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WSP-15-02
City of Wheat ,ge COMMUNITY DEVELOPMENT Memorandum TO: Case File WSP-15-02 FROM: Lauren Mikulak, Senior Planner (.1W - DATE: October 8, 2015 SUBJECT: Related Cases This case file is related only to the site plan review for construction of a new triplex. Refer to the following related case files for additional information: • Case No. WZ-12-09 —zone change from PCD to MU -N • Case No. MS -15-03 —approval of a 3 -lot townhouse plat City of �W heat Midge cnMUNITY DEVELOPMENT Memorandum TO: Case File WSP-15-02 FROM: Lauren Mikulak, Senior Planner L,(;V- DATE: October 8, 2015 SUBJECT: Change of Materials The applicant has notified staff that the cedar siding material will be substituted with Hardieboard (fiber cement) lap siding. This modification is considered minor in nature and is acceptable. City of 7500 West 29th Avenue `� Wheat Pid,¢e Wheat Ridge, Colorado 80033 a Ph 303.235.2846 Fax 303.235.2857 Approval of Site Plan The 3775 Benton Site Plan for the proposed development of a triplex on property located at 3775 Benton Street (Case No. WSP-15-02 / Phommatha) is hereby approved for the following reasons: 1. The site plan complies with zoning regulations in Chapter 26 of the Wheat Ridge Code of Laws. 2. The site and architectural designs are in substantial compliance with the applicable standards of the Architectural and Site Design Manual. and with the following conditions: 1. Submittal of a townhouse plat is required. The plat shall be recorded prior to issuance of a building permit. 2. Fees -in -lieu of parkland dedication fees in the amount of $2,497.29 per unit ($7,491.87 in total) shall be paid with recordation of the plat. 4:�- -J-)L Z t� Kenneth Johnston AICP Date Community Devel pment Director OWNER'$ CERTIFICATE The below signed owner(s), or legally designated agent(s) thereof. do hereby agree that the property legally described hereon will be developed in accordance with the restrictions and conditions contained in this plan, and as may otherwise be required by law. I (we) further recognize that the approval of this Site Plan does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-12'1 of the Wheat Ridge Code of phis—ert-TramO'of owner(s) or agent(s) who will sign] State of Colorado )SS County of Jefferson The foregoing instrument was; acknowledged before, me this A.D. 20 r day Of T Witness my hand and official seal. My commission expires: Notary Public, 174T-; OF COLORADO NOTARY lD 2013404231-7 !Nly COWNISSION1 EXPIPES JULY 9, 201 ADJACENT LOT (R-1 B) 3775 BENTON SITE PLAN ---------- - - --- -- ------ NE 1/4 OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 OF THE 6TH P.M. CITY OF WHEATRIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET I OF 4 CITY CERTIFICATION d Approved this ay of by the City of Wheat Ridop- Si',;.. r-[ 511259(SURVC L "If _11VU PC P L i 4 l7 6' VEFI- CU Ai- AA[ r [ P A 11 n I ---- 1A 4' 4 --- 12 ADJACENT LOT -ZONED R-3 W LO Z C) Z W I, T 1,,-QIJIRED PROVIDE D N Sr AEA LEVEL 2: 763.0 SF SF 7 181 7. SPE PIAN NAI I< TOTAL (NET): 1,859.0 —1-S! ROOF ACCESS/ rj PEAL 45 SF// 2,2c2 SI SF GARAGE: 372.0 _)I I J3 Ai TOTAL W/ GARAGE/MECH. Pr -"T-' TRIA�r ---------- 2,398.0 /A. SF ES OVE R A, �F SF TOTAL W/ GARAGE/MECH. T T"D 1 f ----- -------- (GROSS): 7,1 94,0 SF En LN M Z Z V_ A W Z 7') WI 5 W W W E XC- X" i T, 1, Y_ -C(f -M -)FL V M 1 /1 X 7 L Ci < <Z IL P 0 0 Z Z QQinn MAZIff"W 3775 BENTON STREET WHEAT RIDGE, CO 8021 2 LEGAL DESCRIPTION: LOT 2, CADENCE SUBDIVISION AMENDMENT NO. I COUNTY OF JEFFERSON, STATE OF COLORADO ASSESSORS PARCEL NUMBER: 39-2S 1 -03-03 1 CASE HISTORY: WSR-1 5-02, WZ-1 2-09, MS -06-03 OWNER: SEUN PROMMATHA 303 -B75 -3B 1 9 SEUNPl-I9GMAIL.COM DESIGNER ANCHEN WANG 2400 MEADE ST DENVER, CO 8021 I 303-596-26BB CONTRACTOR: TBD ZONED: MU -N LOT SIZE: 6,5130 (0.1 5 ACRES) EXISTING USE: VACANT PROPOSED USE: MULTI -FAMILY RESIDENTIAL (3 UNIT) SETBACKS: NORTH: 0' (REQUIRED)/ 1 6' (PROVIDED) EAST: 0-1 2 1 BUILD -TO (REQ.)/ 4-13' BUILD -TO (PROVIDED) SOUTH: 15 (REQUIRED)/ I S' (PROVIDED) -UPPER STORY: 20 (REQUIRED)/ 20' (PROVIDED) WEST: 15 (REQUIRED)/ 20' (PROVIDED) -UPPER STORY: 101 (REQUIRED)/ 20' (PROVIDED) PARKING: 1 SPACE/UNIT (REP.)/ 2 SPACES/UNIT (PROVIDED) APPLICABLE CODES: 201 2 IRC, CITY OF WHEAT RIDGE LOCAL AMENDMENTS CITY OF WHEAT FRIDGE ZONING CODE TYPE OF CONSTRUCTION: V -B 0 -r -N! Sl -ACF "At -CU" j _CV TPRIN! 2,O'^ F :118-1 Sr I I I El ilia 2 1 3 UNIT 3 -STORY TOWNHOME SQUARE FOOTAGE PER UNIT 1,,-QIJIRED PROVIDE D N Sr AEA LEVEL 2: 763.0 SF SF 7 181 7. SPE PIAN NAI I< TOTAL (NET): 1,859.0 —1-S! ROOF ACCESS/ rj PEAL 45 SF// 2,2c2 SI SF GARAGE: 372.0 _)I I J3 Ai TOTAL W/ GARAGE/MECH. Pr -"T-' TRIA�r ---------- 2,398.0 /A. SF ES A, �F SF TOTAL W/ GARAGE/MECH. T T"D 1 f ----- -------- I I I El ilia 2 1 3 UNIT 3 -STORY TOWNHOME SQUARE FOOTAGE PER UNIT LEVEL I : 296.0 SF LEVEL 2: 763.0 SF LEVEL 3: BOO.0 SIF TOTAL (NET): 1,859.0 SF ROOF ACCESS/ MECH.ROOM: 1 67.0 SF GARAGE: 372.0 SF TOTAL W/ GARAGE/MECH. (GROSS): 2,398.0 SF PROJECT TOTAL (3 UNITS) TOTAL LIVABLE (NET): 5,577,0 SF TOTAL W/ GARAGE/MECH. (GROSS): 7,1 94,0 SF SHEET W ry < Z _j 0 0 0 Z W Lj M (9 0 In < W En LN M Z Z W Z Z WI 5 W W W W 2 Y_ Ci < <Z IL 0 0 Z Z QQinn W -j W WW W W > x W I.-> - W W RI [L 0 tl i t in Ln to 0 M Cq 0 0 5 N 0 N W V) 01 0 0 0 0 _a Z _0 1 �n __.._t IF ADJACENT LOT (R-7 C) 3775 BENTON SITE PLAN � i [^' '9 /� d�--TOWNSHIP q—^-(-�—q q--{. �.,, g_p..�-�-�-------�_''_g-------------- ._---.._--------�g� THE ^g^ ( � j"''] p� � 0 `1 E i/ 4 ®F SECTION 2 5, I O Y V 1 q1 S 1 I P 3 SOUTH, RANGE 6✓ O 1 H E 1 H _._. P' . i °� 1. CITY OF WHEATRI GE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 2 OF 4 ADJACENT LOT - ZONED MLI -N s L i X G i 6 I r: FBaca I IF, -------------------- r i i'i,, o/ ✓ A s ''' rl1' . , S�'\)(U; i\�. low. J;r<:: tr S 1p �.,,cr J iii', z, l/.•,I.�0/�:,L, II // l /, E: ��:// �. _YO -e-. .. „ i.+�4•-, nY� S �. �>Z;YI� { i./' 1 �f :S!.,/� 1/� I _ ---_ _11?.1..i—_. �:.. c..>. ±\0 IF FL 1 D rte= �, ^\ i� A r,rl �'� ? 11 �1 �CV`" -:,I .iiia ...r m : p / . .I'r / Af7�11'. AaJ- _.__..I� vi'� �'` 1: 11,,1 AAS :�II JIr!� h":.��I il�✓I���I�A�Iti� -❑ -4 _._=�F=—a'- ❑E}—�.---0 H'-a"'('"li'E} f+- f} [3 Ci--..J?-i�----0—fr ❑-E7--*_t�r,J,.°y.l`_—❑ ❑. ❑ 'il� ❑ 6 ❑ ❑ l��V�S��C1--❑ ❑ ��' L h <y/. F 'L \F ADJACENT LOT ZF—INED R -C iI I FS IN �Ijl W:14 >Tt,Va ErF-O Ntt DIV, WHIFF T / /J f N RI f I 2-GAi 7A nt �p ?ir .-z I ' Ir7/E 5 h ]T OR v" t4/[,a ;/� i Fr r I �A N t :If FEF ur lSI F N. i 1 r / 1. I ` / F A / C / aP R BRANCH 07H S TRIE NRA: . R Ill w WI MA N ,f AI JU v lP r IN S Vr' 1, l fll-> > I(Hf It T114 FIN 2t h V Ex"( J1A OP D, p"'c (° SVt F r / )C ill ) D K, .,, IF ❑ ❑ � -..,.:. .. .� tL. XX' -X" N © XX LEVEL — s 4 'WR li S r r_ 7 ANF-, IlL, I IF F> F BA .. . ACKF J. ^,LL . ,P,, E 1. ALL PLANT MATERIAL SHALL MEET OR EXCEED CURRENT AMERICAN STANDARD FOR NURSERY STOCK ANSI Z60.1 AND THE COLORADO NURSERY ACT AND ACCOMPANYING RULES AND REGULATIONS. 2. LANDSCAPE PLAN AND DETAILS TO BE USED IN CONJUNCTION WITH THE CIVIL PLANS TO FORM COMPLETE INFORMATION REGARDING SITE WORK. 3. CONTRACTOR TO CON I ACT THE UTILITY NOTIFICATION CENTER OF COLORADO BEFORE C / 7 0 E DIGGING IN tv DING BUT NOTI L MITED TO TRENCHING TREE PLANTING PITS. IF UTILIT ES OCCUR AT LOCATIONS OF PROPOSED SHRUBS, OR WITHIN (8) FEET OF PRC;POSED TREES, THE CONTRACTOR SHALL REPORT SUCH CONDITIONS TO THE OWNER'S REPRESENTATIVE. DAMAGE TO EXISTING UTILITIES BY THE LAND';CAPE CONTRACTOR IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 4. ALL LANDSCAPE AREA."WILL BE WATERED BY AN UNDERGROUND FULLY AUTOMATED IRRIGAThi'rf SYSTEM WITH HIGH EFFICIENCY SPRINKLERS & AUTOMATIC RAIN SHUT-OFF DEVICES. 5. ALL TREES WILL EITHER BE STAKED USING TWO TODGEPOLE PIKE STAKES OR GUYED USING 3-12 GA. GALVANIZED WIRE GUYS ATTACHED TO BURIED STAKES. 6. THE TURF AREAS SHALL BE SODDED WITH A FOUR WAY BLEND OF BLUE GRASS. TURF TO BE CSU DROUGHT TOLERANT MIX INCLUDING FOUR OF THE FOLLOWING BLUEGRASS SOD BLENDS: RUGBY 2, NUGLADE, ODYSSEY, TOTAL ECLIPSE,, AWARD, MIDNIGHT. 7. TURF AREAS AS WELL AS SHRUB BEDS SHALL BE PREPARED WITH ORGANIC MATTER AT THE ROLE OF 4 CUBIC YARDS PER 1,00 SQUARE FT. THIS PREPARATION SHALL BE THOROUGHLY INCORPORATED INTO THE TOP 8" OF SOIL: ORGANIC MATTER TO BE A-1 ORGANICS BIO-COMPOSIT OR APPROVED EQUAL, 8, ALL TREES PLANTED WITHIN SOD AREAS TO HAVE FIR FIBER MULCH RING AS SHOWN ON PLANTING DETAILS. - -3-4 x pr '3: _1_ A --. A 1- `S- LJlE` ^I V I D- j � n hi / ,7 - /1%o �E LE / (,rg\� 0f lf. .^ -{III �� f 1 .- _. _, _ Irl I —/I - � F / L� t,� �L;J�,.� TA "F �/ �=-I,) ,r•. 1--; N ❑ CO W W a {– Q OJ a Z ❑ Q J Z w w m U' Ln n r � Q w I FS IN �Ijl W:14 >Tt,Va ErF-O Ntt DIV, WHIFF T / /J f N RI f I 2-GAi 7A nt �p ?ir .-z I ' Ir7/E 5 h ]T OR v" t4/[,a T n Fr r I �A N t :If FEF ur lSI F N. i 1 r / 1. ` / F A / C / aP R BRANCH 07H S TRIE NRA: . R Ill w WI MA N ,f AI JU v lP r IN S Vr' 1, l fll-> > I(Hf It T114 FIN 2t h V Ex"( J1A OP D, p"'c (° SVt F r / )C ill ) D K, .,, IF � -..,.:. .. .