/Allowed Proposed Lot size sq ft sq ft Building coverage % max / sq ft max % / sq ft Open sace/landsca in % min / sq ft min % / sq ft Useable % min / sq ft min % / sq ft Sod % max /s ft max % / sq ft Hardsca e % max / sq ft max % / sq ft Parkin Standard # # Accessible # # Bicycle # # Site plan _),f 1. Legend )2. Scale and north arrow (scale not to exceed 1 "=100') %43. Property lines and dimensions �G4. Adjoining property lines, buildings, access, and parking L 5. Location of improvements that are proposed and those that are existing and will remain: a. Buildings—identify floor area, setback dimensions, proposed land use b. Parking and loading areas—identify handicap parking c. Open space/landscaping—identify size (sq ft) and type (eg living, sod, hardscape) d. Fences, walls, or hedges—identify height and material e. Exterior lighting f. Signs—identify type and height _g. Trash containers or storage area—identify height and material of screen walls h. Areas for outside storage/display—identify height and material of screen walls 6. Easements, utilities, or other encumbrances that may impact development '�,7. Drainage ways, pond areas, ditches, irrigation canals, lakes and streams—if applicable )�_8. Streets and rights-of-way both adjacent and within the site—include names, widths, *location of centerlines 9. 100 -year floodplain—if applicable Landscape Plan �1. Title of document (centered at top of page) �G 2. Scale and north arrow (scale not to exceed 1"=100') _)�3. Legend _y__4. Property lines and dimensions 5. Proposed buildings and parking areas y- 6. Proposed open space/landscape areas—identify dimensions/square footage 7. Proposed materials for all landscape and hardscape areas—identify type of ground cover, pavers, and plant material 48. Schedule of proposed plantings, including: a. Amount of open space required and provided—include breakdown of usable open space, hardscaped open space, landscaped open space, required and provided shrubs, required and provided trees, required and provided street trees fib. Species name—common and botanical mac. Quantity of each species fid. Size of plants/trees—gallon size of container, caliper or height of trees Vie. Type of ground cover �f. Quantity of ground cover—identify total size in square feet and as a percentage of total open space Supplementary notes—regarding irrigation, size of plant container, balled and burlapped, depth of non -living material/rock/bark, etc Sample Landscape/Plant Schedule [more or less information may be required depending on the development proposal] Trees Required Botanical Name Pro'osed Open sace/landsca in % min / s ft min % / sq ft Useable % min / sq ft min % / sq ft Sod % max / sq ft max % / sq ft Hardsca e % max / sq ft max % / sq ft On-site trees # # On-site shrubs # # Street trees # # Trees Qty Botanical Name Common Name Shrubs Qty Botanical Name Common Name Street Trees Qty Botanical Name Common Name Building Elevations 1. Title of document (centered at top of page) 2. Detailed elevations for each facade 3. Detailed elevations for accessory structures X-4. Detailed elevations for trash enclosures/screen walls 5. Material and color information 6. Structure dimensions—overall building height, overall building width, floor -to -floor heights 7. Summary table of materials and transparency by fagade—where material or transparency standards apply, include a table identifying required and proposed materials Sample Building Materials Summary [more or less information may be required depending on the development proposal] Streetscape Plan It may be possible to combine this sheet with the Landscape Plan as long as public street trees are disaggregated in the plant schedule. Refer to the Wheat Ridge Streetscape De ign Manual for streetscape design requirements. -->raky„� L'041' r,- Plar\ a K dS na pc PAQh �1. Re uired 2. Proposed Ground floor transparency 43. Location of all existing and proposed streetscape elements/furnishings, including: Fa adeA Sidewalk and amenity zones—location, dimensions, materials % min /s ftmin % / sq ft Fa adeB Street lights %minis ftmin %/s ft Secondary material (EIFS/CMU/metal panels/siding... jf. Fa ade A % max / sq ft max % / s ft Fa ade B % max / s ft max % / s ft Streetscape Plan It may be possible to combine this sheet with the Landscape Plan as long as public street trees are disaggregated in the plant schedule. Refer to the Wheat Ridge Streetscape De ign Manual for streetscape design requirements. -->raky„� L'041' r,- Plar\ a K dS na pc PAQh �1. Title of document (centered at top of page) 2. Scale and north arrow (scale not to exceed 1 "= 100') 43. Location of all existing and proposed streetscape elements/furnishings, including: _Xa. Sidewalk and amenity zones—location, dimensions, materials X b. Street trees—identify spacing dimensions mac. Street lights gd. Pedestrian lights fie. Street furniture—benches, trash cans, etc jf. Bus stops fig. Signs _,,I__h. Irrigation system X -i. Utilities and utility boxes __Xj. Curbs and ADA ramps 4. Schedule of proposed plantings, including: a. Species name—common and botanical fib. Quantity of each species x c. Size of plants/trees—gallon size of container, caliper or height of trees �c d. Type of ground cover )c e. Quantity of ground cover—identify total size in square feet and as a percentage of total open space f. Supplementary notes—regarding irrigation, size of plant container, balled and burlapped, depth of non -living material/rock/bark, etc 7. Schedule of proposed streetscape furnishings, including: a. Manufacturer b. Product number c. Color _d. Quantity Ph tometric Plan 1. Title of document (centered at top of page) :2. Scale and north arrow (scale not to exceed 1 "= 100') 3. Site plan showing the location of all exterior lights and a numerical grid of lighting levels in foot candles or as isoilluminance curves X 4. A fixture schedule that includes all luminaries shown on the plan and specs for each 7� fixture: tea. Manufacturer and model tea. Fixture type and wattage _c b. Mounting height of all fixtures 5. Cut sheets showing the design and finishes of all fixtures, including designation of cutoff fixtures (these may be provided separately from the plan sheet, if appropriate) Aerial Perspective — if required c� 1. Title of document (centered at top of page) 2. A blackline aerial perspective or "birds' -eye -view" image of the project shall illustrate uilding location, layout, bulk, and height in three dimensions. Additional information which may be required: Depending on the size, scope, and complexity of the request additional documents may be 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): 1. Trip generation letter or traffic study 2. Drainage report and plan 3. Civil construction plans 4. Stormwater management plan (SWMP)� 7' ge ?1bV'dfJ 5. Stormwater operations and maintenance manual (O&M Manual) d �v�rG►zfS l�ae/.� As applicant for this project, I hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, I understand that in the event any revisions need to bem de after the second (2"d) full review, I will be subject to the applicable resubmittal fee. I1 n Signature: Date: Name (please print): -1ae- S.� i ct Phone: Sterling Design Associates, Ilc Written Request & Description Date: 2018.04.09 To: Meredith Reckert, Senior Planner City of Wheat Ridge Community Development Department 7500 W. 29th Ave. Wheat Ridge, CO 80033 From: Wayne Sterling RE: SPECIFIC DEVELOPMENT PLAN Hacienda Colorado at 3298 Youngfield Street Wheat Ridge, CO 80033 Sterling Design Associates has prepared a Site Development Plan submittal on behalf of U.S. Retail Partners, LLC (Regency Centers, as Managers) for the development of a two -Story Hacienda Colorado Restaurant within the Applewood Village Shopping Center. The project intent is to redevelop this .6 acre parcel previously used as a Bank Drive-Thru. The current zoning is PCD/Contemporary Overlay. The proposed restaurant use is consistent with approved uses within the shopping center. Vehicle access will be from a shared entry with Chili's to the South and an existing shared shopping center entry to the North of this site. The two existing access points from Youngfield directly into the parcel will be closed. The 9,500 square foot facility will include an outdoor mezzanine patio. The building design utilizes a variety of materials including brick face stone, wood, glass and stucco. Warm tones with rust -colored accents will create a southwest vernacular typical of Mexican Haciendas. The inclusion of a low retaining wall and refuse enclosure screen which match the building materials is consistent with the Applewood Shopping Center Development Guidelines. Utility mains within the shopping center provide adequate services to the site. The existing water main on the north side of the building will provide water service. Connection to the sanitary sewer main on the east side of the building will provide sanitary service. Storm drainage improvements include a new storm inlet proposed at the northeast corner of the site. Captured stormwater will be conveyed off-site to the existing water quality pond which has already been sized to accommodate water from this site. The site design provides an efficient, low -impact development that integrates with surrounding businesses. Improved, ample off-street parking is provided. The parking field in front of the )ay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com Sterling Design Associates, Ilc ':!VIL ENGINEERS - LANDSCAPE ARCHITECTS