� _. N L l\ s 4 'WR li S r 7 ANF-, IlL, I IF F> F BA .. . ACKF J. A 1- `S- LJlE` ^I V I D- j � n hi / ,7 - /1%o �E LE / (,rg\� 0f lf. .^ -{III �� f 1 .- _. _, _ Irl I —/I - � F / L� t,� �L;J�,.� TA "F �/ �=-I,) ,r•. 1--; N ❑ CO W W a {– Q OJ a Z ❑ Q J Z w w m U' Ln n r � Q w I i i I I i f I OF I ' � r IN Z, L F to i w > Z w k- z w d } } g w Z 2' a a a :E IL Z D ❑ _Z Z Q: Q to JIt J J d 11- w,w w w aw >' > of w w 0-1 o.. n w a al I z 0 to Ln En O N Ni ❑ ❑ > N ❑ N ❑ N- N W r� w _ sx(_ o ❑ o� ❑ r� n L;------ I —LJLL EL. 5423.31' (SURVEY) -@ EX. NE CORNER v `� Z4.88 ',VEY) -EL FX. SACC — EL. © 5424.26 F1 OW INF VEY) — EL. 5424.09 @ AVERAGE ; GRADE NE 1/4 OF SECTION 25y TOWNSHIP (O O V Y1 V OF H l P 3 SOUTH, R A 1 'N E 6 OF THE E 6 1 r/�-8 `yP.M. CS CITY F WHEATF ICOUNTY UNTY F JEFFERSON, STATE OF COLORADO SHEET 3 OF 4- ASSM. 134'-9 3/4" (AR(,;H) ), @ 'r.0. PI-AfF,--'5TI ASSM- 130'-6" (ARCH) @ T.O. PARAPET W -,—LL ASSM. 127'-0" (ARI;H) @ROOF ACC jS ASSM. 118'-0" (A,9t'H) @ 3RD 1_F`/;_I ASSM. 1_08'-6 (ARCH) @ 2N'J L F /EL <n �1 ASSM. 100'-0" (ARI,H) — - EL. 5425..26'-( 11JRVI Y) -. --- ---- ---- --- 5423.31' (SURVEY Q EX. NE COR'lER EL. 5422.95 (SURVI_y) — — @ FLOW I 1 OCVC-, T&G STAINED CEDAR SIDING STACKED BRICK OHARD COAT STUCCO A (LIGHT) OHARD COAT STuccO B (DARK) CORRU13ATED fAETAL PANEL OEXPANSION JO1NT STEEL POST & LINTEL DECK SUPPORT OPAINTED FASCIA & SOFFIT O9 METAL PARAPET CAP 10 METAL RAILING 11 METAL AWNING 72 PAINTED HARDY HOARD CDE EGRESS WINDOW UT TEMRERED GLASS ASSM. 135'-10 1/2" (ARCH) ------ @ T.O. ROOF `SSM. 130'-6" (ARCH) T. PaRnPET wA i- - r, Assts. 127'-0" (ARCH) @ ROOF ACCESS 1_DSM. 118'-0" (ARCH) 3RD LEVEL SSM. 108'-6" (ARCH' Co) 2ND LEVE!_ �M. 100'-0° (ARCH) @ T.O. WALL 5423.8' (SURVEY) @ EX. NW CORNER SHEET -p4pIZZYW j�p441Qp�" Y Z U 4R LpW Zp�pa ]FpG� Lap UL1UmS pJ 1FrWy _Yp�£WF9 llW iwmopn wrwi nam F�n.a nor u�¢nw J WnpQnt W Z�pZnWw� nF xW�WiQ oazn�x ]Q.IU jS}UI �pE;Q�zz oz ap�,E zu Wwwp] �moZmn wu JW ai�w�wa Q pU iJZWW4 W 9nOF¢ w Za1-41WF1- L y WUpQ1 p w z p n ]Zwm £opp =FfJw Y'N yOZ j�1TWW z pz2"oTr um v.Wpp 't 4141 a NwfWWpx tt aw z3 nrce o wp-W vaww W�ZJUnZ �w ZO4U;0ID Jlllz of Y tqpW hFf-f WQLIl i ASSM. 134'-9 3/4" (AR(,;H) ), @ 'r.0. PI-AfF,--'5TI ASSM- 130'-6" (ARCH) @ T.O. PARAPET W -,—LL ASSM. 127'-0" (ARI;H) @ROOF ACC jS ASSM. 118'-0" (A,9t'H) @ 3RD 1_F`/;_I ASSM. 1_08'-6 (ARCH) @ 2N'J L F /EL <n �1 ASSM. 100'-0" (ARI,H) — - EL. 5425..26'-( 11JRVI Y) -. --- ---- ---- --- 5423.31' (SURVEY Q EX. NE COR'lER EL. 5422.95 (SURVI_y) — — @ FLOW I 1 OCVC-, T&G STAINED CEDAR SIDING STACKED BRICK OHARD COAT STUCCO A (LIGHT) OHARD COAT STuccO B (DARK) CORRU13ATED fAETAL PANEL OEXPANSION JO1NT STEEL POST & LINTEL DECK SUPPORT OPAINTED FASCIA & SOFFIT O9 METAL PARAPET CAP 10 METAL RAILING 11 METAL AWNING 72 PAINTED HARDY HOARD CDE EGRESS WINDOW UT TEMRERED GLASS ASSM. 135'-10 1/2" (ARCH) ------ @ T.O. ROOF `SSM. 130'-6" (ARCH) T. PaRnPET wA i- - r, Assts. 127'-0" (ARCH) @ ROOF ACCESS 1_DSM. 118'-0" (ARCH) 3RD LEVEL SSM. 108'-6" (ARCH' Co) 2ND LEVE!_ �M. 100'-0° (ARCH) @ T.O. WALL 5423.8' (SURVEY) @ EX. NW CORNER SHEET -p4pIZZYW j�p441Qp�" Y Z U 4R LpW Zp�pa ]FpG� Lap UL1UmS pJ 1FrWy _Yp�£WF9 llW iwmopn wrwi nam F�n.a nor u�¢nw J WnpQnt W Z�pZnWw� nF xW�WiQ oazn�x ]Q.IU jS}UI �pE;Q�zz oz ap�,E zu Wwwp] �moZmn wu JW ai�w�wa Q pU iJZWW4 W 9nOF¢ w Za1-41WF1- L y WUpQ1 p w z p n ]Zwm £opp =FfJw Y'N yOZ j�1TWW z pz2"oTr um v.Wpp 't 4141 a NwfWWpx tt aw z3 nrce o wp-W vaww W�ZJUnZ �w ZO4U;0ID Jlllz of Y tqpW hFf-f WQLIl ASSM. 35-10 1/2" (ARCH) C LO MOF ASSM. 1 50 6" ( Rei ) a] ® T.O.PARAPET WALL ,ASSM. 127'-0" (ARCH) C ROOF ACCESS ASSM. 118' 0" ARCH C 3RD LEVEL ASSM. 108'-6" (ARCH) © 2ND LFVEL 0 ASSM. 100'-0" (ARCH) � �- C 1ST LEVEL ------.� _ EL E 5425.04' (SURVY) _ @ Ex. Svd CORNER NE 1l4 OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 OF THE 6TH P.M. CITY OF Wf~•~IEATRIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 4 OF 4 ASSM- 134'-9 3/4" (ARCH) - C T.O. PLATE rr ASSM. 127'-0" ARCH _ @ RROO" ACCESS AS`;M. 108 6" (ARCH) 9 AND LEVEL - - - i L ASSM- 108'-6" (ARCH) (al 2ND LEVE!_ IU i ASSM. 100'-0" (ARCM) @ IST LEVEL EI_- 5423.80' (SURVEY)_ C EX. NW CORNER SCALE 3/1 611= 1 -Oil LTAIXAs �;. EL. 5459.09' (SURVEY) C PITCH ROOF MID POIN I EL. 5425.04' (SURVEY) © EX- SW CORNER EL 5424 OR CSUPVEY) @ AVERAGE NISH GRADE ----- EL 5459.09 ' !JRVEY) © PITCH ROOF rE POINT EI. 5424:8' (SURVEY) T EF. SE CORNER 1� CVG T&G STAR*IED CEDAR SIDING STACKED BRICK (� HARD COAT STUCCO A `J (LIGHT) HARD COAT STUCCO B ( DARK) OCORRUGATED METAL PANEL EXPANSION JOINT STEEL POST & LINTEL DECK SUPPORT @g PAINTED FASCLA & SOFFIT OMETAL PARAPET CAP IO METAL RAILING; ) 1 METAL AWN INS @ PAINTED HARiCY BOARD OE EGRESS WINDOW OT TEMPERED GLASS SHEET ¢w0 U o�poazzpw aoo'm zZap. .ran'''u Op W2nU4K UILnW Lp�pa m Wn£pnt w wx��oWu�x RO W:IWFXWY. Lljpll p�ttWp t.m3wF"arc w w'�xawp fa�4 Umo rm m'w WWaJ FF o.Zz x oza.iM. z mp pp¢zp�£ FZu°wawn� Z IINOZwa'WU W Nntz wa I -p £wpao���p ozw4 �oQFt-a zwNw Ow WXNF¢YW f.. �IJNWppO 72 Zw mS.LL3U ¢w oz yF rcww No za.�arx 0;`000aw,_ a N4Fupnx wnupU9w �- p',zWa>zz3 6p0 O r z n-ao wwa-Ru mra � SO4U �m67 SWIZSINCU h Q1'1-FUap? I i u I i I i I I i Ii Z [7 z3iI.- 03 h W Z w W > Q > w w Er X a (} Q d a Z 0 Zi Z q Q L) W IL 3 _I a ! a - w W 1❑ a) a d a i z i I ® 't d u1 u) ❑ C0 N❑ > N0 N ❑ N W C7d d di�i W ❑ ❑ ❑ ❑i ❑ 0 z— ¢w0 U o�poazzpw aoo'm zZap. .ran'''u Op W2nU4K UILnW Lp�pa m Wn£pnt w wx��oWu�x RO W:IWFXWY. Lljpll p�ttWp t.m3wF"arc w w'�xawp fa�4 Umo rm m'w WWaJ FF o.Zz x oza.iM. z mp pp¢zp�£ FZu°wawn� Z IINOZwa'WU W Nntz wa I -p £wpao���p ozw4 �oQFt-a zwNw Ow WXNF¢YW f.. �IJNWppO 72 Zw mS.LL3U ¢w oz yF rcww No za.�arx 0;`000aw,_ a N4Fupnx wnupU9w �- p',zWa>zz3 6p0 O r z n-ao wwa-Ru mra � SO4U �m67 SWIZSINCU h Q1'1-FUap? a City of V`Iheat 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 July 28, 2015 Mr. Anchen Wang 2400 Meade St Denver, CO 80211 Re: 3775 Benton –Site Plan / 3rd Review Dear Mr. Wang: This letter is in regard to your application for approval of a Site Plan for property zoned Mixed -Use Neighborhood (MU -N) and located at 3775 Benton Street. I have reviewed the second submittal of the site plan and have the following comments. Please also refer to the enclosed redlined copy of the submittal sheets. Thank you for addressing all previous comments. The site plan is approvable. Please provide a full size (2406) hard copy of the site plan set. The cover sheet will need to be signed by Seun in the presence of a notary public. You can submit the hard copy before or after it is signed. 2. The subdivision plat was submitted via email with the third submittal of the site plan. The plat does represent an independent case and the following will need to be provided to complete the application and to allow review: a. Land use application b. Application fee ($300) c. Geodetic survey requirement checklist—completed and signed by the surveyor d. Two (2) full size (2406) hard copies of the plat e. AutoCAD .dwg file of the plat 3. Construction drawings may be submitted for building permit review concurrent with the plat review. Please note however, that the permit will not be issued until the plat is approved and recorded. This concludes the summary of comments. Please address each of these comments by revising the Site Plan accordingly. The next submittal may be submitted digitally in .pdf format—no hard copies are required. Sincerely, Lauren E. Mikulak, AICP Senior Planner www.ci.w heatridge.co.us June 20, 2015 Lauren E Mikulak, AICP Senior Planner City of Wheatridge RE: 3775 Benton — Site Plan / 2"d Review Dear Ms. Mikulak Thank you for the quick response on the review comments. Please find attached revised Site / Landscape plans and our response below. 1. Please see attached plat. 2. Please review attached groundcover. 3. Please review attached groundcover. 4. Tree count adjusted. 5. Legend duplicated. 6. Rock mulch requirements noted in legend. Thank you, Anchen City of Wheatp dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. June 2, 2015 Mr. Anchen Wang 2400 Meade St Denver, CO 80211 Re: 3775 Benton – Site Plan / 2"d Review Dear Mr. Wang: Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to your application for approval of a Site Plan for property zoned Mixed -Use Neighborhood (MU -N) and located at 3775 Benton Street. I have reviewed the second submittal of the site plan and have the following comments. Please also refer to the enclosed redlined copy of the submittal sheets. General Comments 1. There are only a few remaining items to address prior to approval of the site plan application. After the following comments are addressed, a building permit application may be submitted. Please note that a subdivision plat is required for construction of townhomes. As previously mentioned, building permits will not be issued until a plat is reviewed, approved, and recorded. This process can take at least a month. Cover Sheet/Site Plan—Sheet A-0 2. Please show the groundcover that is proposed to be located between the property line and sidewalk. See redline. Landscape Plan—Sheet A-0.1 3. Please show the groundcover or landscape materials that are proposed to be located between the property line and sidewalk. See redline. 4. The schedule of trees indicates there are 5 Crimson Cloud Hawthorns being provided, but only 2 appear in the site plan. Please reconcile this difference. 5. Please duplicate the groundcover legend from sheet A-0. 6. Please clarify in the legend and/or notes what type of rock mulch is proposed. The code requires that rock be a minimum of 1 to 2 inches in size and at least 3 inches in depth over a weed barrier groundcover. www.ei.w h eatridge.co. u s This concludes the summary of comments. Please address each of these comments by revising the Site Plan accordingly. The next submittal may be submitted digitally in .pdf format—no hard copies are required. Sincerely, Lauren E. Mikulak, AICP Senior Planner CC.' Case File Seun Phommatha WSP-15-02 / Benton Triplex ` ► 4 � ' City of Wheat �dge COMMUNITY DEVELOPMENT Cite of Wheat Ridge Municipal Building 7500 W. 291h Ave April 28, 2015 RESPONSE TO COMMENTS 5-20-15 Mr. Anchen Wang 2400 Meade St Denver, CO 80211 Re: 3775 Benton – Site Plan / 1" Review Dear Mr. Wang: Wheat Ridge. CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to your application for approval of a Site Plan for property zoned Mixed -Use Neighborhood (MU -N) and located at 3775 Benton Street. I have reviewed the site plan and have the following comments. Please also refer to the enclosed redlined copy of the submittal sheets. General Comments 1. Please note that for the purpose of the Site Plan application, the approved plan set will only include the following sheets: site plan (A-0), landscape plan (A-0.1), and elevations (A-301 and A-302). The interior floor plan sheets and roof plan are not required until the building permit submittal. NOTED & REVISED ACCORDINGLY 2. Add a title block at the top of each page in the plan set. For the title block, please use language similar to the following: TITLE BLOCK ADDED TO TOP OF SHEETS 3775 BENTON SITE PLAN [SECTION, TOWNSHIP, RANGE] CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET X OF 4 3. Provide a minimum margin of %z" on all sides of all sheets. MARGINS REVISED TO 112" Cover Sheet/Site Plan—Sheet A-0 4. Add the following items to the cover sheet: a. Case history box with these case numbers: WSP-15-02, WZ-12-09, MS -06-03 b. Legend ADDED, RE: A-0 SITE PLAN 5. Increase the size and legibility of the vicinity map. REVISED, RE: A-0, SITE PLAN 6. Remove the "General Notes" and "Abbreviations" which are more appropriate for the construction documents. NOTES & ABBREVIATIONS REMOVED 7. Correct the zoning for adjacent properties. The property to the north is zoned MU -N and the property to the west is zoned R-113. REVISED 8. Add all existing and any proposed easements to the site plan. EASEMENTS ADDED PER SURVEY, RE: A-0, A-0 9. In the open space calculations, please correct the open space requirement to read 987 square feet; it appears the numbers were transposed. ALL CALCULATIONS REVISED ACCORDINGLY 10. Update the setback table as shown in the redlined plans. REVSIDED PER REDLINES www.ci.wheatridge.eo.us 11. The site plan graphic currently terminates at the property line. Please add the information from the survey that shows the sidewalk, curb, and gutter along Benton Street. Also show the proposed driveway apron. REVISED, RE: A-0, A-0.1 12. The driveway design shown on the site plan is not consistent with the drainage plan. Grass pavers are not permitted and do not appear to be the solution proposed in the drainage plan. Revise the site plan to show the areas that will be hard surfaced (concrete or asphalt) and those areas that will be permeable interlocking concrete pavers (PICP). REVISED. RE: A-0 13. The drainage plan includes construction of a subgrade retaining wall along the northern property line to support the PICP. In addition the site plan proposes building/balcony supports along the northern property line, potentially in conflict with the retaining wall. If these improvements remain in their current location, the construction of these items will require building activity and ground disturbance on the adjacent property to the north. As such, written confirmation from the affected property owner to the north shall be obtained by the applicant and provided to the City prior to issuance of any Building Permit Application. SEE RESPONSE AT BOTTOM OF THIS PAGE. 14. How will garbage pick-up be handled? If it is a cster No CO SERVIOTI on O CE, EA. TENANTTO HAVE INDIVIDUAL pp INDIVIDUAL B N or trash storage area and the proposed screening. STORED IN GARAGE & PLACED AT CURB FOR COLLECTION 15. Where will exterior utility boxes/installations be located? Please confirm they will be located and/or screened such that they are not visible from the street. UTILITIES LOCATED BEHIND BLDG. AT WEST WALL, WILL NOT BE VISIBLE FR. STREET, RE: A-0, SITE PLAN Landscape Plan—Sheet A-0.1 16. It appears there are only 5 trees and 3 shrubs being proposed as part of the development. In general, this is insufficient. Please add trees in the rear yard as this is required to be a landscaped buffer from the single family home to the west. Additional landscaping also needs to be provided along the east elevation between the sidewalk and building fagade. UPDATED W/ ADIDITOINAL LANDSCAPING RE: A-0.1 ANDSCAPE 17. A rugged charm maple is considered a compact upright species. Please consider Increasing the density of the provided trees to provide a sufficientlyy landsca ed buffer between the trivlex and the adjacent single family homes. WITH SPACING REQUIRMENTS, TH S QNTY. IS PROPORTIONATE T WHAT SPACE ALLOWS. j $ Y PLAN REVISED TO SHOW SPACING AND TREE SIZE AT MATURITY, RE: A-0.1 18. In the schedule of plants, please add a column for size. The minimum size for shrubs is 5 gallons, and the minimum caliper for trees is 2 inches. REVISED W/ INFORMATION, RE: A-0.1 19. Note #9 indicates that landscaping will be maintained by a homeowners association. Please confirm there will be an HOA established. If this is the case, a draft of the HOA covenants will be required to be submitted prior to approval of the site plan or subdivision. If this is not correct, please remove the note. NO HOA. THERE WILL BE A PARTY -WALL AGREEMENT. NOTE REMOVED. 20. All landscaped areas are required to be irrigated. Add the following note: "All landscaped areas to be served by a functioning automatic irrigation system with high efficiency sprinklers and automatic rain shut-off devices." NOTES REVISED, RE: A-0.1 LANDSCAPE PLAN 21. Remove note #1 – the Streetscape Design Manual will not apply because sidewalk is already in place. REMOVED. 22. Please identify the mulch material proposed to be located in the shrub bed—shredded wood, wood chip, bark, rock, rubber, etc. SHRUB BEDS TO BE XERIC, BEDS WILL BE ROCK, REVISED & NOTED ON A-0.1 LANDSCAPE PLAN Elevations—Sheet A-301 23. Clarify what the circled letter labels represent—they are located on the garage doors and patio doors but do not correspond to the legend. PART OF WINDOW SCHEDULE, REMOVED. 24. The structure appears to exceed the maximum height restriction of 35 feet. This height is measured from the average elevation of the finished grade of the building to the top of the building for flat roofs. The drawings indicate that the height is not being measured from finished RE: 13. STRUC. & CIVIL ENGINEERS HAVE COMMUNICATED ON RETAINING DESIGN AND DO NOT EXPECT CONFLICT IN DESIGN/LOCATION. ALL PROPOSED SITE WORK IS WITHIN THE PROPERTY BOUNDARIES AND SHOULD NOT DISTURB EXTG. PROPERTY TO THE NORTH. WSP-15-02 / Benton Triplex 2 grade, and using the elevation points that are provided, the height is just over 36 feet. In order to meet the 35 -foot height limitation, I would recommend redesigning the stairwell enclosure. If this is a shed roof that parallels the stairs, the height can be measured to the midpoint (not the highest point). See redline. REVISED TO PITCHED ROOF, AVG. MID -POINT FINISHED GRADE PROVIDED & NEW BLDG HT. SHOWN, Rk: A-30 02 25. The cedar siding portion ovt a east elevation does not meet the material variation requirement of the code. A 1 -foot tall change in material for every 10 feet of wall height is required. REVISED, RE: ELEV. Elevations—Sheet A-302 26. Please show the privacy wall in the background of the west elevation (in a reduced line weight). 