building will be re -constructed to improve vehicular circulation and its overall quality. The proposed on-site sidewalk configuration promotes a walkable environment with a connection point along Youngfield Street for a pedestrian friendly entrance to the Hacienda Colorado restaurant. The existing attached sidewalk along Youngfield Street will be removed and replaced with a detached sidewalk providing an amenity zone with street trees and pedestrian light poles to enhance the image of the street and to help separate the sidewalk from the roadway. New light pole fixtures on-site and within the right-of-way will be LED and will provide sufficient illumination for safety and security. Building placement promotes visibility from Youngfield Street and 1-70 immediately to the west. Landscaped areas will utilize turf and colorful and textural low water demand shrubs and trees. We look forward to your feedback and working with you in an attempt to develop an exceptional project for Hacienda Colorado and the City of Wheat Ridge. Jay M. Newell, PE Wayne T. Sterling, RLA, LEED AP 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 ph www.SterlingDesignAssociates.com EXHIBIT "A" LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 1 OF 2 A PARCEL OF LAND, RECORDED IN THE OFFICE OF THE JEFFERSON COUNTY CLERK AND RECORDER AT RECEPTION NO. 2016027462, DATED FEBRUARY 28, 2016, LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 29 TO BEAR NORTH 89'29'29" EAST, A DISTANCE OF 1322.42 FEET PER THE PLAT OF APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2, RECORDED AT RECEPTION NO. 2017081101, DATED AUGUST 7, 2017, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION; THENCE NORTH 64'05'26" EAST, A DISTANCE OF 1525.41 FEET TO THE NORTHEAST CORNER OF A 6 FOOT PUBLIC RIGHT OF WAY AS DESCRIBED AT RECEPTION NO. 2017022103, DATED FEBRUARY 28, 2017, IN THE OFFICES OF JEFFERSON COUNTY CLERK AND RECORDER; THENCE NORTH 89'29'29" EAST, ALONG THE NORTHERLY LINE OF SAID 6 FOOT RIGHT OF WAY, A DISTANCE OF 6.00 FEET TO A WESTERLY LINE OF LOT 1 OF SAID APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2 AND THE POINT OF BEGINNING; THENCE NORTH 89'29'29" EAST, ALONG A SOUTHERLY LINE OF SAID LOT 1, A DISTANCE OF 134.00 FEET TO A CORNER OF SAID LOT 1; THENCE SOUTH 00'54'01" EAST, ALONG A WESTERLY LINE OF SAID LOT 1 AND THE EAST LINE OF SAID PARCEL DESCRIBED AT RECEPTION NO. 2016027462, A DISTANCE OF 200.00 FEET; THENCE SOUTH 89'29'29" WEST, ALONG THE SOUTH LINE OF A PROPERTY DESCRIBED AT RECEPTION NO. 2016027462, A DISTANCE 134.00 FEET TO THE SOUTHEAST CORNER OF SAID PUBLIC RIGHT OF WAY; THENCE NORTH 00'54'01" WEST, ALONG THE EAST LINE OF SAID PUBLIC RIGHT OF WAY, A DISTANCE OF 200.00 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 26,799 SQ.FT. OR 0.62 ACRES, MORE OR LESS. I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, DO HEREBY STATE FOR AND BEHALF OF FLATIRONS, INC., THAT THIS PARCEL DESCRIPTION AND ATTACHED EXHIBIT, BEING MADE A PART THEREOF, WERE PREPARED BY ME OR UNDER MY RESPONSIBLE CHARGE AT THE REQUEST OF THE CLIENT ANC NOT INTENDED TO REPRESENT A TED LAND SURVEY OR SUBDIVIDE LAND IN VIOLATION OF STATE STATI JTF. JOHN B. GUYTON COLORADO P.L.S. #16406 CHAIRMAN/CEO, FLATIRONS, JOB NUMBER: 18-71,056 DRAWN BY: E. DAMS DATE: JANUARY 26, 2017 REV: MARCH 19, 2018 Pp0 L lC 16 Z F•�1� ��NAL LAN�� JOB NO. 18-71,056 THIS IS NOT A "LAND SURVEY PLAT" OR "IMPROVEMENT SURVEY PLAT" AND THIS EXHIBIT IS NOT INTENDED FOR PURPOSES OF TRANSFER OF TITLE OR SUBDIVISIONS OF LAND. RECORD INFORMATION SHOWN HEREON IS BASED ON INFORMATION PROVIDED BY CLIENT. IS EXHIBIT "A" LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 2 OF 2 NW 1/16, SEC. 29 I '`•.''•...`.::: _=v ':Y=:'.`!..:.µ ..~.... PER APPLEWOOD -: y VILLAGE SHOPPING FOUND 1-1/2" ALUMINUM CENTER FILING NO. CAP, ILLEGIBLE 2 (REC. N0. 2017081101) N89'29'29"E 134.00' �J zQ 0 -POINT OF COMMENCEMENT W 1/4 COR., SEC. 29 PER APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2 (REC. NO. 2017081101) POINT OF BEGINNING N89'29'29"E 6.00' 10' PUBLIC RIGHT-OF-WAY QUIT CLAIM DEED (REC. NO. 2017022106) 10, o AREA: 26,799 SQ. FT. OR 0.62 ACRES, 0 MORE OR LESS 0 z 6' PUBLIC RIGHT-OF-WAY (REC. NO. 2017022103) S89'29'29"W 134.00' 4ZN889*29'29" ASIS OF C -W 1/16, SEC. 29 EARINGS PER APPLEWOOD VILLAGE INGE SHOPPING CENTER FILING NO. 322.42' 2 (REC. NO. 2017081101) THIS IS NOT A "LAND SURVEY PLAT" OR "IMPROVEMENT SURVEY PLAT" AND THIS EXHIBIT IS NOT INTENDED FOR PURPOSES OF TRANSFER OF TITLE OR SUBDIVISIONS OF LAND. RECORD INFORMATION SHOWN HEREON IS BASED ON INFORMATION PROVIDED BY CLIENT. JOB NUMBER: 18-71,056 DRAWN BY: E. DAVIS DATE: JANUARY 26, 2017 REV: MARCH 19, 2018 SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made as of this" day of March, 2016 between WELLS FARGO BANK, N.A., a national association, as successor in interest to GOLDENBANK APPLEWOOD, a Colorado state banking corporation ("Grantor") and U.S. RETAIL PARTNERS, LLC, a Delaware limited liability company, whose address is c/o Regency Centers Corporation, 8480 East Orchard Road, Suite 6900, Greenwood Village, CO 80111 ("Grantee"). WITNESSETH, that the Grantor for and in consideration of the sum of Ten ($10.00) Dollars and other good and valuable consideration from Grantee, 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, its successors and assigns forever, all the real property, together with Grantor's right, title, and interest in improvements and fixtures lying and being in the locations more particularly described on Schedule 1 attached hereto and made a part hereof (the "Property"); TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of the Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the Property with the appurtenances, unto the Grantee, its successors and assigns forever. And the Grantor, for itself, its personal representatives or successors, does covenant and agree that it shall and will WARRANTAND FOREVER DEFEND the Property in the quiet and peaceable possession of the Grantee, its successors and assigns, against all and every person or persons claiming the whole or any part thereof, by, through or under the Grantor; subject to the exceptions listed on Schedule 2 attached hereto and made a part hereof. {00207915.Do0C:1) IN WITNESS WHEREOF, this deed has been executed as of the day and year first written above. WELLS FARGO BANK, N.A, a na ' nal association By: Name: Ronald K. rack Its: Vice President STATE OF COLORADO j ss. COUNTY OF ARAPAHOE ) The foregoing instrument was acknowledged before me this 2 Z day of March, 2015, by Ronald K. Mack as Vice President of Wells Fargo Bank, N.A., a national banking association. Witness my hand and official seal. My commission expires: 11 /ZI/Zoll Notary Public KANDICE BACA NOTARY PUBLIC SWE OF COLORADO NOTARY ID 20094010634 MY COMMISSION EXPIRES NOVEMBER 21, 2017 {00207915.000cA } 2 WELLS FARGO BANK, N.A., a national banking association By: Name: Arthur Barbour Its: Vice President STATE OF CALIFORNIA ss. COUNTY OF SAN FRANCISCO On March 1 , 2016, before me, personally appeared Arthur Barbour, Vice President of Wells Fargo Bank, N.A., a national banking association, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Witness my hand and official seal. My commission expires: C -t, e ;-V( 1 VANESSA CCACUCHIA Commission * 2079973 _ Notary Public - California z z San Francisco County D My Comm. Expires Sep 26.2018 0207915. DCCXA'1 3 SCHEDULE 1 TO SPECIAL WARRANTY DEED THE PROPERTY PARCEL L: A TRACT OF LAND IN THE SE 1/4 OF THE NW 1/4 OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, JEFFERSON COUNTY, COLORADO, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH IS 60.00 FEET EAST OF THE WEST LINE OF THE SE 1/4 OF THE NW 1/4 OF SAID SECTION 29, AND 454.32 FEET NORTH OF THE SOUTH LINE OF THE SE 1/4 OF THE NW 1/4 OF SAID SECTION 29; THENCE NORTH 89°31.2' EAST A DISTANCE OF 140.00 FEET; THENCE NORTH 00°51.8' WEST A DISTANCE OF 200.00 FEET; THENCE SOUTH 89°31.2' WEST A DISTANCE OF 140.00 FEET; THENCE SOUTH 00051.8' EASTA DISTANCE OF 200.00 FEET TO THE POINT OF BEGINNING. COUNTY OF JEFFERSON, STATE OF COLORADO. PARCEL [I: LOTS 23 AND 24, BLOCK 1, APPLEWOOD VILLAGE, EXCEPT THE NORTH 5 FEET OF SAID LOTS, AND EXCEPT THAT PART OF LOTS 23 AND 24, CONVEYED TO LONGS PEAK METROPOLITAN DISTRICT BY SPECIAL WARRANTY DEED RECORDED APRIL 3, 2008 AT RECEPTION NO. 2008031587, COUNTY OF JEFFERSON, STATE OF COLORADO. {00207915.DOCX:1} SCHEDULE 2 TO SPECIAL WARRANTY DEED PERMITTED EXCEPTIONS 1. WATER RIGHTS, CLAIMS OR TITLE TO WATER. 2. TAXES AND ASSESSMENTS FOR 2016 AND SUBSEQUENT YEARS, A LIEN, NOT YET DUE AND PAYABLE. 3. DRAWING OF SUBJECT PROPERTY SHOWING CONCRETE IRRIGATION CONDUITS CROSSING SUBJECT PROPERTY, ATTACHED TO AGREEMENT RECORDED JUNE 24, 1971 IN BOOK 2272 AT PAGE 148. NOTE: DECLARATION OF COVENANTS AND AGREEMENTS RECORDED JULY 27, 1972 IN BOOK 2403 AT PAGE 294. 4. PUBLIC SERVICE COMPANY OF COLORADO UTILITY EASEMENT RECORDED JUNE 13, 1986 AT RECEPTION NO. 86064191 AS SHOWN ON ALTA/ASCSM LAND TITLE SURVEY DATED MAY 18, 2015 AND LAST REVISED MARCH 21, 2016, PREPARED BY POINT CONSULTING, LLC, UNDER JOB NO. 13.008.049. 5. PUBLIC SERVICE COMPANY OF COLORADO UTILITY EASEMENT RECORDED JULY 22, 1986 AT RECEPTION NO. 86082220 AS SHOWN ON ALTA/ASCSM LAND TITLE SURVEY DATED MAY 18, 2015 AND LAST REVISED MARCH 21, 2016, PREPARED BY POINT CONSULTING, LLC, UNDER JOB NO. 13.008.049. 6. DECLARATION OF PROTECTIVE AND RESTRICTIVE COVENANTS ON BLOCK 1, 2 AND 4 IN APPLEWOOD VILLAGE, COUNTY OF JEFFERSON, STATE OF COLORADO, RECORDED JUNE 18, 1959 IN BOOK 1201 AT PAGE 323. 7. EASEMENTS AS SHOWN ON THE PLAT OF APPLEWOOD VILLAGE, RECORDED JUNE 22, 1959, IN PLAT BOOK 19 AT PAGE 63 AS SHOWN ON ALTA/ASCSM LAND TITLE SURVEY DATED MAY 18, 2015 AND LAST REVISED MARCH 21, 2016, PREPARED BY POINT CONSULTING, LLC, UNDER JOB NO. 13.008.049. 8. GENERAL PUBLIC UTILITIES EASEMENT RECORDED FEBRUARY 26, 1968 IN BOOK 1999 AT PAGE 786 AS SHOWN ON ALTA/ASCSM LAND TITLE SURVEY DATED MAY 18, 2015 AND LAST REVISED MARCH 21, 2016, PREPARED BY POINT CONSULTING, LLC, UNDER JOB NO. 13.008.049. 9. ORDINANCE 1562, SERIES OF 2014 REGARDING REZONING, RECORDED JANUARY 13, 2015 AT RECEPTION NO. 2015003310. 10. RESERVATION OF EASEMENT IN DEED RECORDED NOVEMBER 4, 1966 IN BOOK 1906 AT PAGE 652 AS SHOWN ON ALTA/ASCSM LAND TITLE SURVEY DATED MAY 18, 2015 AND LAST REVISED MARCH 21, 2016, PREPARED BY POINT CONSULTING, LLC, UNDER JOB NO. 13.008.049. 11. EASEMENT TO NORTHWEST LAKEWOOD SANITATION DISTRICT, RECORDED AUGUST 23, 1960 IN BOOK 1297 AT PAGE 351 AS SHOWN ON ALTA/ASCSM LAND TITLE SURVEY DATED MAY 18, 2015 AND LAST REVISED MARCH 21, 2016, PREPARED BY POINT CONSULTING, LLC, UNDER JOB NO. 13.008.049. 12. RIGHT OF WAY AGREEMENT TO THE CONSOLIDATED MUTUAL WATER COMPANY RECORDED OCTOBER 31, 1972 IN BOOK 2440 AT PAGE 840 AS SHOWN ON ALTA/ASCSM LAND TITLE SURVEY DATED MAY 18, 2015 AND LAST REVISED MARCH 21, 2016, PREPARED BY POINT CONSULTING, LLC, UNDER JOB NO. 13.008.049. (0020791S.DOCXA1 7 When recorded, return to; Mandel Buder 8t Verger 101 Vallejo Street San Francisco, CA 94111 Attn: Danna Kozerski, Esq. 7Ieecprded at o'clock Reception No- J, County Recorder. CO APPLEWOOD VILLAGE JEFFERSON COUNTY Y`0 1BOM 10. F0922239 8/05/1999 15:40:11 PG: 041-013 PAGE FEB*. 63.40 DOC -FEZ: 3567.70 RECORDED IN JEFFERSON COUNTY, COLORADO M., Warranty Deed This deed, made thisr�y of / Jl/ W�f' . 1999, between AMB PROPERTY, L.P., a Delaware limited partnership, grantor, and BPP R.ETAII.., LLC, a Delaware limited liability company whose legal address is 100 Bush Street, 24th Floor, San Francisco, CA 94104, grantee: ? Witness, that the grantor, for and in consideration of the sum of Ten ($10.00) Dollars, the receipt and ,`5 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 grantees, their heirs and assigns forever, not in tenancy in —. common but in joint tenancy, all the real property, together with improvements, if any, situate, t lying and being in the County of Jefferson, State of Colorado, and more particularly described on Exhibit A attached hereto (the "Property )- Together with all and singular the hereditaments and appurtenances thereurtto belonging, or in anywise appertaining, the reversion and reversions, remainder and remainders, rents, issues, and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantor(s), either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; To have and to hold the said premises above bargained and described, with the appurtenances, unto the grantees, their heirs and assigns forever. The grantor(s), for himself, his heirs, personal representatives, successors and assigns does covenant and agree that grantor(s) shall and will warrant and forever defend the above-bargaiaed premises in the quiet and peaceable possession of the grantees, their heirs and assigns, against all and every person or persons claiming, the whole or any part thereof, by, through or under the grantor(s). PROVIDED HOWEVER, that this Deed and the warranty of title contained herein is made expressly subject to the following: r A. Real property taxes for the year 1999 and subsequent years; n B. All zoning and other regulatory laws and ordinances affecting the Property; ca pa -3467910 SKLD TA 10.199 164.102 JF 922239-1999.001 gp972239 WVM AD. C. All restrictions, reservations, covenants, conditions, declarations, easements and rights of way of record and all other matters of record affecting the Property; D. All matters shown or that would be shown on a current ALTA survey of the Property, and E. All those matters set forth on the list of Permitted Exceptions attached hereto as Exhibit B and made a pari hereof. In witness whereof the grantor(s) has executed this deed on the date set forth above. AMB PROPERTY, L.P. a Delaware limited partnership By: AMB PROPERTY CORPORATION, a Maryland aration, its ge stat partner C . Headagohl Vice President } STATE OF CALNWNIA ZtOL-1 7 COlil`tI`Y OF } On At N1999 before me, personally appeared Carlie P. proved to me on the basis of satisfactory evidence) to be the person(s) whose narrme(s) islare subsarrbed to the within instrument and acknowledged to me that helsheithey executed the same in his/her/their authorized capacity(ies), and that by his/herftheir signature(s) on the instniment the persons) or the entity upon behalf of which the person(s) acted, executed the instrment. WITNESS my hand and official seal. pa-34679IY3 SKLD TA 10.199.164.102 JF 922239-1999.002 0 IESSA. SERRO� COOOUDUTA utr weuc�catd�reaQ Cpy; d 6r rrumJ�ao t:0it6tt > 7W,130Y.1A 2M. EXHIBIT A TO COLORADO} SPECIAL WARRANTY DEED LEGAL, DESCRIPTION RECET?0N 110. F'0922299 pa -346791v3 SKLD TA 10.199.164.102 JF 922239-.1999.003 EXH]Brr.,._ DRA(3LIP ow WO 00 11 F0922239 L PARCZL 1: LOT 1, A"L&"WOOD VILLAGE SHOPPINq CERM SUBDMSION, AS PER THE PLAT RECORDER MARCH 1, 1996 AT RECEPTICV NO. V0193712, COUNTY OF JEFFERSON, STATE OF COLORADO. PARCSii 2: THAT PART 02 THE SOUTBBAST QUARTER OF TEM N13RT3WE9T QS2ARMM oF-SECTION 29, TOW=RIP 3 SOUTH. FAMM 69 WEST Op Tn 6TH PRINCIPAL MEiM AN. DMCRIUM AS. COMKEN=10 AT TIM pOINT OF ZNTF92SECTTC)N OF THE nST RIGHT OF WAY OS YommVIELD s7R.EM ATID THD SOUTH LINE OF THE NURTMWSST ODA== of SAI]) 8b) =ox 29, 1txmgcz THE WEST QUARTER CORNER OF SAID SECTI6b BEARS SOUTH 89 DRGRIUM 31 Kn;UTBS 42 SECOMS WEST, 1382-42 FEET AM TFW n T BwEST CORNER O1• TR$ SOUTHEAST QumATgx OB SAID NORTHWEST QUARTER HEARS SOUTH 89 DBMMU 31 MYNUTZS 42 SIDCONDS WEST 60.00 FEST; RUMMa: THENCE NORTH 00 DEGIUIS 51 M7=TBS 48 S4COMS WEST, PARALLEL WIT$ THE WEST LINE OP SAID SOUMERAST QUAATEB or THE NORTHWEST QUARTERAND ALONG F3A.9P RIORT OF WAY LINE cP YOUNGPTBLD sTRm", 180.00 FEET TO THE TAM PONT OF 11201=7=3 TACE CONTINUING ALONG SAID BAST RIGHT OF WAY LnW, NORTH 00 DEMUMS Sl 2inWTES 48 SECQNDS WEST 274.32 FEET; TZiN= LEAVM 3A4Q HAST RIGHT OF WAY LnM NORTH 89 D=REES 31 lffnMTes 42 SECONDS SA,ST, PARALLEL TO THE SOUTH LIVE OF SAID NORTHWWT QUARTER, 140.00 Fwr' THENCE NORTH 00 DMMEES 51 MIMTES 48 SECCNDS WEST, PARALLEL WITH SAID BAST RIGHT OP WAY LMM 175.68 vjmTo 'Ch=iaE NORTH 89 DEGREES 31 2iINUTE3 42 SBCONt)k BAST 150.00 M=, THM*iCE SOUTH 00 DE*G B 51 MINUTES 48 S=ONDS EAST, PARA ALEL WITH SAID ML9T RIGHT O$ WAY L2W, 450.00 FEL'Tr THEE SOUTH 89 DECRF.E.S 31 MINUTES 42' SECONDS WBST PARAIZ.4= WITH THE SOUTH Lno Up SATD NORTHWEST QUARTER, 290.00 MT. MORE OR LMSS, TO MM TRUE VOSNT or BEGINNING, COUNTY OF JEFFERSON, STA22 08 ColoopAD0. 9ARC-OL 3 e NON-9XCIUSIVE EASEMENT FOR INGRESS = EGRESS FOR PEDESTRIAN AND VESICULAR ACCESS, AND FOR PARRING. AS 24ORE PARTICULARLY DESCRZBM TX THAT CERTAIN RECXVROCAL EASEUMT AND UNiPl= CONTROL AGREEMENT RECCRI= MARCH 1, U96 AT RF.0 'TIODI NO. F0193714, COUNTY or JEFFERSON, STATS OF COLORADO. SKLD TA 10.199.164.102 JF 922239-1999.004 EXHIBIT E TO COLORADO SPECIAL WARRANTY DEED PERMITTED EXCEPTIONS HMMM IQ. F0922239 pa -346791v3 SKLD TA 10.199.164.102 JF 922239-1999.005 ROMMM XO. F0922239 EXHIBIT B PERMITTED EXCEPTIONS Rights or claims of parties in possession not shown by the public records. r Easements, or claims of easements, not shown by the public records. Discrepancies, conflicts in boundazzy lines, shortages in area, encroachments, and any facts which a correct survey and inspection of the premises would diacloac and which are not shaven by the public records. Any lien, or right to a lien, for services, labor, or material heretofore or hereatter lurniohed, impeaed by law and not shown by the public records. Taxes or special assessments which are not shown as existing liens by the public recorda. The mortga4a or trust dowd, if any, referred to in Item Q of Schedule A. MWEPTIONS NUKBM;UW 1-6 ARE AERENT DELETRD FROM THE OWNER'S POLICY. 7. TAXES AND ASSESSMENTS FOR THE YEAR 1999 AND SUBSEQUENT YEARS, A LIMN, NOT YET DU& OR PAYABLE. 6. AN LASE172M FOR WATER PIPELINES AND INCIDENTAL PURPOSES O'RANTED TO THS CITY AND COUNTY OF D=VSR BY THN n1STRMIT RECORDED MARCH 20, 1936 IN BOOX 379 AT PAGE 68 AND MARCS 26, 1951 IN BOOK 712 AT PAGE 339, AND AS SHOWN ON THS RBCORDBA PLAT FOR APPLM40M VILLA= S71OPPING CENTER SUEDIVISION, OVER A PORTION OF PARCEL 1. 9. AN CEMENT FOR IRRIGATION LIVES AND INCIn44TAI, PURPOSES RESERVED BY HAM B. 32JIZ13 IN T118 1V5TRM=T RECORDED MARCR 22, 1956 IN BOOK 985 AT PAG3 343, AND AS !SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER 5USDr%rX9ION, AFFECTING PARCEL 1. 0. AN R3i,8Kb=T SOR SEMm LIHSS A= 3ax2xWrxL Ptt poszB tiltA nw To mp.7wwEsT LAMX)OD SANITAnON DISTRICT BY THE INSTRUtlSM RECORDED AUGUST 23, 1960 IN ROOK 1297 AT PACE 351, AND'AS 9HOW N ON THE RECORD= SLAT POA "pLzxcOD VILGACB SHOPPING CENTER SVBDTVYSION, APFECTI2NG PARCEL 1 AND A SHALL PORTION OF PARCEL 2. 1. AN EASFISn FOR SEWM LINES AND INCIDENTAL PURPOSES GRANTED TO NORTHWEST LSXE'WOOD SANITATION DISTRICT BY TIM INS RHCQUDED AUGSUT 23. 