27. There appears to be an inconsistency between the colored rendering and blackline version of the south elevation. In the colored rendering, the taller portions of the building that include the stairwells are shown as a single are shown as dark stucco. The blackline version shows two materials but labels both as dark stucco. Please correct this inconsistency. In the final design, these elements need to consist of more than one material and meet the material variation requirement of Section 26-1106.C.4. This element is the tallest on the building and is facing a single family home, so enhanced articulation is important. BLACK LINE DIDNT SHOWN PATTERN AS THE 2ND LEVEL WAS ON A DIFFERENT/RECESSED PLANE. ELEVATIONS REVISED TO SHOW MATERIAL PATTERN FOR CLARITY/CONSISTENCY. RE: A-301, 302 Attached are the comments received from other City departments and outside agencies regarding your Site Plan application: Wheat Ridge Parks & Recreation Department. Fees in lieu of parkland dedication will be owed at the time of building permit issuance. Fees are $2,497.29 per unit or $7,491.87 in total. NOTED Wheat Ridge Public Works: See attached comments from Dave Brossman dated Apri114, 2015. The drainage letter and plan have been approved and are attached; there are no comments related to the site plan. NOTED Wheat Ridge Fire District. See attached comments and site planning guide from Kelly Brooks dated April 9, 2015. NOTED, AFTER READING PLANNING GUIDE AND SPEAKING WITH KELLY, THE SITE MEETS FIRE DISTRICTS REQUIREMENTS Xcel Energy: See attached comments from Donna George dated April 23, 2015. NOTED Wheat Ridge Sanitation District: See attached comments from Bill Willis dated April 10, 2015. NOTED AND WILL INCORPORATE WHEN TIME TO SUBMIT WASTEWATER PLANS Wheat Ridge Water District. No comments received. Please contact the district directly at 303-424- 2844 for information on existing infrastructure or requirements for development. Century Link: No comments received. Comcast Cable: No comments received. Wheat Ridge Building Division: No comments received. This concludes the summary of comments. Please address each of these comments by revising the Site Plan accordingly. For questions or clarification on any comments, please feel free to directly WSP-15-02 / Benton Triplex contact any of the Development Review committee members. The next submittal should include one (l) full size hard copies of the revised drawings, one digital copy of the revised drawings (in .pdf format), a digital (.pdf) colored version of the elevations, and a response to this letter. Please note that a subdivision plat is required for construction of townhomes. As previously mentioned, building permits will not be issued until the plat is reviewed, approved, and recorded. Similarly to the site plan, this process can take at least a month. Sincerely, Lauren E. Mikulak, AICP Senior Planner cc: Case File Seun Phommatha WSP-15-02 / Benton Triplex City of Wheat�idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 April 28, 2015 Mr. Anchen Wang61 2400 Meade St Denver, CO 80211 Re: 3775 Benton – Site Plan / 1" Review Dear Mr. Wang: This letter is in regard to your application for approval of a Site Plan for property zoned Mixed -Use Neighborhood (MU -N) and located at 3775 Benton Street. I have reviewed the site plan and have the following comments. Please also refer to the enclosed redlined copy of the submittal sheets. General Comments 1. Please note that for the purpose of the Site Plan application, the approved plan set will only include the following sheets: site plan (A-0), landscape plan (A-0.1), and elevations (A-301 and A-302). The interior floor plan sheets and roof plan are not required until the building permit submittal. 2. Add a title block at the top of each page in the plan set. For the title block, please use language similar to the following: 3775 BENTON SITE PLAN [SECTION, TOWNSHIP, RANGE] CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET X OF 4 Provide a minimum margin of on all sides of all sheets. Cover Sheet/Site Plan—Sheet A-0 4. Add the following items to the cover sheet: a. Case history box with these case numbers: WSP-15-02, WZ-12-09, MS -06-03 b. Legend ✓ 5. Increase the size and legibility of the vicinity map. r 6. Remove the "General Notes" and "Abbreviations" which are more appropriate for the construction documents. ✓ 7. Correct the zoning for adjacent properties. The property to the north is zoned MU -N and the property to the west is zoned R -1B. ✓ 8. Add all existing and any proposed easements to the site plan. 9. In the open space calculations, please correct the open space requirement to read 987 square feet; it appears the numbers were transposed. 10. Update the setback table as shown in the redlined plans. www.ci.w heatridge.co.0 s 11. a site plan graphic currently terminates at the property line. Please add the information from �J T the survey that shows the sidewalk, curb, and gutter along Benton Street. Also show the proposed driveway apron. Y P X12. The driveway design shown on the site plan is not consistent with the drainage plan. Grass pavers are not permitted and do not appear to be the solution proposed in the drainage plan. Revise the fib• site plan to show the areas that will be hard surfaced (concrete or asphalt) and those areas that will be permeable interlocking concrete pavers (PICP). 13 The drainage plan includes construction of a subgrade retaining wall along the northern property line to support the PICP. In addition the site plan proposes building/balcony supports along the V northern property line, potentially in conflict with the retaining wall. If these improvements remain in their current location, the construction of these items will require building activity and ground disturbance on the adjacent property to the north. As such, written confirmation from the ' affected property owner to the north shall be obtained by the applicant and provided to the City prior to issuance of any Building Permit Application. 14. How will garbage pick-up be handled? If it is a common service, show the location of a dumpster or trash storage area and the proposed screening. 15. Where will exterior utility boxes/installations be located? Please confirm they will be located ✓ and/or screened such that they are not visible from the street. Landscape Plan—Sheet A-0.1 16. It appears there are only 5 trees and 3 shrubs being proposed as part of the development. In general, this is insufficient. Please add trees in the rear yard as this is required to be a landscaped buffer from the single family home to the west. Additional landscaping also needs to be provided along the east elevation between the sidewalk and building facade. ✓ 17. A rugged charm maple is considered a compact upright species. Please consider increasing the density of the provided trees to provide a sufficiently landscaped buffer between the triplex and the adjacent single family homes. ✓ 18. In the schedule of plants, please add a column for size. The minimum size for shrubs is 5 gallons, and the minimum caliper for trees is 2 inches. 19. Note #9 indicates that landscaping will be maintained by a homeowners association. Please confirm there will be an HOA established. If this is the case, a draft of the HOA covenants will be required to be submitted prior to approval of the site plan or subdivision. If this is not correct, please remove the note. 20. All landscaped areas are required to be irrigated. Add the following note: "All landscaped areas to be served by a functioning automatic irrigation system with high efficiency sprinklers and automatic rain shut-off devices." ✓ 21. Remove note #1 – the Streetscape Design Manual will not apply because sidewalk is already in place. /22.lease identify the mulch material proposed to be located in the shrub bed—shredded wood, ood chip, bark, rock, rubber, etc. Elevations—Sheet A-301 3. Clarify what the circled letter labels represent—they are located on the garage doors and patio doors but do not correspond to the legend. 000J��� 24. The structure appears to exceed the maximum height restriction of 35 feet. This height is its measured from the average elevation of the finished grade of the building to the top of the g building for flat roofs. The drawings indicate that the height is not being measured from finished i. n (, ell ,r a/ WSP-15-02 / Benton Triplex grade, and using the elevation points that are provided, the height is just over 36 feet. In order to meet the 35 -foot height limitation, I would recommend redesigning the stairwell enclosure. If this is a shed roof that parallels the stairs, the height can be measured to the midpoint (not the highest point). See redline. 25. The cedar siding portion of the east elevation does not meet the material variation requirement of the code. A 1 -foot tall change in material for every 10 feet of wall height is required. Elevations—Sheet A-302 ✓ 26. Please show the privacy wall in the background of the west elevation (in a reduced line weight). 