1960 IN BOOK 1297 AT PAGE 353, AND AS SHOWN ON THE RECORD= PLAT FOR "vLMw oo VTLLAGz SHOPPING CENTER SO" TVISION, "rECTnM PARCEL 1 AND A PORTION OF PARCEL 2. continued SKLD TA 10.199.169.102 JF 922239-1999.006 MMWn It n F0922239 EXHIBIT B PERMITTED EXCEPTIONS 12. AN EASE?MT FOR PUBLIC UTILITIES AND INCIDWnAL PURPOSES GRADTM TO PUBLIC sERvICs COMPANY OF COLORADO BY THE IZNSTRM(ENT RECORDED OCTOBER 30, 1963 IN BOOK 1652 AT BACs% 38, AND AS SHOWN ON TTNB RECORDED PLAT FOR APPLZWOOD VILIJLGR SHOPPING C LATER S=raSION, VPON THE TE04S AND CONRDITIONS SRT FORTH TN THE INSTRUMENT, OVER A PORTION OF PARCEL 1. 13. AN EASEMENT FOR PUBLIC UT=TIES AND DMIDENTAL PURPOSES GRANTED TO PUBLIC SSICVICE COMPANY OF COLORADO BY TINS INSTRUMENT RECORDED WkRCB 17, 3964 IN SOCK 1690 AT PAGE 580, AND AS SHOWN ON THS RECORDED PLAT FOR APPLSWOOD VILLAGE SHOPPING CENTER MWIVISION, UPON THE TERM AND COUDITSONS SET FORTX IN THE INSTRUM 0'NT, OVER A PORT ON OF PARCEL 1. 14. AN F.A MCM FOR PUBLIC UTILITIES ANI] INCIDENTAL PURPOSES GRANTED TO PUBLIC SE"ICR COMPANY OF COLORADO BY THE TNSTADMENT 19CCL1DED DEMMER 31, 1964 331 BOOK 1768 AT FAUN 166, AND AS SHOWN CRT T9$ RECORDED PLAT FOR APPI.BWOOD VILLAGE SHOPPING CENTER SUBDIVISION. UPON THE TERMS AND CONDTTIOdS SET FORTK IN THE IINSTRUMSim, OVER A PORTION OF PARCEL 1. 15. AN EASEMENT FOR SEWER LINES AND IMIDENTAL PURPOSES GRANTED TO THE WZSTRXWt SANITATION DISTRICT BY 71M INSTRtIIJM" RECORDED NOVBMBEIN 5, 3965 2N BOOR 1832 AT PAGE 558, AND AS SHOWN ON THE RECORDED PLAT FOR APPLEM= VILLAIIB SHOPPIbTG Cmnm SMDIVISION, OVER A PORTION OF PARCEL 1. 16. AN EASF.MEN'P FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COLORV)O BY THE INSTHM4MT R=]X= JUNE 8, 1966 IN BOOK 1677 AT ME 157, AND AS MOWN ON THE RECORDRD PLAT FOR APPLEWOW VILLAGE SHOPPING CENTER SUBDIVISION, UPON THE TERKS AND CONDITIONS SST FORTH IN THE INSTRUMENT, OVER A PORTION OF PARCEL 1. 17. EASE1`S FOR TUB CONTxmo USE AND ?Qa=Ei %NCE OF THE MaSTINO UMLITINS AS CONTAINED WITHIN VACATED 35TH AVENUE, AS SET FORTH IN RESOLUTION P.E;CORDED 4rAVJARY 9, 1967 IN BOON 1916 AT PADS 458, ANA A9 SHOUN ON TOE RECORDED PLAT FOR APPLEWOOD VILLAGE MiCIPPIlNCi CMMZR SUEDIVTSION, OVER A PORTION OF PARCEL 1. I8. TEE EPFECT OF SAID LAND BEIM INCLUDED WITHIN TIM BOUNDS OF THE WHEAT Rxl)aE FIRE PROTECTION DISTRICT, AS SST FORTH IN INSTRUMENT REOORDED OCTCMER 7, 1971 IN BOOK 2305 AT PAGE 895. 19. AN FASENENT YOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRAM TO PUBLIC SERVICR COMPANY OF COLORADO BY THE XN=VMENT RECORDED OCTOBER 21. 1971 IN BOOK 2309 AT PAGE 906, AND AS SHOWN OV THH RACORDJM PLAT FOR APPLEWOOD VILLAM SHOPPING CENTER. SUBDIVISION, UPON THE TERMS AND CONDITIONS SET FORTfi IN THE IN5TRIItaNT, OVER A PORTICO OF PARCEL 1. SKLD TA 10.199.164 102 JF 922239-1999.007 I&MPnar M F09222239 EXHIBIT B PERMITTED EXCEPTIONS 20. AN EASMMNT,FOR WATER PIPELINES AND INCIDENTAL PURPOSES MANTED TO TRIM CODL9OLIDAT= NIiJTIJAL w&mR COMPANY BY THE IX3TRUIMT RECORDED OCTOHBR 31, 1972 IN BOOK 2440 AT PAGE 840, AM AS SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VZLLAGE SHOPPING CEMDZR SUBDIVISION, OVER A PORTION OF PARCEL 1. 21. AN EASEMENT FOR PUBLIC UTILITIES AND IW.IDSNTAL PURPOSES GRANTED TO MOUNTAIN STATES TiLEPHONa AMD TEZE.GRAPH COMPANY BY THE INSTRUMENT RECORDED NOVZIMER 24, 1972 IN HOOK 2449 AT PAGE 154. AM A3 SHOWN ON THE RECOP-DIM PLAT FOR APPLEWOOD VILLAGR SHOPPING CENTER SUBDIVISION, UPON THF TERMS AND CONDITIONS SET FORTH M THE INSTRUMT. OVER A PORTION OF PARCEL 1. 22. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPAn OF COLORADO BY THE INSITRDMENT RECORDED DEER 1, 1972 IN BOOK 2451 AT PAGE 672, AM AS SHOWN ON THE R-UCCRDM PLAT FOR APPLEWOOD VILLAGE SHOPPnM CENTER SUBDIVISION, UPON THE TERMS AND CONDITIONS SET FORTH IN THE INSTMENT, OVER A PORTION 08 PARCEL 1. 23. AN EASEM M FOR PUBLIC UTILITIES AND XVCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE CO"ANY OF COLORADO BY TUE XNSTRMM RSCORDBD DECEMBER 29, 1972 YN BOOK 2459 AT PAGE 062, AND AS 6HOWN ON TUB RDOORDED PLAT FOR APPLEWOOn VILLA= SHIIBPINQ CENTER SIT WMSION, UPON THE TERM$ A= CONN IOWS 9$T FORTH TN THE ?93TRUrWT, OVER A PORTION OP PARCEL 1. 14. COVEMSTS, CONDITIONS AND RESTRICTIONS, (BUT ODSITTING THEREFROM ANY CW=A:NT OR RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, RANUICAP, PAMILIAL STATUS OR NATIONAL ORIGIN, IF ANY) WHXCU DO NOT INCLUDE A FORFBI'WRE OR P"NATER CLAUSE, AND ANY AND ALL SUPPLE1ENTS, AMEC*f8NTS AND ANNEXATIONS TAERV70. SET iORTH IN TUB INSTROMENT(S) R=ORDFO MAY 12, 1975 = BOOK 2728 AT PAGE 304, AFYECTINC PARCEL 1. 25. AN BASEMENT FOR PUBLIC UTILMZS &W INCIDZNTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO BY THE lNSTFJJbDiNT RECORDED JULY 3, 1975 IDU BOOK 2749 AT PAGE 737, ANP AS SHCM ON THE RECOPDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, UPON THS TERNS AND CONDITIONS SET FORTH IN THE INSTRUMEDIT, OVER A PORTION OF PARCEL 1. 26. TERMS, AGREEMENTS, PROVISIONS, CQ=TTiCNB, AxD OB7ri' =oXS OF A NOTICE OF GP== LEASE, MCUT$D BY APPLEWOOD VILLA,CE, A VAR'1NMEHIP, AS LESSOR(S) AND TSKE BANK OF APPS.EWOOD, AS LESSER(S), RECORDED AUGUST 27, 3.976 IN HOOK 2695 AT PA= 308, AND ANY AND ALL, PARTIES CLAIMING BY, TlUU)0 ii, OR MwER SAID LESSEE(S), AFFECTIZm A PORTION QF PARCEL 1. SIICH r. ]a CONTAINS NO RIGHTS OF FIRST RP.BUSAL OR OPTIONS TO PURCHASE IN FAVOR OF THE LESSER THERFCtNDSR. SXLD TA 10.199.164.1.02 JP 922239-1999.008 IMl S 110. F0922239 EXHIBIT B PERMITTED EXCEPTIONS 27. TERMS, CONDITICUS, PROVISIONS, AGREEMSnS AND OBLIGATIONS SPECIFIED UNDER THE APPLEM>OD VILLAOS DEVMOPMENT PLAIN AGREEMENT RECORDED A MST 30, 1976 IN BOOK 2896 AT PAGE 160. 28. AN WUMME24T FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC S=V:rCE COMPANY OF COLORAAO by THE INSTMONT RSCORMD 9EPTMMER 17, 1976 IN BOOK 2904 AT PAGE 152, AND AS SHOWN ON THE RECORDED FLAT FOR APPLEWOOD VILLAGE SHOPPIM CENTER SMMTV'ISSON- UPON THE TER2LS AND CONDITIONS SET FORTH IN THE INSTRUMENT, OVER A PORTSON OF PARCEL I- 29. C.OVEHANTS, CONDITIONS AND RESTRICTIONS, (HUT OMITTING UMEFRCH ANY COVENANT OR RBSTRIC2ION BASED ON RACE, COLOR. MT0I0N, SEX, HXWICAP, FAHILIAL STATUS OR NATIONAL ORIGIN, IF ANY) iacli DO HOT INCLUDE A FORFBITURS OR RLMTER CLAUSE, AND ANY AND ALL SUPPLEMET•1 , AMENDeMM AND ANNESATI'ONS THERETO, SET FORTH IN THE XVSTRUblEXT(S) RECORDED NOVEMBER, 12, 1976 IN HOOK 2926 AT PAGE 630. 30. TERMS, emwIT"ICSS, PROVISXONS, AGREEMZNTS AND OBLIGATIONS SPECIFIED UMDBR THS OFFICIAL DEVELOPMENT PLAN MAPS FOR APPLEWOOD VIU AGE SHOPPING CENTER RECORDED AUGUST 19, 1977 IN BOOR 3056 AT RECEPTION NO. 9094901 DECEMBER 28, 1977 IN 000K 31x3 AT RECEPTION 730. 949552, NOVEMBER 18, 1982 AT R3DC9"IO1Q NO. 82081099, OCTOWM 22, 1964 AT RECEPTION NO. 84099038, SEPTEMBER 11, 1986 AT RDCBPTYON NO, 96108656, SEPTEMMM 2, 1994 AT RECEPTION NO_ 94145758, AND SEPTEM1iER 22., 1995 AT RECEPTION NO, P0719560. 31. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE CoMpANY OF COLoR=Q BY Tuz INsTRUTSENT RECORDED MAY 31, 1.978 AT RECEPTION NO. 78045312, AND AS SHOWN ON THE RECORDEM PLAT FOR APPLEWOOD VILLAGE SWFPIM CENTER SUBDIVISION, UPON THE T£RKS AND CONDITIOIQS SET FORTH IN MM INSTRUMjEM, OVER A PORTION OP PARCEL 1. 32. AN EASkXENT FOR PUBLIC UTILITIHS AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE CCUpANY 07 C'4B.ORADO HY THE INSTRUMENT Ri+CORDBD OCTOBER 25, 1978 AT RECEPTION 00. 78096329, AND AS SHOWN ON THE RECORi7W PLAT 1'OR APPLEWOOO VILIA.GE S7QPPI1M CENTER SMOMS oN, UPON T8S TXRM$ AND CC)NDITMONS SST FORTH IN THE xXSTgi,TK=' OVER A PORTI[IlQ OF PARCEL Z. 33. AN EASE,MQ*T FOR SEWER LINES AND INCIDENTAL PURPOSES GRANTED TO THE NORTHWEST LAIQ3WoW SANITATION DISTRICT BY THE INSTRUMENT R=OYJ Efl OCTOBER 7, 1985 AT RECEPTION N0. 85096474, AND AS SBOWN Oto THB RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPINCa CENTER SU827SVLSION, OVER A PORTION OF PARCEL 1. SKLD TA 10.199.164.102 JF 922239-1999.009 1;11701310. F0922239 EXHIBIT B PERMITTED EXCEPTIONS �a 34. AN SASMa= FOR. PUBLIC UTILITIES AND INCIDENTAL PURPOSES CGRANTBD TO PUBLIC SERVICE COMPANY OF COLORAbO BY THE XXSTRMU= RECORDED JUNE 13. 1986 AT RECEPTION NO. 86064191, AIM AS SHOWN ON THE RSCORIIED PLAT FOR A2KZ4001) VILLAGE SHOPPI G CENTER SV.RDIVISION, UPON THE TERMS AND CONDITIONS SET FORTH IN 288 INStTTdnMM. OVER A PORTION OF PARCEL 1. 35. 'TERMS. AMeBzMMS, PROVISIO)49, CObmZTIONS, AND OBLIGATIONS OP A SHORT FORM LEASE, EXECUM BY APPLLKOOD VIZZAGE, INC_, AS LPS60R(8) AND WAL-BART STORES, INC., AS LESSEE(S), RECORDED NOVEMBER 10, 1987 AT P=87720H NO. 87140164, AND ANY AND ALL PARTXE9 CLAIM]T1Ci BY, THRODGH, OR ANDER. SAID LESSEE(S), AFFECTING PARCEL 1. SUCH LENSB CONTAINS NO RIGHTS OF FIRST REFUSAL OR O1?TIONB TO PDRCBASE IN FAVOR OF THE LZUSE TREPMAMM. 36. Tzms, AGRERMENTs, PROVI6PIONS, cw=TIONB, AND OELICiATI0N8 OF A mmwRANDOH OF LEASE, 8X£CUTED BY APPLEWOOD VILLAGE, A COLORADO GENERAL PARTNERSHIP, AS LESSOR(S) AND DTLLON COMPANIES, INC., cUm KING SOOP$RS, AS LESSRE(S), RECORDED OCTOBER 19, 1988 AT RZCBPTTON NO. 88102321, AND AlQY AND ALL PARTIES CLAIMING BY, THROUCA, OR UNDER SAID L=99(S), AFFECTING PARCEL 1. SUCH LEASE CONTAINS NO RIGHTS OF TIiL9V-" RECUSAL OR OPTIONS TO PURCHASE IN FAVOR OF THE LESSEE TN35LEVNDBR. 37. TFdtiO, AGRMOUMITS, PROVISIONS, CONDITIONS, AND 08LIGATIC@15 OF A MEMORANDUM OF LZASZ. MCECUTED BY GERALD H. SZrHL, AS L&9SOR (S) AND Cf3SLI' 8, INC., AS LESSEE(S), RBC:ORDED APRIL 17, 1989 AT RECSPTION NO. 89032473, AND ANY AND ALL PARTIES CLAIMING BY, THROVGH, CR FENDER SASD E.SSSEB(S), AFFUCTIN0 PARCEL 2. SUCH LEASE CONTAINS NO RZOHTS OF FZRST REFUSAL OR OPTXCUS To HURCHAS$ IN FAVOR OF 293E LESSEE TBMRESUNDSR. 38. AN usBMffitT FOR DRAINAGE: S1mn AND 7s2CIDNwPAL miPOsES GRANT= TQ Tko CITX OF WKZAT RZI= BY THE INSTPMMM VMORDED JULY 19, 1989 AT RECEP'.TIOb3 NO, 89061571, AND AS SHOWN ON T8S RxooRmD PLAT FOR ADFLEWOOD VILLAGE 9HOYAINC CENTP..R SUBDIVISION, OVER A PORTION OF PARCEL I- 39. AN HASEXMT PCm MISLIC 6ID$NAL![3 AND INCIDENTAL PVRPOSES GRANTED TO THE CITY OF W*MAM RIMS BY THE IN5TRLUMM RECORDED JULY 19, 1989 AT RECEPTION NO_ 89061578, AND AS SHOWN ON TN3E RBComm PLAT FOR APPL,SSVggD VIT.T.R 3 SROPPTNO CPNTER SUBDIVISION, OVER A PORTION OF PARCM 1. 40. AN FINSF21tT FOR TRAFFIC SIGNALS AND INCIDENTAL rVRPOBES GRA17= TO THE CITY OF WMT RIDGE BY THE INSTRUMENT RECORDED NYMMER 29, 1969 AT RECEPTXCN NO. 89101624, AND AS SHOWN ON THE RECORDED PLAT FOR APPLZMOD VILLAOS SAOPPINO C INTER SUI3DIVIOXON, OVER A PORTION OF PARCE[, 1. SKLD TA 10.199.164.102 JF 922239-1999.010 KMPM DD. F0922239 EXHIBIT B PERMITTED EXCEPTIONS 41. TERMS, AORE ME TS, PROVISIONS, CONDITIONS, AND OBLIGATIONS O? A MEMORANDUM of LEASH, EXECUTED BY APPLEWOOD Vna Aoz SHOppINO CENTER, A COLORADO C3L°NiP,RAL PARTNERSHIP, AS LFSSOR(S) AND PACIFIC COAST DISTRIBUTINC), INC., AS LESSES(S(, RDCORDEO DECEMA 26, 1989 AT RECEPTION NO. 89111291, AND ANY AND ALL PA"729 CLAIMING BY, THROUGH, OR UNDER SAID LESSES(S), AFFECTING PARCELS 1 AND 2. SUCH LEASE CONTAINS NO RIGHTS OF FIRST REFUSAL OR POTIONS TO PURCHASE IN FAVOR 07 THE LIWSES TNMREUNDER. 42. AN EASEMENT FOR WATER PIPZLINBS AND INCIDENTAL PURPOSES GRANTED TO THE CONSOLXDATED MUTUAL WATER COMPANY BY THE INSTRUIM" RErCOIMED FIMRUARY 27. 1990 AT RWBPTTCN NO. 90016474, AND AS SHORN ON THE RECORDED PLAT FOR APPLSwOoD VILLAGE SHOPPING CENTER SUBDIVISIO3N, OVER A PORTION OP PARCEL 2. 43. AN EASED FOR WATER PIFMI:NY.B AND TN=ENTAL PURPOSES GRANTED Tb THE CONSOLIDATED MUTUAL WATER COMPANY BY TEE rNS11WHENT RECORDED FEBRUARY 27, 1990 AT RECEPTIODi NO. 90016475, AND A9 SHOM ON THE RECORDED PLAT FOR APPLEWOOD VILLAGB SHOFPINO CENTER SUBDIVISION, OVER A PORTION OF PARCEL 2. 44. AN EASEMENT FOR WATER PIPSLIZ= AND ZNCIDENTAL PURPOSES GRANTED TO THE CON:4Oi,IDATBD MUTUAL WATRR COMPANY BY THE IXSTRUXRXT RECORDED FEBRUARY 27, 1990 AT RECEPTION NO. 90016476, AND AS SHOW ON TBR RECORDED PLAT POR AIpTMWOOj VILLAGE SHOPPING CENTER SVBDIVT8XOX, OVER A PORTION OP PARCSL 1. 45. TERMS, CONDITIONS, PROVISIONS, AGREMMENTS AND OBLIGATIONS SPECIFIED UNDER TK2 CONS'TRUMON AGREEMENT WITH THE CONSOLIDATED MUTUAL WATER COMPANY RMCORDP.D FEBRUARY 77, 1990 AT RECEPTION NO. 90016477, AFFECTING pAP4= 2. 46. AN EASBMENP FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES cOtANTM TO PUBLIC SERVICE CCUPANY OF COLORADO BY THE INSTRUMENT RECORDED MARCH 14, 1990 AT RECEPTION NO. 90020962, AND AS Skiowu ow TUB RWORDSD PLAT VOR AppLEWOOD VZLL&M SHOPPING CENTER SUBDIVISION, UPON THE TEAMS AND CONDITIONS SET FORTH SIV THE IMSTRUMENT, OVER A PORTION OF PARCEL 7 47. T °i. UdS, CONVITION3, PROVISIONS, AGREEMENTS AND QBLIGATIONS SPECIPIYD CINDER THE FIRM LINE AGREEMENT WITH TUB CONSOLIDATED MUTUAL WATER COl7PAYT RWORDZD APRIL, 23, 1990 AT RECEPTION NO, 90032752, AFFRCTM pARczL 2. 18. AN BASEMENT FOR PUBLIC UTILITIES AM INCIDENTAL PQRpO3E8 GRANTED TO PUBLXC SERVICE COMPANY OF COLORADO BY TRZ INSTRUMENT RECORDED F-ARRUARY S, 1991 AT R,OCEPTION7 NO. 91010272, AND AS SHOWN OR THE RPCORDEO PLAT FOR APPLEWOM VILLAGE SHOPPING CENTER SUBDIVISION, UPON THE TERMS AM CONDITIONS SET FORTH IN THE INSTPA)b2M, OVER A PORTION OF PARCEL 1 SKLD TA 10.199.164.102 JF 922239-1999.011 R£C5P?I£li 10. F0922239 EXHIBIT B PERMITTED EXCEPTIONS 49. TZRMS, CONDITIONS, PROVXSIONS, AMMEMUS AM OSUWATICDlS 62E7CIFTED MWER THE FIRS 2,IN& AGRSBMENT WITH THE CONSOLIDATBa MUTUAL WATER COMPANY RECORDED (� SEPTMOER 19, 1992 AT RECEPTION NO. 92116633, AFFECTING PARCEL 2. 50. AN EASEMENT FOR WATER PIPELINES AND L'l=DENTAL PURROM W kV6= TO THE CITY AND COUNTY OF DENVER BY TH8 INSTRUMENT RECORDED K4vEH8&R 10, 1993 AT RSCEPTIcN NO. 93186124, OBER A PORTICIV OF PARDEL 1. 51. TTRMS, COVDITIUNS, PROVISIONS, AGRMMMS AIM OBLTQATIONS SPECIFIED VNDER THE FIRE LING A4REEMENT }LITH TH8 C (MSOLIDATEO XMIAL, WATER COMPANY RECORDED AUGUST 30, 1995 AT RZCEPT'ION 00. F0108078, AFrECrnn PARCRL I. 52. TERMS, CONDITIONS, PROVISIONS, AaR=9=S AND OBLIGATIONS SDIYCIPIID OMER THE SIRE LSNE AGREEMENT WITH. THE CANSOLSDATED f UTUAL Wi,TWt COMPANY RECON AUGUST 30, 1995 AT RECEPTION N0. F0100079, AFPECTIM PARCEL 2. 53. AN SASENOM FOR WATER PIPELINES AND INC:IDF_N'PAL PURPOSES GRANTED TO TI4li t MMUDATED HUTOAL WATER CCKPANY BY THE INSTRUMENT R8CORDED FEBRUARY 8, 1996 AT RECEPTION NO. 70183943, AND AS SHOWN ON THE RECORDED PLAT FOR ABPLEWOOD VrLr AQB SHOPPING CENTER SOHDIVISION, OVER A PORTION OF PAAMM 1. 54. TER45, C'ONDITIOXS, PROVISIONS, AGREEMENTS AND OSLIGATIONB SPE=FT3D tRMr&R TRE CONSTRUCTICE AGREE=4T WITH THE CONSOLIDATED tUMAL WATER COMPANY RECORDED MARCH 1, 1996 AT RSCBPTION NO. F0193344, APPECTnM PARCEL 1. 55 . S WWT TO TSE ZPFEC T OF TR$ NOTES PZRTAMMIW TO DBTBN=ON AND RETENTION AREAS AM C R05S ACCESS/rMRESS-ZG RFAS ICASEMERTS, AND TSE APPROKnJATS LOCATION O8 IRRICATZCV CONDUITS, ALL AS SHOWN -ON THE RECORDED PLAT FOR APPLM40M Vl'LLAGE SHOPP2i+DG cZNTxR SUbDSv'YSIO:l. 56. TEiil4S, CCmiDiT' ms, PAOVT.SIONs, ACiIEEMzm Am OBLiCATI(148 SPECIFXM) MMER THE RECIPROCAL EASEMENT AND UNZIP2ED CONTROL AGR NT RECORDED MARCH 1, 1996 AT RSCS!"ZON NO. r01.93714. 57. LEASES AND TENANCIES AS V43:DBNCCBD BY T= ATTACHED RUT ROLL DATED , WHICH LEASES AND TENANCIES DO NOT INCLVDS RIONTS OF SZRST REFUSAL OR OPTIONS TO PURCHASE TN FAVOR OF TEE LESSEES TWXt[NDER. SKLD TA 10.199.164.102 JF 922239-1999.012 EMU N0. F0922239 EXHIBIT B PERMITTED EXCEPTIONS 9. BATTERS AS DISCLOSED ON THE SURVEY PREPARED. BY CLC ASSOCIATES, 17M_ DATED '' l FEBRUARY 5, 1996 AS JOB NO. 95-074: �J A) ALL LABELED ENCROACHNIb QTS AS SHOWN TAERE03l - 1. 2WROA.CHMENT OF ONE STORY BUILDING DESIGMTIM 3490 YOUNOFIELD ONTO THE EASEMENTS RSFEA.RED TO IN PARAGRAH s 16 AND 25. 2_ ENCROACUMT OF Ob7E STORY BUILDIM DESIGNATED 3410-3460 YOUNGFTELD ONTO AN 81 SMZTAAY SEWER ZJA%. WHICH LIN MAY EVIDENCE OF AN EASZMZNT OR LESSER SERVITUDE IN FAVOR OF A T=W PARTY. 3. ENCAOACHmm" OF ONE STORY BUZIMING D&SIGHATED 3490 YOVRGFTEM ONTO THE SAsxxm TS REFERRED TO IN PARAGRAPHS 16 AND 25. 4. ENCILOACHKIDM OF TRANSPORNER AIM RETAINIM WALL LOCATED ON PARCEL 1 ONTO PARC"YL 2. 5. E=KoAC =T OP oNz STORY SUILDINC DSSIGMTED 3310-3326 YOUNGFIELD ONTO THE 3ASENEZUS JEVEPJ= TO IN PARAGRAPHS 23 AND 28. 6. ENCROACHMENT Or TWO STORY B=LDING DESIGNATED 3230-3326 YOMMFIRLD ONTO THE EAST REF'EaM TO IN PARAGRAPH 13. 7. ENCROACmn= OF OVERHANG OF TWO STORY SOIL=W DESIGNATED 3230-3250 YOUNFIELD ONTO THM LAND TO THE NORTH DESIGNATED "(LOT 2) NOT A PART". 8. ENCROACiBiEr7T OP ONE S"1'ORY BUILDING DSSIW&TED 3300-3540 AND 3510 YOCHGFIELD ONTO THE EASEMENT REFFBRRED TO IN PARAGRAPH 8, Alq 8 - SANITARY S'SWSR LIMB, WHSCB LISPS MAY EVIDENCR OF Am EA9FI3EN'T OR LESSER SERVIT OZ IN FAVOR OF A THZRD PARTY1 AND THE EASEM 24T WCFX? ZD TO IN PARAOR.&PH 17. 9. ENCRO>.CFR{EN'S` OF 2=AlbMM SQ JZ ONTO THE RIGHT OP WAY FOR W. 38T3{ AVENUa. B) THM FACT THAT THE FiSNCS LOCATED ON THS EASTERLY PORTICN OF SAID LAND DOES NOT FALLOW THS PROPERMY LINE. C) THE E=STENCE OF SANITARY SEWER xnms, STORM SEWER tnms, ODS LI , WATM LINES AND IRRIGATION LINES OVER VARIOUS PORTIONS OF THE LAND THAT ARE NOT CONTAINED WITHIN A RECORD= EASEN2WT. SKID TA 10,199.169.102 JF 922239-1999.013 _DeCcr a__ re PACE I ''he First State I, HARRIET SMITH WINDSOR, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY THE ATTACHED ARE TRUE AND CORRECT COPIES OF ALL DOCUMENTS ON FILE OF "U -S. RETAIL PARTNERS, LLC" AS RECEIVED AND FILED IN THIS OFFICE. THE FOLLOWING DOCUMENTS HAVE BEEN CERTIFIED: CERTIFICATE OF FORMATION, FILED THE FIFTEENTH DAY OF SEPTEMBER, A_D_ 1998, AT 12:40 O'CLOCK P.M. CERTIFICATE OF AMENDMENT, CHANGING ITS NAME FROM "BPP RETAIL, LLC" TO "U.S. RETAIL PARTNERS, LLC", FILED THE FIFTEENTH DAY OF SEPTEMBER, A.D. 2000, AT 4:30 O'CLOCK P.M. CERTIFICATE OF CANCELLATION, FILED THE TWENTY-SECOND DAY OF DECEMBER, A.D. 2004, AT 1:58 O'CLOCK P.M_ CERTIFICATE OF CORRECTION, FILED TEE THIRD DAY OF JANUARY, A.D. 2005, AT 3:53 O'CLOCK P_M. AND I DO HEREBY FURTHER CERTIFY THAT THE AFORESAID CERTIFICATES ARE THE ONLY CERTIFICATES ON RECORD OF THE AFORESAID LIMITED LIABILITY COMPANY. 2944682 8100H 050207240 Harriet Smith Windsor, Secretary of State AUTHENTICATION: 3737937 DATE: 03-11-05 09; 36 1-K 81.1Rt*-"1 Pq< I F I L STATE of DELAWARE LIMITED LIA$IL rry COMPANY CERTIFICATE of FORMATION P'tsia't: '111c namo of the limited Hability company is „___ SPP 1t82AIL. LLC -- St;CONu: The attdass of itx registered office in the Ststc of Dtslawsre is C....?:";mesion Trt►ac Company. 1109 Oraage Strut in the City of Wilmington � , Ccwttty or Nnv Castle ,� name of its Registered Agcnt at stash address is The Corporation Trust Company, 1209 Orenga Street Wilmington, BE 19801 r_!, M •[ tttBn; (Use Ols patagraph only if the company is to hFtve a spceinc eirective data of dissolution -111c laN zt date on which the timitod liability company is to dissolve is I}ec, .ommber 3 st -?Q?a -•- '7 l�ousrra: (Inset any other matters the mtmbars determine, to include heroin.) IN W i7wp:Ss WEssuoF, the unde:sigaed have executed this Cortiftcate of ,FC►M26011 of 15th this day of September 19 t c _ Authorized Person(s) Scout C. Versl_ STATL OF DELAWARE SECRETARY OF STATE DZVrSION OF CORPORATIONS 0 LED 12:40 PM 09/15/1998 981357494 - 2944582 ** TOTAL PAGE.03 — SEP -15-2000 17:02 CT COr;'OF2AT I ONO. CERTIFICATE OF AMENDMENT TO CERTIFICATE OF FORMATION OF BPP RETAIL, LLC A CFLAWARE LIMITED LIABILRY COMPANY 4 STATE OF }D�ELAWARREE DI�OF �dRRilTIpNS FILED 04:30 6f1 09115/2000 001466368 - 2944682 it is hereby certified that: 1. the name of the fiMIM liaNlity company Is BPP Retail, LLC CCompany"}, 2. Paragraph 1 of the Coocae of Formation of the Company is amended to read as follows: 11. The name of the limited tlaWity company is U.S. Retail Partners, LLC' IN WTNESS WHEREOF, the unds*ned has executed this Certifcate of Amendment to Certification of Formation of BPP Retail, LLC, this 15th day of September, 2000. RaatESWtetEDP/DEAmarxi�Cort ci ve�aa�.rur�rq.ata�ma BURNHAM PACIFIC EMPLOYEES LLC a Delaware Ymited liability company, Manager By: BURNHAM PACIFIC OPERATING PARTNERSHIP, L.P., a De4ware limited partnership, its manager By: BURNHAM PACIFIC PROP T)ES, IN a Maryland corporation, o§eneral pV tr f By: —.,� 41ez--- Tide: 4&k Scott c_ Verges 3642477 TM-ri-1 0 i 37 • 21. 