27. There appears to be an inconsistency between the colored rendering and blackline version of the south elevation. In the colored rendering, the taller portions of the building that include the stairwells are shown as a single are shown as dark stucco. The blackline version shows two materials but labels both as dark stucco. Please correct this inconsistency. In the final design, these elements need to consist of more than one material and meet the material variation 't requirement of Section 26-1106.C.4. This element is the tallest on the building and is facing a single family home, so enhanced articulation is important. Attached are the comments received from other City departments and outside agencies regarding your Site Plan application: Wheat Ridge Parks & Recreation Department: Fees in lieu of parkland dedication will be owed at the time of building permit issuance. Fees are $2, 497.29 per unit or $7,491.87 in total. Wheat Ridge Public Works: See attached comments from Dave Brossman dated April 14, 2015. The drainage letter and plan have been approved and are attached; there are no comments related to the site plan. Wheat Ridge Fire District: See attached comments and site planning guide from Kelly Brooks dated April 9, 2015. Xcel Energy: See attached comments from Donna George dated April 23, 2015. Wheat Ridge Sanitation District: See attached comments from Bill Willis dated April 10, 2015. Wheat Ridge Water District: No comments received. Please contact the district directly at 303-424- 2844 for information on existing infrastructure or requirements for development. Century Link: No comments received. Comcast Cable: No comments received. Wheat Ridge Building Division: No comments received. This concludes the summary of comments. Please address each of these comments by revising the Site Plan accordingly. For questions or clarification on any comments, please feel free to directly WSP-15-02 / Benton Triplex contact any of the Development Review committee members. The next submittal should include one (1) full size hard copies of the revised drawings, one digital copy of the revised drawings (in .pdf format), a digital (.pdf) colored version of the elevations, and a response to this letter. { Please note that a subdivision plat is required for construction of townhomes. As previously ± mentioned, building permits will not be issued until the plat is reviewed, approved, and recorded. V S Olarly to the site plan, this process can take at least a month. Sincerely, Aa fO� Lauren E. Mikulak, AICP Senior Planner cc: Case File Seun Phommatha WSP-15-02 / Benton Triplex 4 I City Of _:��Wheat Ridge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 291" Ave. April 14, 2015 Ms. Susan P. Mizuno, P.E. Arrow Civil Engineers, Inc. 2629 E. Geddes Avenue Centennial, CO 80122 303.329.9004 Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 Re: Third Review Comments of the Drainage Letter & Plan for the Triplex at 3775 Benton Street. Dear Ms. Mizuno, I have completed the third review of the above referenced Letter & Plan received on April 13, 2015, for the proposed Triplex Development at the property located at 3775 Benton Street, and I have the following comments: Drainage Letter: 1. All previous comments have been addressed; the Letter is hereby approved. Drainage Plan: I. All previous comments have been addressed; the Plan is hereby approved. ADDITIONAL: Construction Plans: Construction Plans signed and sealed by a Professional Engineer licensed in the State of Colorado, shall be required for all public improvements including but not limited to, drainage -related items such as detention/water quality facilities, stormwater pipe, inlets, drainageways or pans, drivecuts, curb & gutter, and sidewalk. Please note: a. Include all City standard details for all proposed constructed items (e.g., drivecut). b. These plans may be submitted prior to or they may be included with the Building Permit Application (BPA) plan set. c. Please be sure to provide an electronic file in PDF format for review by Public Works. d. If submitted separate from the BPA, include one (1) scanned copy and four (4) signed and sealed hardcopies for inclusion in the Building Permit plan sets. 2. Drainage Certification: Please note the following items required prior to the issuance of the first Certificate of Occupancy for the Subdivision: A Drainage Certification Letter from the Engineer -of -Record stating that all drainage related items were constructed per the approved civil engineering documents. The Certification Letter shall be accompanied by As -Built plans in both PDF and hardcopy format as required by the Municipal Code of Laws. wN i� xi.w heatridgexo.us Public Works Engineering April 14, 2015 Page 2 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. 4. 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 Benton 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. The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2864. Sincerely, IIV�IV l . LIVJJIIIVII, 1 .V.✓. City Surveyor/Development Review Engineer CC: Steve Nguyen. Engineering Manager Bill LaRow. Stormwater Program Manager File www.ci.N heatridge.co.us 3775 Benton St_Multi-Family_FDR_approval.ltr.docx WHEAT RIDGE FIRE PROTECTION DISTRICT DOING THE RIGHT THINGS AT THE RIGHT TIMES FOR THE RIGHT REASONS 3880 Upham Street Wheat Ridge, Colorado 80033 • ph.303.403.5900 • www.wrfire.org DIVISION OF FIRE PREVENTION April 9, 2015 Lauren Mikulak City of Wheat Ridge Community Development 7500 West 29th Ave Wheat Ridge, CO 80033 RE: Community Development Referral CASE No.: 3775 Benton Street - WSP-15-02 / Benton Triplex The Wheat Ridge Fire Protection District has reviewed the Community Development Referral and has the following comments regarding our ability to serve this property: • A Residential Site Planning Guide is attached and should be provided to the applicant. All requirements established in the Commercial Site Planning Guide, as well as the 2012 International Fire Code and IFC amendments adopted by the City of Wheat Ridge shall be met unless approved by the Division of Fire Prevention. It is the responsibility of the property owner/tenant to verify that all required Fire Department permits are acquired if required. Please feel free to contact me if there are any questions or concerns with respect to this review. Reviewed by, t C70�1 Kelly Brooks Fire Marshal Wheat Ridge Fire Protection District MARTIN/MARTIN CONSULTING ENGINEERS April 10, 2015 Lauren Mikulak City of Wheat Ridge Community Development 7500 West 291h Avenue Wheat Ridge CO 80033 Email: Imikulak@ci.wheatridge.co.us Re: WRSD — Benton Triplex — WSP-15-02 Martin/Martin, Inc Project No.: 17456.C.01 Dear Ms. Mikulak, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to the referenced referral dated April 9, 2015 concerning a request for approval for a Specific Development Plan regarding a triplex at 3775 Benton Street. Sanitary sewer service is available for the proposed triplex subject to the following conditions. The subject lot at the address referenced above is entirely within the boundary and service area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District (Metro). Existing Sanitary Sewer Main WRSD has an 8 -inch diameter sanitary sewer running south to north along Benton Street east of the proposed development. Note each unit will require a separate sanitary sewer service and connection to the District main. Regardless of the design connection point to the sanitary collection system, the Developer will be responsible for verifying the sanitary sewer main elevations/inverts to determine if the proposed site can be serviced via gravity mains or if a private lift station will be required. All costs associated are the responsibility of the developer/owner. Plans and Costs All costs involved — engineering, reviews, design, construction, observation and inspections — are the responsibility of the Owner/Developer. Please be aware that proper tap and development fees are required to be paid prior to connection to the District main. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection. Any tap, engineering review fees, district attorney fees, and managerial services are the responsibility of the owner/developer based on the then current fee rate structure. A copy of the District's rules and regulations are available upon request. Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Sue Matthews —District Manager MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM XcelEnergysm PUBLIC SERVICE COMPANY April 23, 2015 City of Wheat Ridge Community Development 7500 West 29th Avenue Wheat Ridge, CO 80033 Attn: Lauren Mikulak Re: Benton Triplex, Case # WSP-15-02 Right of Way & Permits 1123 West 3r° Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303. 571.3284 donna.l.george@xcelenergy.com Public Service Company of Colorado (PSCo) has reviewed the plans for Benton Triplex and has no apparent conflict. The property owner/developer/contractor must contact the Builder's Call Line at 1-800-628-2121 and complete the application process for any new gas or electric service, or modification to existing facilities. 