201"14' 2: 32PM COR PDIAi E TRUJ T -S INTER. 110, 8085"'°."—""-- CERTIFICATE OF CANCELLATION OF U.S. RETAIL PARTNERS, LLC 1. The name Of the limited liebii'ity company is: U.S. Retail Partners, LLC 2. The CertifilCate of Formation of the limited liability company was filed on: September 15, 1998, This Car' ic2te of CanC011211on shall be e} eCtive upon filing. IN WITNES$ WHEREQF, the unders4ned has executed this Certificate of Cancellation of U.S. Retail Partners, LLC this 20" clay of December, 2004. 0 U.S. Retail Partners, LLC By, First Washington Real roc. lta mans r By: 4a',aecutivVes President State of Delaware secretary of state Division of Corporations Daliverad 02:21 PM 1212212004 FILED 01:58 PM 1212212004 SRV 040932109 - 2944582 FILE r� JAN. 3.2oW 3.30PM FIRST lV5 ING70�i PVWGDViT, 'IMG NO. 265 P.2 LIMITED LIABILITY COMPANY CERTIFICATE OF CORRECTION FILED TO CORRECT A CERTAIN ERROR IN THE CERTIFICATE OF CANCELLATION OF U.S. RETAIL PARTNERS, LLC FILED IN THE OFFICE OF THE SECRETARY OF STATE OF DELAWARE ON December 22, 2004. 1. The name of the Imited liability company is U.S. Retail Partners. LLC 2. A Certificate of CaneWation was filed by tho Secretary of State of Delaware on December 22, 2004 that r+sgw es correction as permitted by Section 18-211 of the Delawere Limited Liability Company Act. 3. The Inaccuracy or defed of the Gertiflc aW to be corrected is as follvwa: The Certificate of Cancellstlan was fled In error. The Limited Liability Company is and corviinues to be an active entity. The Certificate of Cenceliadon filed with the Deleware Secretary of Stage on December 22, 2044 Is hereby null and void, US Retail Partneis, LLC By; First W2tswrKiton Roaltyloc. its menager By: Jeffre Executive Vice Presldeaft pat1M- T/moo 07 apwmcwhe State of Dalaaare Secretary of State Dtvisioa of omporatiort.s Dalsvered 04:03 PM 01/03/2005 FIZW 03:53 PM 01/03/2005 SRV 050002203 - 2944682 FIZZ ZG/Z6 39Vd dwolo 9096ZLSZGZ 4z:91 SeoVEG/te V Sterling Design Associates, Ilc la'd;L Ef,,6;f,4EER'I - LAtADSCAPE ARC�I`EC March 29, 2018 Wheat Ridge Public Works Department 7500 W. 291" Avenue Wheat Ridge, CO 80033 RE: Preliminary Drainage Compliance Letter — Drainage Basin Analysis for Hacienda, Applewood Shopping Center Sterling Design Associates is providing this letter and plans for the preliminary drainage and storm sewer design at the southern portion of Applewood Shopping Center. The intent of this letter is to facilitate the redevelopment of the Wells Fargo drive-through bank site with a proposed Hacienda restaurant. The scope of the project will also include redevelopment of the existing Chili's parking lot and construction of a new storm sewer system, which will convey drainage in the southwest portion of Applewood to the existing detention pond in the southeast corner of the development. The intent of this letter and analysis is to show conformance with City of Wheat Ridge criteria, and the previously approved Applewood Village Shopping Center Master Drainage Report, prepared by Kimley Horn and Associates, approved 3/23/2015. Existing Conditions This Drainage Compliance Letter analyzes 5.47 acres at the northeast corner of 32°d Avenue and Youngfield Street. The area is composed of several retail buildings, asphalt drives, and parking fields with minimal landscaping and lies within Basins D, E, G, H, and I as defined in the Kimley Horn Drainage Report (see Historic Drainage Map and Kimley Horn Drainage Plan, provided in the Appendix). Per the Kimley Horn Report, the detention and water quality pond that has been recently constructed in the southeast corner of the shopping center has been designed to detain and provide water quality for the entire analysis area (Basins D, E, G, H and I in the Kimley Horn Report). The Kimley Horn Detention Pond Calculations are provided in the Appendix. The 5.47 acre Analysis Area includes the Applejack Wine and Spirits building and parking field, a portion of the service alley to the rear of the Applejack Liquor's building, the existing retail west of the Applejack Liquor's building, the existing vacant Well Fargo drive-thru bank and parking field, the Chili's Restaurant and surrounding parking fields, drives and landscape areas. The Master Drainage Report prepared by Kimley Horn Associates approved 03/23/2015) has several major discrepancies in basin boundaries and imperviousness that are as follows. • Basin boundaries as outlined in the Kimley Horn Master Drainage Report do not accurately reflect historic conditions, which have been verified through survey information and further onsite evaluation. Per this Drainage Compliance Letter, the basins boundaries have been redefined to better reflect historic drainage conditions. The Analysis Area lies within Basins D, E, G, H and I as outlined in the Kimley Horn report, which have been re -defined as Historic Basins H-1, H-2, H-3, H-4 and H-5 (further description provided below, refer to Historic Drainage Map provided in the appendix). Sterling Design Associates LLC 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com Of particular note, The Kimley Horn report indicates that the detention and water quality pond in the southeast corner of the shopping center was designed to provide detention and water quality for the entire Analysis Area. However, after further review of the survey information and onsite investigation, it is apparent that basins G, H, and I as defined per the Kimley Horn report are not actually tributary to the pond in the historic condition (and instead flow to the existing irrigation ditch in the west portion of the shopping center). As part of the Hacienda development, a new storm sewer system is proposed to convey runoff from basins G, H and I (Proposed Basin A-1), to the detention pond, as intended in the original Kimley Horn Report. • Imperviousness- The original report used a percent impervious value of 95% for all historic basins, while the existing imperviousness for all of the analyzed basins per this letter has been calculated as 89.2%. The Kimley Horn Report appears to have assumed a value of 95% impervious for all existing areas, whereas this Drainage Compliance Letter calculated roof areas, landscape areas, and paved areas from survey information. Historic Basin Description • Historic Basin H-1 (3.14 acres) is composed of asphalt drives and parking fields, concrete walks, roof drainage, and landscaped areas. The existing uses are a "Chili's "restaurant, "Wells Fargo" drive through bank, and a strip retail building with three different finish floor levels. In the historic condition, storm water runoff is conveyed via sheet flow to the approximate middle of the basin and then in a 2 -foot wide concrete pan that flows to the north to two area inlets (Design Point H 1). The inlets are connected by a 12 inch storm line, which discharge to the existing irrigation pipe in the west portion of the basin. Historic Basin H-2 (0.32 acres) is composed of the northwest quarter of the "Apple Jacks liquor store" building, and the concrete area between Applejacks liquor and the adjoining building in Basin H-1. Storm water from this basin drains to the concrete area between the two buildings where it is then conveyed to the north to an existing curb chase at Design Point H2. • Historic Basin H-3 (1.34 acres) the east one-half of the "Apple Jacks liquor store" and the eastern parking field drains to an existing curb inlet at the southeast corner of the basin (Design Point 1-13). Historic Basin H-4 (0.23 acres) the main north/south access drive from 32nd Avenue drains to a single curb inlet at the southwest corner of the basin (Design Point H4). Historic Basin H-5 (0.45 acres) is composed of the southwest quarter of the "Apple Jacks liquor store" building, and the concrete area between Applejacks liquor and the adjoining building in Basin H-1. Storm water from this basin drains to an area inlet with a sump pump (Design Point H5), which conveys runoff to the north into the concrete channel between the buildings. Sterling Design Associates LLC 2009 W. Littleton Blvd. #300 Littleton, Co 80120 303.794.4727 www.SterlingDesignAssociates.com Proposed Basin Description Proposed development will reduce the overall impervious area from the historic condition. The 5.47 acre Analysis Area is 89.2% impervious in the historic condition and 88.9% in the proposed condition. Detailed calculations have been provided in the appendix, and a summary of proposed basins are provided below: Proposed Basin A-1 (3.14 acres) is composed of asphalt drives and parking fields, concrete walks, roof drainage, and landscaped areas. The existing uses are a "Chili's "restaurant, "Wells Fargo" drive through bank, and a strip retail building with three different finish floor levels. As part of this development, the "Wells Fargo" drive through bank is proposed to be demolished and a new Hacienda Restaurant is proposed to be constructed. The parking field for Chili's is proposed to be re -configured with new drive and landscape areas. In the proposed condition, storm water runoff is conveyed via sheet flow to the approximate middle of the basin and then in a 2 -foot wide concrete pan that flows to the north to a proposed Type D area inlet (Design Point 1). Storm sewer will be installed to convey runoff from Basin A-1 to the east to the existing detention pond in the east portion of the site where detention and water quality will be provided. Proposed Basin A-2 (0.32 acres) is composed of the northwest quarter of the "Apple Jacks liquor store" building, and the concrete area between Applejacks liquor and the adjoining building in Basin H-1. Storm water from this basin drains to the concrete area between the two buildings where it is then conveyed to the north to an existing curb chase in the north portion of the basin. An area inlet is proposed to be installed at Design Point 2, which will connect to the proposed storm sewer that conveys runoff to the detention and water quality pond in the east portion of the shopping center. • Proposed Basin A-3 (1.34 acres) the east one-half of the "Apple Jacks liquor store" and the eastern parking field drains to a proposed curb inlet at the southeast corner of the basin (Design Point 3). The curb inlet at Design Point 3 will connect to the proposed storm sewer, which conveys runoff to the detention and water quality pond in the east portion of the shopping center. Proposed Basin A-4 (0.23 acres) the main north/south access drive from 32nd Avenue drains to a single curb inlet at the southwest corner of the basin (Design Point 4). • Proposed Basin A-5 (0.45 acres) is composed of the southwest quarter of the "Apple Jacks liquor store" building, and the concrete area between Applejacks liquor and the adjoining building in Basin H-1. Storm water from this basin drains to an area inlet with a sump pump (Design Point 5), which conveys runoff to the north into the concrete channel between the buildings. Sterling Design Associates LLC 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SLerlingDesignAssociates.com Proposed Inlet and Storm Sewer design The proposed storm sewer infrastructure will consist of a new storm sewer system routing the 100 -year storm event to the existing storm sewer system discharging into the detention pond at the southeast corner of the commercial center. As noted above, the detention and water quality pond in the southeast corner of the shopping center was designed to provide detention and water quality for the entire Analysis Area. However, portions of the Analysis Area are not tributary to the detention pond in the historic condition. Installation of the new storm system will route Proposed Basin A-1 to the detention pond, as intended by the Kimley Horn report. A hydraulic analysis of the proposed storm sewer system was performed with StormCAD software. Pipe profiles with the 5 -year and 100 -year hydraulic grade line have been provided in the appendix. Detention and Water Quality Detention and Water Quality for this development will be provided by the recently constructed detention and water quality pond in the southeast corner of the development, which is in conformance with the approved Kimley Horn report. Proposed development will reduce the impervious area within the Analysis Area, as shown below: Detention Pond analysis Tntal Imnarvini is Arca trihtdery to detention pond. oer Kimlev Horn report: Tntal Prnnnsed Imnarvinus Area tributaryto detention ootid: Total Basin Percent Total Area Impervious Impervious Area Analysis Area 5.47 95% 5.19 Areas outside Analysis Area 5.18 81% 4.17 Total to Detention Pond 10.64 88% 9.36 Tntal Prnnnsed Imnarvinus Area tributaryto detention ootid: Because this development will result in a reduction in impervious area tributary to the pond than the pond was originally designed for, it is in conformance with the previously approved Kimley Horn Report. Sterling Design Associates LLC 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com Total Basin Percent Total Area Impervious Impervious Area Analysis Area 5.47 89% 4.86 Areas outside Analysis Area 5.18 81% 4.17 Total to Detention Pond 10.64 85% 9.03 Because this development will result in a reduction in impervious area tributary to the pond than the pond was originally designed for, it is in conformance with the previously approved Kimley Horn Report. Sterling Design Associates LLC 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com Conclusion Proposed development complies with the drainage concept outlined in the Kimley Horn Report. Proposed development reduces total basin imperious from 89.2% to 88.9% within the Analysis Area. As such, the proposed development is in conformance with City of Wheat Ridge drainage criteria. Sincerely, Joe Schiel, PE For and on behalf of Sterling Design Associates, LLC Attachments (3): • Appendix A — Hydrologic and Hydraulic Calculations • Appendix B — Drainage Map from Applewood Village Shopping Center Master Drainage Report, prepared by Kimley Horn and Associates, approved 3/23/2015 • Appendix C — Detention Pond Calculations from Applewood Village Shopping Center Master Drainage Report, prepared by Kimley Horn and Associates, approved 3/23/2015 • Appendix D — Historic Drainage Map • Appendix E — Drainage Plan Regards, Joseph Schiel PE Civil Engineer Sterling Design Associates, LLC Sterling Design Associates LLC 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com Appendix A Hydrologic and Hydraulic Calculations Sterling Design Associates LLC 2009 W. 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Haestad Methods Solution Bentley Storm CAD CONNECT Edition Hacienda Stormcad Model-5Yr.stsw Center [10.01.00.701 4/9/2018 27 Siemon Company Drive Suite 200 W Page 1 of 1 Watertown, CT 06795 USA +1-203-755-1666 Profile Report Profile: STORM LINE A - 100 YR EVENT STORM LINE A - 100 YR EVENT - Base d n Bentley Systems, Inc. Haestad Methods Solution Bentley StormCAD CONNECT Edition Hacienda Stormcad Model-100Yr.stsw Center [10.01.00.70] 4/9/2018 27 Siemon Company Drive Suite 200 W Page 1 of 1 Watertown, CT 06795 USA +1-203-755-1666 Profile Report Profile: STORM LINE B - 5YR EVENT STORM LINE B - 5YR EVENT - Base 5517 5516.5 5516 5515.5 5515 5514.5 5514 5511.5 5511 5510.5 5510 5509.5 5509 Hacienda Stormcad Model-5Yr.stsw 4/9/2018 -2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 Station (ft) Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley StormCAD CONNECT Edition [10.01.00.70] Page 1 of 1 5513.5 O }, 5513 CID 5512.5 W 5512 5511.5 5511 5510.5 5510 5509.5 5509 Hacienda Stormcad Model-5Yr.stsw 4/9/2018 -2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 Station (ft) Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley StormCAD CONNECT Edition [10.01.00.70] Page 1 of 1 Profile Report Profile: STORM LINE 6 - 100 YR EVENT STORM LINE B - 100 YR EVENT - Base 5517 5516.5 5516 5515.5 5515 5514.5 5511.5 5511 5510.5 5510 5509.5 5509 Hacienda Stormcad Model-100Yr.stsw 4/9/2018 -2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 Station (ft) Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley StormCAD CONNECT Edition [ 10.01.00.701 Page 1 of 1 5514 5513.5 C O 5513 Q) 5512.5 w 5512 5511.5 5511 5510.5 5510 5509.5 5509 Hacienda Stormcad Model-100Yr.stsw 4/9/2018 -2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 Station (ft) Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley StormCAD CONNECT Edition [ 10.01.00.701 Page 1 of 1 Appendix B Drainage Map from Applewood Village Shopping Center Master Drainage Report, prepared by Kimley Horn and Associates, approved 3/23/2015 Sterling Design Associates LLC 2009 W. Littleton Blvd. #300 Littleton, co 80120 303.794.4727 www.SterlingDesignAssociates.com 0 Appendix C Detention Pond Calculations from Applewood Village Shopping Center Master Drainage Report, prepared by Kimley Horn and Associates, approved 3/23/2015 Sterling Design Associates LLC 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com 096060016 Applewood Village Wheat Ridge, CO BASIN IMPERVIOUSNESS FOR DETENTION POND Category imp. Landscaped Areas Lawns 0% Roofs 90% Concrete Drive and Walks 90% Business: Commercial 95% Streets - Paved 100% 3172015 Basin ID A B (A -B) F Disturbed Basin Impervious Calculation Total Disturbed Total Disturbed Business: Total Basin Area Buildings to Remain Basin Area Basin Area Landscape Area Commercial Basin (SF) (SF) (SF) (AC) (SF) (SF) imperviousness A 33,386 0 33,386 0.77 33,386 0 0% B 44,518 0 44,518 1.02 0 44,518 95% C1 85,049 10,820 74,229 1.70 0 74,229 95% D 104,545 0 104,545 2.40 0 104,545 95% E 45,871 0 45,871 1.05 0 45,871 95% F 31,544 0 31,544 0.72 0 31,544 95% G 26,151 0 26,151 0.60 0 26,151 95% H' 19,644 6,000 13,644 0.31 0 13,644 95% 1' 104,545 14,950 89,595 2.06 0 89,595 95% ON SITE TOTAL IF495,253 31,770 463,48=1 10.64 33,386 430,097 88% (1) Basin includes buildings that will remain. See Drainage Plan for excluded buildings that will remaing Note: The above calculations were used to determine the size of the detention and water quality facility. The existing buildings to remain have not been included in the pond sizing calculations, however the entire tributary area to the pond has been included for the sizing of the storm sewer, outlet structure, and overflow weir. A IJIV ,+..�,wv,mxiln e5eu. aryle.mfru4 U'��4+ur tlura,ef+u.h•:alvin.,.