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. If you have any questions about this referral response, please contact me at (303) 571- 3306. Donna George Contract Right of Way Referral Processor Public Service Company of Colorado ��Wh6at�ge LAND USE CASE PROCESSING APPLICATIOP Community Development Department 7500 West 291h Avenue * Wheat Ridge, CO 80033 • Phone (303) 235-, (Please print or type all information) Applicant Address Phone City State Zip Fax Owner G(AddressPhone City State CCS Zip Fax Contact_ Am 6Lain (Jietn-- Address Phone City State Zip Fax (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 %-,Titten communication to applicant and owner.) Location of request (address): 3 %-? S 3p0�A 4 - 5 -- Type of action requested (check one or more of the actions listed below which pertain to your request): Please refer to submittal checklists for complete application requirements; incomplete applications will not be accepted. O Change of zone or zone conditions O Special Use Permit O Subdivision: Minor (5 lots or less) O Consolidation Plat O Conditional Use Permit O Subdivision: Major (More than 5 lots) O Flood Plain Special Exception rASite Plan approval O Temporary Use, Building, Sign O Lot Line Adjustment Concept Plan approval O Variance/Waiver (froth Section ) O Planned Building Group O Right of Way Vacation C3 Other: Detailed description of request: Required information: Assessors Parcel Number: Size of Lot (acres or square footage): Current Zoning: Proposed Zoning: Current Use: Proposed Use: I cerir& that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in filing this application. l am acting with the knowledge and consent of those persons listed above, wilhoul whose consent the req uesled action cannot lartfdly be accomplished. Applicants other than owners must submit pot a from the owner which approved of this action on his behalf. Notarized Signature of Applicant State of Colorado _ _ _ County of 1p�'`C v$tA/�- } ss M KIM WAGGONER The foregoing instrument (Land Use Processing Application) as acknowledged NOTARY PUBLIC STATE OF COLORADO by met is day of 20 1)— by S --o) N&A" Ip 20134045W .,-Mission E)lree 07/19/20-17 Notary Public ►���VJ My commission expires�011 To be filled out ys aff: a Date received Fee S30 Receipt No. 00 (F ' Case No. S P- Comp Plan Design. Zoning Quarter Section M Related Case No. Pre -App Mtg. Date Case Manager . !,Nti . k , , 4k Case No. WSP1502 Date Received 4/8/2015 Related Cases Case Planner Mikulak Case DescriptiorSite Plan for a new triplex Admin A,oplI -a -t /fr/anw 6o" Name Anchen Wang Name Phone Address City State Zip ..__..___ _....... a nef /rrfafmafivn . Name Seun Phommalha Name Phone Address 11773 Gra St Y Cit Y Westminster - State CO Zip 80033• - Car, frcf /nh-nnafiafr Name Anchen Wang Name _.._..... _ , pie �.... Address .. _.__ City State Zip _ .......� ...__ _..._..__.._ .................._.............._. j f f' uyecf _.__..,.........__...._.._.....-... Address 3775 Street Benton St. City Wheat Ridge State CO Zip 80212 -� Location Description Project Name Parcel No Qtr Section District No Parcel No. 39.251.03-031 Qtr Section: 'NE25 I District No I 0 3925103031 NE25 _ .. ___............ Piemiews Pre -App Date 3/20/2014 Neighborhood Meeting Date App No: APP1415 Review Type Review Body Review Date Disposition Comments Report Review Admin nispaxifian Case Disposition F- Disposition Date Conditions of Approval Res # Ord 4 Cit of Yheat Ridge 84/0, 2@15 16:17 CDBB 3775 BENTON ST./SEUN PHOMATTA CDB811611 AMOUNT FMSD ZONING APPLICATION FEES 2.30.00 PAYMENT RECEIVED AMOUNT CHECK: 1052 AMOUNT TOTAL - - ---238_80 Notes Status Open Storage: Anchen Wang 2400 Meade St Denver CO 80211 anchen wang@yahoo.com Subject: 3775 Benton Street proposed development To whom this may concern: As authorized agent for the property owner and project architect, I am writing in request for the proposed development at 3775 Benton Street. The intent of this development is to use high quality design standards and building materials to create residences that will positively contribute to the growth happening along the 38`h Ave corridor in Wheat Ridge. The subject property, as recorded by the Jefferson County's Assessors Office has the parcel # 39-251-03 -031. The vacant lot is 6,580 sf (0.15 acres) and zoned MU -N. The proposed development is a multi -unit residential townhome (3 units). The proposed building footprint is 2,014 sf (31% of the lot space). The remaining open space will be landscaped in accordance with the city of Wheat Ridge landscape and site development standards. A drive -way will also be provided for access to garages. Please see provided plans for further detail. We appreciate your time in reviewing this proposal. Sincerely, Anchen Wang 402015 Subject: Authority to Act as Agent for Benton Project From: Seun Phommatha (seunph@gmail.com) To: Imikulak@cf.wheatridge.co.us: anchen_wang@yahoo.com: Cc: dphllc@gmail.com: Date: Monday, March 9, 2015 1:01 PM To: City of Wheat Ridge .Attention: Lauren Mikulak Print Authority to Act as Agent I _Scuff Phommatha and Dumindu Herath_ do hereby grant permission to _Anchen Wang_ to act as our agent in all aspects in order to obtain a building permit from the City of Wheat Ridge for property located at 3775 Benton St. Wheat Ridge. CO 80212_. This will allow our agent to answer any and all questions on our behalf and to sign any and all documents for us, however, we accept full responsibility to ensure that my project meets all zoning and building code compliance. Best Regards. Seun Phommatha & Dumindu Herath Owners https 3us-mg6.mail.yahoo.cam/r)ecAaunch7.rend=0r6ckutld53gv#33256848.58 1/1 REAL PROPFRTY TRANSFER DECLARATION - (TD -1000) GENERAL. INFORMATION Purpose: The Real Property Transfer Declaration provides essential information to the county assessor to help ensure fair and uniform assessments for all property, for property tax purposes. Refer to 39-14-102(4), Colorado Revised Statutes (C.R.S.). Requirements: All conveyance documents (deeds) Subiect to the documentary fee submitted to the county clerk and recorder for recordation must be accompanied by a Real Property Transfer Declaration. This declaration must be completed and signed by the grantor (seller) or grantee (buyer). Refer to 39-14-102(1)(a), C.R.S. Penalty for Noncompliance: Whenever a Real Property Transfer Declaration does not accompany the deed, the clerk and recorder notifies the county assessor who will send a notice to the buyer requesting that the declaration be returned within thirty days afler the notice is mailed. If the completed Real Property Transfer Declaration is not returned to the county assessor within the 30 days of notice, the assessor may impose a penalty of 525.00 or .025% (.00025) of the sale price, whichever is greater. This penalty may be imposed for any subsequent year that the buyer fails to submit the declaration until the property is sold. Refer to 39-14-102(1)(b), C.R.S. Confidentiality: The assessor is required to make the Real Property Transfer Declaration available for inspection to the buyer. However, it is only available to the seller if the seller filed the declaration. Information derived from the Real Property Transfer Declaration is available to any taxpayer or any agent of such taxpayer subject to confidentiality requirements as provided bylaw. Refer to 39-5-121.5, C.R.S and 39-13-102(5)(c), C.R.S. -------------------- 1. Address and/or legal description of the real property sold: Please do not use P.O. box numbers. West 38th Avenue and Benton Street. Wheat Ridge CO 80212 2. Type of property purchased: ❑ Single Family Residential ❑ Tow•nhome O Condominium O Niuld-Unit Res O Commercial ❑ Industrial ❑ Agricultural ❑ Mixed Use O Vacant Land ❑ Other 3. Date of closing: July 23 2012 Month Day Year Date of contract if different than date of closing: Month Day Year 4. Total sale price: Including all real and personal property. S 27.000.00 5. Was any personal property includedin the transaction? Personal property would include, but is not limited to, carpeting, draperies, free standing appliances, equipment, inventory, furniture. If the personal property is not listed, the en ' e purchase price will be assumed to be for the real property as per 39-13-102, C.R.S. ❑ YesAaVo If yes, approximate value S Describe 6. Did the total sale price include a trade or exchange of additional real or personal property? If yes, give the approxi ate value of the goods or services as of the date of closing. C1Yes o if yes, value S If yes, does this transaction involve a trade under IRS Code Section 1031? 7. Was 100% interest in the real property purchased? Mark "no" if only a partial interest is being purchased. A�es O No If no, interest purchased % 8. Is this a transaction among related parties? Indicate whether the buyer or seller are related. Related parties include er ns within the same family, business affiliates, or affiliated corporations. O Yes X3 O File No: 1 :92868 9. Check any of the following'that apply to the condition of the improvements at the time of purchase. ❑ New O Excellent ❑ Good ❑ Average O Fair O Poor ❑ Salvage. If the property is financed, please complete the following. 10. Total amount financed. S_ 11. Type of financing ❑ New ❑ assumed O Seller ❑ Third Party ❑ Combination; (Check all that apply) Explain n r� 12. Terms: ❑ Variable; Starting interest rate 0,6 ❑ Fixed; Interest rate °'o ❑ Length of time vears ❑ Balloon payment If yes, amount Due date 13. Please explain any special terms, seller concessions, or financing and any other information that would help the assessor understand the terms of sale. For properties other than residential (Residential is defined as: single fancily detached, townhomes, apartments and condominiums) please complete questions 14-16 if applicable. Otherwise, skip to #17 to complete. 14. Did the purchase price include a franchise or license fee? ❑ Yes �,L]'No If yes, franchise or license fee value S 15. Did the purchase price involve an installment land contract? O Yes �iVo If yes, date of contract 16. If this was a vacant land sale, was an on-site inspection of the property conducted by the buyer prior to the closing? c -Yes O No Remarks: Please include any additional information concerning the sale you may feel is important. 17. Signed this _7> day of 20 ; L- Enter the day, month, and year, have at least one of the parties to the transaction sign the document, and include ani nd a daytime phone number. Please designate buyer or seller. Signature o ee (Buver,),Z or Grantor (Seller) 1S. All future correspondence (tax bills, property valuations, etc.) regarding this property should be mailed to: Address (mailing)� Daytime Phone Citv. State and Zip Code Or de No 1492868 Rev. 5/2014 Oily of, W heat ic�ge COMMUNITY DEVELOPMENT Submittal Checklist: Site Plan Project Name: Phommatha Triplex Project Location: 3775 Benton Street Application Contents: The site plan is used to confirm that new development, redevelopment, or significant fagade improvements meet all applicable zoning or design standards. The following items represent a complete site plan application. 'alA'-f. Completed, notarized land use application form 2. Application fee Signed submittal checklist (this document) Proof of ownership—e.g. deed ]��KWritten authorization from property owner(s) if an agent acts on behalf of the owner(s) Written request and description of the proposal Plan set—including site plan, landscape plan, building elevations, streetscape plan, photometric , o (2) full size paper copies (24" x 36") �ne (1) reduced size paper copy (11" x 17") A8. One (1) color reduction of building elevations 29. Civil documents, if required 0. Electronic (Adobe .pdf) files of all submittal documents—these may be provided via email, CD, DVD, or USB flash drive Form and content of Plan Set: Site Plan Note: Depending on the size of the site, Project information it may be necessary to provide one Title of document—centered at top of page overall site plan and additional pages to show the location of all buildings, Vicinity map =--3�Scale and north arrow—scale not to exceed 1 "=100' fences, signs, parking, etc. )ate of plan preparation and name/address of who prepared the plan ✓5' Legal description =,-6' Appropriate signature blocks—see cover sheet handout 5-4zr y _1,�7- Signed surveyor's certification +/ 4mLL . Case history with applicable land use case numbers _Statement of proposed uses and compliance with zoning Site data in tabular form (numeric and percentage), including the following: notal area of property, gross and net uilding coverage Amount of open space required and provided—include breakdown of usable open space, hardscaped open space, and landscaped open space /d. Number of parking spaces required and provided Gross floor area by use Number of residential units and density -1A--I-T. Justification of provided parking ratio, especially where shared parking is proposed Community Development Department • (303) 235-2846 - www.ci.wheatridge.co.us Sample Site Data Table [more or less information may be required depending on the development proposal] Total area[acres/sq ftgross Gcres/sc ft net Lot #[acres/sq ft Lot # [acresisa ft Floor area by use Use sq ft Use so ft Graphs&l information ,-I?.. egend �roperty lines and dimensions djoining property lines, buildings, access, and parking 15. Location of improvements that are proposed and those that are existing and will remain: ✓ra Buildings—identify floor area, setback dimensions, proposed land use �,✓tf �P�rkiny and loading areas—identify handicap parking open space/landscaping—identify size (sq ft) and type (eg living, sod, hardscape) gid- Fences, walls, or hedges—identify height and material _�xterior lighting Signs—identify type and height M%A-Zj. Trash containers or storage area—identify height and material of screen walls Areas for outside storage/display—identify height and material of screen walls �16. Easements, utilities, or other encumbrances that may impact development =17. Drainage ways, pond areas, ditches, irrigation canals, lakes and streams—if applicable Streets and rights-of-way both adjacent and within the site—include names, widths, location of centerlines qZ1 9. 100 -year floodplain—if applicable Land ape Plan Title of document (centered at top of page) Scale and north arrow (scale not to exceed 1"=100') le4'� egend Property lines and dimensions oposed buildings and parking areas Proposed open space/landscape areas—identify dimensions/square footage Proposed materials for all landscape and hardscape areas—identify type of ground cover, pavers, and plant material Required Pro osed Buildin covers e % max / sa ft max %/S ft O ens ace/landsca in % min / sq ft min %/s ft Useable % min / s ftmin %/s ft Sod % max / sq ft max % / so ft Hardsca e % max / sq ft max % / sCl ft Parkin Standard # # Accessible # # Bicycle # # Graphs&l information ,-I?.. egend �roperty lines and dimensions djoining property lines, buildings, access, and parking 15. Location of improvements that are proposed and those that are existing and will remain: ✓ra Buildings—identify floor area, setback dimensions, proposed land use �,✓tf �P�rkiny and loading areas—identify handicap parking open space/landscaping—identify size (sq ft) and type (eg living, sod, hardscape) gid- Fences, walls, or hedges—identify height and material _�xterior lighting Signs—identify type and height M%A-Zj. Trash containers or storage area—identify height and material of screen walls Areas for outside storage/display—identify height and material of screen walls �16. Easements, utilities, or other encumbrances that may impact development =17. Drainage ways, pond areas, ditches, irrigation canals, lakes and streams—if applicable Streets and rights-of-way both adjacent and within the site—include names, widths, location of centerlines qZ1 9. 100 -year floodplain—if applicable Land ape Plan Title of document (centered at top of page) Scale and north arrow (scale not to exceed 1"=100') le4'� egend Property lines and dimensions oposed buildings and parking areas Proposed open space/landscape areas—identify dimensions/square footage Proposed materials for all landscape and hardscape areas—identify type of ground cover, pavers, and plant material ZSched.0 of proposed plantings, including: 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 ecies name—common and botanical c. uantity of each species ize of plants/trees—gallon size of container, caliper or height of trees vts. Type of ground cover 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 Proposed Open sace/landsca in % min / sq ft min % / sq ft Useable % min / sq ft min % / sq ft Sod %max/s ftmax %/s ft Hardsca e % max / sq ft max % / sq ft On-site trees # Fa adeA # %max /s On-site shrubs # ft # Street trees # % / sq # Trees Qty Botanical Name Common Name Ground floor transpa Shrubs Qty Botanical Name Common Name ft min % / s�ft� Fa ade B Street Trees Qty Botanical Name Common Name Secondary material EIFS/CMU/metal panels/siding.. Buildirpg Elevations Title of document (centered at top of page) 1__)__�Cetailed elevations for each fagade o�� Detailed elevations for accessory structures �_44. detailed elevations for trash enclosures/screen walls aterial and color information Structure dimensions—overall building height, overall building width, floor -to -floor heights p,�. Summary table of materials and transparency by fapade—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] Required Pro osed Ground floor transpa Fa ade A % min / s ft min % / s�ft� Fa ade B % min / s ft min % / s Secondary material EIFS/CMU/metal panels/siding.. Fa adeA %max /s ft max % sq ft Fa ade B _ % max / sq ft max % / sq ft Streetsca a+t----�� ay 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 Design Manual for streetscape design requirements. 1. Title of document (centered at top of page) 2. Scale and north arrow (scale not to exceed 1 "= 100') 3. Location of all existing and proposed streetscape elements/furnishings, including: a. Sidewalk and amenity zones—location, dimensions, materials b. Street trees—identify spacing dimensions c. Street lights d. Pedestrian lights _e. Street furniture—benches, trash cans, etc _f. Bus stops _g. Signs h. Irrigation system i. Utilities and utility boxes I. Curbs and ADA ramps 4. Schedule of proposed plantings, including: _a. Species name—common and botanical _b. Quantity of each species c. Size of plants/trees--gallon size of container, caliper or height of trees _d. Type of ground cover _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 PhOWMOric 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 4. A fixture schedule that includes all luminaries shown on the plan and specs for each fixture: a. Manufacturer and model a. Fixture type and wattage _b. Mounting height of all fixtures 5. Cut sheets showing the design and finishes of all fixtures, including designation of cutoff fixtures Si Te PL_- +- �— t7 . 