+•P�mJ dna ln¢�c +.wu...lin Design Procedure Form: Extended Detention Basin (EDB) Sheet 1 of 4 Designer: Geoff Nettleton Company: Kimley-Horn and Associates, Inc. Date: February 16, 2015 Project: Applewood Village - Regency Location: N.E.C. W. 32nd Avenue and Youngfield 1. Basin Storage Volume A) Effective Imperviousness of Tributary Area. 1, 1a= 88.0 B) Tributary Area's Imperviousness Ratio (i = 1./ 100) i = 0.880 C) Contributing Watershed Area Area = 10.640 ac D) For Watersheds Outside of the Denver Region. Depth of Average de = in Runoff Producing Storm Choose One E) Design Concept (Select EURV when also designing for flood control) Water Quality Capture Volume (WQCV) O Excess Urban Runoff Volume (EURV) F) Design Volume (1.2 WQCV) Based on 40 -hour Drain Time VDESIGN= 0.410 ac -ft (VDESION = (1.0 ' (0.91 - i'- 1.19' i`+ 0.78 ' i) 112 ' Area ' 1.2) G) For Watersheds Outside of the Denver Region, VDEs1ON OTHER= ac -ft Water Quality Capture Volume (WQCV) Design Volume (Vwocv OTHER = (de(VDEsIGN/0.43)) H) User Input of Water Quality Capture Volume (WQCV) Design Volume VDESIGN USER= ac -ft (Only if a different WQCV Design Volume is desired) Choose One 1) Predominant Watershed NRCS Soil Group pA I OB OC/D 2. Basin Shape: Length to Width Ratio L : W = 2.0 1 (A basin length to width ratio of at least 2:1 will improve TSS reduction.) 3. Basin Side Slopes A) Basin Maximum Side Slopes Z = 4.00 ft / ft (Horizontal distance per unit vertical, 4:1 or flatter preferred) 4. Inlet A) Describe means of providing energy dissipation at concentrated inflow locations: EDB - (UD-BMP).xlsm, EDB 2/16/2015, 10:11 PM Designer: Company: Date: Project: Location: Design Procedure Form: Extended Detention Basin (EDB) Sheet 2 of 4 Geoff Nettleton Kimley-Hom and Associates, Inc. February 16, 2015 Applewood Village - Regency N.E.C. W. 32nd Avenue and Youngfield 5. Forebay A) Minimum Forebay Volume VFMIN - 0.010 ac -ft (VFMiN = 3% of the WQCV) B) Actual Forebay Volume VF = 0.010 ac -ft C) Forebay Depth DF = 18.0 in (DF = 18 Inch maximum) D) Forebay Discharge i) Undetained 100 -year Peak Discharge 0r00 = 68.00 cfs ii) Forebay Discharge Design Flow OF= 1.36 cis (OF = 0.02 Quo) E) Forebay Discharge Design Choose One 0 Berm With Pipe (flow too small for berm wt pipe) (* Wall with Rect. Notch 0 Wall with V -Notch Weir G) Rectangular Notch Width Calculated WN = 6.3 Ghease one in 6. Trickle Channel Q Concrete A) Type of Trickle Channel 0 Soft Bottom F) Slope of Trickle Channel S = 0.0100 ft i ft 7. Micropool and Outlet Structure A) Depth of Micropool (2.5 -feel minimum) DM = 2.5 ft B) Surface Area of Micropool (10 ftz minimum) AM = 50 sq ft C) Outlet Type Choose One Orifice Plate �O 0 other (Describe): D) Depth of Design Volume (EURV or 1.2 WQCV) Based on the Design H = 3.10 feet Concept Chosen Under 1.E. E) Volume to Drain Over Prescribed Time WQCV = 0.341 ac -ft F) Drain Time To = 40 hours (Min To for WQCV= 40 hours; Max To for EURV= 72 hours) G) Recommended Maximum Outlet Area per Row, (k) Ao = 0.63 square inches H) Orifice Dimensions: i) Circular Orifice Diameter or D, = 7/8 inches I) Number of Columns nc = 1 number J) Actual Design Outlet Area per Row (Ao) A. = 0.60 square inches K) Number of Rows (nr) n, = g number L) Total Outlet Area (Aa) Aa = 5.6 square inches EDB - (UD-BMP).xlsm. EDB 211612015, 10:11 PM Design Procedure Form: Extended Detention Basin (EDB) Sheet 3 of 4 Designer: Geoff Nettleton Company: Kimley-Horn and Associates. Inc. Date: February 16, 2015 Project: Applewood Village - Regency Location : N.E.C. W. 32nd Avenue and Youngfield 8. Initial Surcharge Volume A) Depth of Initial Surcharge Volume Dls = 150 in (Minimum recommended depth is 4 inches) B) Minimum Initial Surcharge Volume Vis = 44.6 cu it (Minimum volume of 0.3% of the WQCV) C) Initial Surcharge Provided Above Micropool Vs 62.5 cu It 9. Trash Rack Q Circular (up to I-1(4" diameter) A) Type of Water Quality Orifice Used O Circular (greater than 1-114" diameter) OR Rectangular (2" high) B) Water Quality Screen Open Area: A, = Aot " 38.5-(e-0.Mo) A, = 198 square inches C) For 1.1/4"", or Smaller, Circular Opening (See Fact Sheet T-12): i) Width of Water Quality Screen and Concrete Opening (W ) W� m = 12.0 inches (i) Height of Water Quality Screen (HTR) HTR = 65.2 inches Choose One iii) Type of Screen, Describe if "Other 0 S.S. Well Screen with 60% Open Area - 0 Other (Describe): Choose One rp Aluminum Amico-hemp SR Series (or equal) Q Omer (Describe): inches EDB - (UD-BMP).xlsm. EDB 2/16/2015, 10:11 PM Design Procedure Form: Extended Detention Basin (EDB) Sheet 4 of 4 Designer: Geoff Nettleton Company: Kimley-Horn and Associates. Inc. Date: February 16, 2015 Project: Applewood Village - Regency Location: N.E.C. W. 32nd Avenue and Youngfield 10. Overflow Embankment A) Describe embankment protection for 100 -year and greater overtopping B) Slope of Overflow Embankment (Horizontal distance per unit vertical, 4:1 or flatter preferred) ZE = ft I ft Ch— One 11. Vegetation Q Irrigated 0 Not Irrigated 12. Access A) Describe Sediment Removal Procedures Notes EDB - (UD-BMP).xlsm. EDB 2/16/2015, 1011 PM Appendix D Historic Drainage Map Sterling Design Associates LLC 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT # I S AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 74 5617 NO AREA INLETS risTTNGSIDEWALK CHASEoj _ EXISTING 1 + FAWEL ATM 1 7 1 01111 so p 1 1 Sterling Design Associates, Ilc EL tL LiMewn, CO 80120 2009 W L. . BNd #300 Z1 H-4 303 794-7 ph 9 I wwwS erlingDeig Anon m.ca I H-2 1 0.23 PREPARED UNDER THE DIRECT SUPERVISION OF 0.32 1 ' G.SCHIELP.E. +■T j V JJ _ - COLORADORADO REGISTRATION JB332 • ( _ / ( IL 0.77.0.8.5 -' 1 , FOR&ON 3— OF STERLING DESIGN ASSOCIATES.LLC q� a NOT FOR CONSTRUCTION H-1 EXISTING INLET I'� ■1 1 1 WITH surra ' 1 691 — Puma — 1 1; 1 LEGEND _ 1 ® _ Ix STERLING DESIGN ASSOCIATES. LLC PROPERTY LINE / 1 U ( ' 1 1 EXIST. CURB AND GUTTER I~LI 1 — 1 W 1 jjti 1 _ — PROP. CURB AND GUTTER NO- z ITE. W a IL EXISTING 1 e 1, —5558— PROP. CONTOUR NI I &r { 1 Q IN 1' ow _ — — _ EXIST. CONTOUR ^ V 1 11 1 LtI�'' I _.... _.... _ EXIST. STORM SEWER EXISTING Al DESIGN POINT rE CURB INLET BASIN BOUNDARY LINE w N 11 s DATE H-5 1 -_._. 1 LOW ARROW0.45 _-" ) (&I BASIN DESIGNATIONOo.ez o.es r��ma�/EBASIN AREA IN ACRES EXISTING STORM / ( 03/2012018SEWER\\ 100 YR COEFFICIENT PR— rRa E-- 1 1 / 5 YR COEFFICIENT JGS�R CHILI'S RESTURANT �� 1 1 + 05 5 YEAR RUNOFF IN DNA,'�N DR-ING1ILE i - CUBIC FEET PER SECOND A4Y III \ Z 1 O 100 YEAR RUNOFF IN II ~Q 0100 CUBIC FEET PER SECOND PRo�Ecr. i T LL IIIIIIIIII-aw ` . w ------ PROPERTY UNE HACIENDA COLORADO 4"STING CURB INLET Tna 32nd & YOUNGFIELD 0 FLOW DIRECTION WHEAT RIDGE, CO 80033 STARBUCK3 Li ' � v REGENCY CENTERS ORCHARD ILVILLAGE, CO 80111 TEL: (303) 300-5300 _ ��^ �, �� ,� 'tr c� ✓� � � �. � ,: ?. � �A �g $ �$ 1 sNEETrR�E 32ND AVENUE HISTORIC DRAINAGE MAP -- - - _ - NORTH 0 20 40 SO 1 OF 2 SCALE1"=40' Appendix E Drainage Plan Sterling Design Associates LLC 2009 W. Littleton Blvd. #300 Littleton, CO 80120 303.794.4727 www.SterlingDesignAssociates.com 3 I , I EXIST. CURB AND GUTTER ---- --- PROP. CURB AND GUTTER —$558— PROP. CONTOUR APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO OPOSED 24' STORM SEWER T / 1 D AREA INLET =� . sI - 1� � i — 1►" � 1 I J A -4''--- o _ 1 i 1 0.23 1 t A-2 1 0.90 0.96 ' 1 1' 0.32 i z 1 I 0.77 0.86 1 1 11 a 1 1 A-3 1 1 I 1 3 0.8084 1 1� 1 1 II J EXISTING INLET Wn . — 7P1 PUI MP 1 PROPOSED 24' 1 1 w STORM SEWER 1 1 1 11 W — ; IL PROP URB— 1 1, EXISTING ET 3JIM M M M E CURB INItT — — _ CONNECT PR STORM SEWER � f --. TO EXISTING MANHOLE LEGEND — — — — PROPERTY LINE EXIST. CURB AND GUTTER ---- --- PROP. CURB AND GUTTER —$558— PROP. CONTOUR �I -- -— EXIST. STORM SEWER ,e N E E IIII IIII IIIII i BASIN BOUNDARY LINE FLOW ARROW BASIDESIGNATION g BASIN AREA IN ACRES 100 YR. COEFFICIENT 5 YR. COEFFICIENT 05 HACIENDA CUBIC FEET PER SECOND 0100 RESTAURANT i CUBIC FEET PER SECOND — PROPERTY UNE ----_._.� FLOW DIRECTION MCI ,\R 3.1 '0Z8 1 APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AMENDMENT #15 AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO OPOSED 24' STORM SEWER T / 1 D AREA INLET =� . sI - 1� � i — 1►" � 1 I J A -4''--- o _ 1 i 1 0.23 1 t A-2 1 0.90 0.96 ' 1 1' 0.32 i z 1 I 0.77 0.86 1 1 11 a 1 1 A-3 1 1 I 1 3 0.8084 1 1� 1 1 II J EXISTING INLET Wn . — 7P1 PUI MP 1 PROPOSED 24' 1 1 w STORM SEWER 1 1 1 11 W — ; IL PROP URB— 1 1, EXISTING ET 3JIM M M M E CURB INItT — — _ CONNECT PR STORM SEWER � f --. TO EXISTING MANHOLE LEGEND — — — — PROPERTY LINE EXIST. CURB AND GUTTER ---- --- PROP. CURB AND GUTTER —$558— PROP. CONTOUR EXIST. CONTOUR -- -— EXIST. STORM SEWER DESIGN POINT N E E IIII IIII IIIII i BASIN BOUNDARY LINE FLOW ARROW BASIDESIGNATION g BASIN AREA IN ACRES 100 YR. COEFFICIENT 5 YR. COEFFICIENT 05 5 YEAR RUNOFF IN CUBIC FEET PER SECOND 0100 100 YEAR RUNOFF IN CUBIC FEET PER SECOND — PROPERTY UNE ----_._.� FLOW DIRECTION 32ND AVENUE NORTH 0 20 40 80 SCALE: 1'=40' Sterling Design Associates, Ilc 2009 W. U.— BW4. #100 L' e—'CO WIN 303 2911T22 ph www.S[eri' n�tugnAuxwncem PREPARED UNDER THE gRECT SUPC-(iVISION OF JOSEPH G. SCMIEL PF COLORA00 RECASlRAT10N 48332 FOR 4 ON BEHALF OF STERLING DESIGN AS�KiATES, LLC NOT FOR CONSTRUCTION STERLING DESIGN FSJOfa RTES. LLC 03/20/2018 1- 40• � NGS: rmwrcu aRaEcr Na D AJYe+ nwaxaNe Fly HACIENDA COLORADO 32nd & YOUNGFIELD WHEAT RIDGE, CO 80033 kegel icy REGENCY CENTERS 8480 ORCHARD RD. SUITE 6900 GREENWOOD VILLAGE. CO 80111 TEL: (303) 300-5300 DRAINAGE PLAN 2OF2