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 X 2. Drainage report _3. Soils report _4. Erosion control plan 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 be made atter the second (2"d) full review, I will be subject to the applicable resubmittal fee. Signature: Date: Name (please print): Phone: FOUND 05 REBAR W/ 1.5" DIA. YELLOW PLASTIC CAP NO. ILL., 1.20' EAST & 0.76' SOUTH OF CALC. COR. (NOT ACCEPTED AS PROP. COR.) U W Of Q U-) FOUND N5 REBAR W/ 1.5" DIA. YELLOW PLASTIC CAP NO. ILL., 0.99' EAST & - 0.15' SOUTH OF CALC. COR. (NOT ACCEPTED AS PROP. COR.) W BOUNDARY, IMPROVEMENT AND TOPOGRAPHIC SURVEY PARCEL LOCATED IN THE NE1/4 OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. #3775 BENTON STREET WEST 38TH AVENUE 70' ROW FOUND PK NAIL & 1.5" DIA. DISK, NO. ILL NW CORNER, LOT 1, CADENCE SUBDIVISION AMENDMENT NO. 1 LOT 1 6' VERT. CURB & GUTTER FOUND N5 REBAR W/ 1 5" DIA. RED PLASTIC CAP ASPHALT PARKING ' STAMPED PLS 27269 t34 1' A.M.34 i Y y�►,iy��- Mq5• 8' 6" 77'51'11"• 5' UTIUTY EASEMENT PER I u RECEPT. NO. 91033815- - — - �45r ._ &PLAT�' - — PL -BOW C 45 FOUND /5 REBAR W/ 0 LOT - - ' F lrRSIM-NV. \ _2----- 1.5' DIA. ORANGE PLASTIC CAP 377-5- BENTON STREET NO. ILL. 0.88' EAST & �, 160 (VACANT) 0.30' SOUTH OF CALC. COR. (NOT ACCEPTED AS PROP, COR.) 2 � 5' UTILITY EASEMENT 9011'33"' BOOK 419 PAGE- PER 192'23'25" TW-h-PLAT�- I*-- -.,=-�- . ��-�1- g. 1• — —1eyr 1A F to DO m Ipr" o.3't 125.00' A.M. '= & REC. "150 0.3' 3' TO 5' VINYL FENCE 2 0.3't SOUTH OF FOUND /5 REBAR W/ PROP. UNE 1.5" DIA. ORANG PLASTIC CAP N0, ILL., 0.87EAST &� 0.42' SOUTH OF CALC. COR. (NOT ACCEPTED AS PROP. COR.) GRAPHIC SCALE - 20' 0• t0' 20' ap' ( IN FEET j I inch = 20 ft. LEGEND SET #5 REBAR, 18" LONG, W/1.25" DIA. ORANGE PLASTIC CAP STAMPED P.E. & L.S. #9489 FOUND MONUMENT AS NOTED = FIELD ANGLE A.M. - AS MEASURED IN FIELD REC. - DEED OR PLAT DISTANCE FL - FLOW LINE PL - PROPERTY LINE FF - FINISHED FLOOR BOW- BACK OF WALK +a9#*EXIST. SPOT ELEVATION POWER POLE LIGHT POLE I Iti I u 1 y3 I I 'c�v 3 8" S N. SEWER p� S� - . ' F lrRSIM-NV. AN MH 5422.6♦ _ ' j7 IN�5416.56 w O INV. OUT -5416.46 .� H 2 3y Pw" 6' VERT. CURB, CUTTER & 4.5' ATT. WALK N 3 N rn 'U' WATER METER-ss--owss —ss - EXIST SANITARY SEWER MAIN N WATER VALVE — — — — EASEMENT TEST HOLE CONTOUR CONCRETE AREA COVERED AREA DECIDUOUS TREE WITH 6' TRUNK DIA. IN INCHES PROPERTY LINE -- — — — LOT LINE ---m a -DH — OVERHEAD UTILITY LINE EXIST. CHAIN LINK FENCE —e —� --a - EXIST. WOOD FENCE —c+s—c•s— EXIST. GAS MAIN LEGAL DESCRIPTION LOT 2, CADENCE SUBDIVISION AMENDMENT NO. 1, COUNTY OF JEFFERSON, STATE OF COLORADO. CERTIFICATE OF SURVEY: I HEREBY CERTIFY THAT ON JUNE 13, 2014, A SURVEY WAS MADE OF THE ABOVE DESCRIBED PROPERTY UNDER MY DIRECT SUPERVISION AND THE CORNERS WERE SET AS SHOWN, HOLDING FOUND POINTS AND PLAT DISTANCES WHEREVER POSSIBLE. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE PARCEL ON THIS DATE, JUNE 13, 2014, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES EXCEPT AS INDICATED, AND THAT THERE IS NO EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. MICHAEL S. CHESSNOE, P.E. Sc P.L.S. 1. NOTICE ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 2. MONUMENT DEFACING STATEMENT ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508, C.R.S. 3. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAY OR TITLE OF RECORD, CHESSNOE AND ASSOCIATES RELIED UPON RECORDED PLAT, THE CITY ASSESSOR'S RECORDS AND INFORMATION SUPPLIED BY CLIENT. 4. P.E. & L.S. SEAL, DEPICTED HEREON, VALID ONLY WITH WET SIGNATURE AND DATE WRITTEN THROUGH IT. 5. UTILITIES SHOWN HEREON ARE DRAWN FROM FIELD TIES AND THE BEST INFORMATION AVAILABLE FROM THE UTILITY COMPANIES. THIS INFORMATION IS FOR GENERAL USE ONLY AND NOT TO BE USED FOR EXCAVATION PURPOSES. CONTRACTOR TO FIELD LOCATE & VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION WORK IN AREA SET FORTH ON THIS DRAWING. 6. ALL DISTANCES SET FORTH ON THIS SURVEY ARE IN FEET AND HUNDREDTHS OF A FOOT. 7. BENCHMARK: CITY OF WHEATRIDGE BM#15901, (CITY AND COUNTY OF DENVER BM #111) LOCATED AT THE INTERSECTION OF WEST 38TH AVENUE AND SHERIDAN BOULEVARD, CCD BRASS CAP AT THE SE CORNER, TOP OF CURB, 5.5' SOUTH OF SOUTH PC, N=705845.10 E=126373.93, ELEVATION = 5421.39 (NAVD 1988 DATUM). PROJECT BENCHMARK: TOP OF A NO. 5 REBAR WITH A 1.5" DIA. RED PLASTIC CAP STAMPED PLS 27269 AT THE NORTHEAST PROPERTY CORNER, ELEVATION = 5423.64 (NAVD 1988 DATUM). COUNTY SURVEYOR'S CERTIFICATE: DEPOSITED THIS -- AY OF_—__----___ 20__, AT—_ M. IN BOOK-_-_--- OF THE COUNTY SURVEYOR'S LAND SURVEY PLATS/RIGHT-OF-WAY SURVEYS AT PAGE__ RECEPTION NUMBER ___--___ CALL UNCC m mr-4 mn BEFORE YOU DIG 800-922-1987 Q REVISED 3-18-15, BENCHMARKS, ELEVATIONS AND CONTOURS 10.00' A.M. & REC. z v < vl I- w F• � � � w O 2 � 19 2 n h �^ �`+ 00 m F to DO m Ipr" y 1n SAN MH RIM -5431.58 INV. IN -5423.32 INV. OUT -5423.30 'U' WATER METER-ss--owss —ss - EXIST SANITARY SEWER MAIN N WATER VALVE — — — — EASEMENT TEST HOLE CONTOUR CONCRETE AREA COVERED AREA DECIDUOUS TREE WITH 6' TRUNK DIA. IN INCHES PROPERTY LINE -- — — — LOT LINE ---m a -DH — OVERHEAD UTILITY LINE EXIST. CHAIN LINK FENCE —e —� --a - EXIST. WOOD FENCE —c+s—c•s— EXIST. GAS MAIN LEGAL DESCRIPTION LOT 2, CADENCE SUBDIVISION AMENDMENT NO. 1, COUNTY OF JEFFERSON, STATE OF COLORADO. CERTIFICATE OF SURVEY: I HEREBY CERTIFY THAT ON JUNE 13, 2014, A SURVEY WAS MADE OF THE ABOVE DESCRIBED PROPERTY UNDER MY DIRECT SUPERVISION AND THE CORNERS WERE SET AS SHOWN, HOLDING FOUND POINTS AND PLAT DISTANCES WHEREVER POSSIBLE. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE PARCEL ON THIS DATE, JUNE 13, 2014, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES EXCEPT AS INDICATED, AND THAT THERE IS NO EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. MICHAEL S. CHESSNOE, P.E. Sc P.L.S. 1. NOTICE ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 2. MONUMENT DEFACING STATEMENT ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508, C.R.S. 3. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAY OR TITLE OF RECORD, CHESSNOE AND ASSOCIATES RELIED UPON RECORDED PLAT, THE CITY ASSESSOR'S RECORDS AND INFORMATION SUPPLIED BY CLIENT. 4. P.E. & L.S. SEAL, DEPICTED HEREON, VALID ONLY WITH WET SIGNATURE AND DATE WRITTEN THROUGH IT. 5. UTILITIES SHOWN HEREON ARE DRAWN FROM FIELD TIES AND THE BEST INFORMATION AVAILABLE FROM THE UTILITY COMPANIES. THIS INFORMATION IS FOR GENERAL USE ONLY AND NOT TO BE USED FOR EXCAVATION PURPOSES. CONTRACTOR TO FIELD LOCATE & VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION WORK IN AREA SET FORTH ON THIS DRAWING. 6. ALL DISTANCES SET FORTH ON THIS SURVEY ARE IN FEET AND HUNDREDTHS OF A FOOT. 7. BENCHMARK: CITY OF WHEATRIDGE BM#15901, (CITY AND COUNTY OF DENVER BM #111) LOCATED AT THE INTERSECTION OF WEST 38TH AVENUE AND SHERIDAN BOULEVARD, CCD BRASS CAP AT THE SE CORNER, TOP OF CURB, 5.5' SOUTH OF SOUTH PC, N=705845.10 E=126373.93, ELEVATION = 5421.39 (NAVD 1988 DATUM). PROJECT BENCHMARK: TOP OF A NO. 5 REBAR WITH A 1.5" DIA. RED PLASTIC CAP STAMPED PLS 27269 AT THE NORTHEAST PROPERTY CORNER, ELEVATION = 5423.64 (NAVD 1988 DATUM). COUNTY SURVEYOR'S CERTIFICATE: DEPOSITED THIS -- AY OF_—__----___ 20__, AT—_ M. IN BOOK-_-_--- OF THE COUNTY SURVEYOR'S LAND SURVEY PLATS/RIGHT-OF-WAY SURVEYS AT PAGE__ RECEPTION NUMBER ___--___ CALL UNCC m mr-4 mn BEFORE YOU DIG 800-922-1987 Q REVISED 3-18-15, BENCHMARKS, ELEVATIONS AND CONTOURS UNCONTROLLED BASIN 81=0.05 AC V) 24 ASPHALT PAVING (typ) PICP (typ) 1 +23.64 134,01' A.M. & REC. 24 30 24 a❑oa0o',oa0vvo0ovaoo',o0oo0vvavoo0vo0',oaov0vv',o0000vovovv0',ovov0000000a',ao',000ao0000000000aaoa000avoovoaovoa00oao0v0vao0oo',ovvoa00aao❑aovao 0',vo 000 o000',000 ov" 0o0vov0000 ',0 ❑oov0',aoa00',',Onnn�nn,, .... �.. .. .... .. .. ........ 79,F 10 CONTROLLED BASIN Al -0,D9 AC FF -25.70 ) FF=25 70 095% CONCRETE WALK (typ) DEVELOPED BASIN (tw' 125.00' *,M. & REC. 1 UNCONTROLLED - BASIN 820.01 AC 10.00' A.M. & REC. w - BASIN w V) p� •- z3 .; N wo O m u7 FF -25,61 ROOF LINE 25.0 25,11 2.08f� 24.50 25.10+ 24.87 0.75% - 24.62 D.95% UNCONTROLLED - BASIN 820.01 AC 10.00' A.M. & REC. w w V) z3 G 6 wo m u7 ' A O U Z LOL 1� VJ Z :o W R /■ o -11--aL m J 1 NOTES: co 1, ALL ELEVATIONS ARE FLOWLINE ELEVATIONS UNLESS OTHERWISE NOTED. 2. ONSITE STORM SEWER WILL BE PRIVATELY OWNED AND MAINTAINED, 3, EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE ONLY. ARROW CIVIL ENGINEERS ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION (HORIZONTAL OR VERTICAL) OF THE EXISTING UTILITIES, UTILITY SIZE AND LOCATION SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4, COLORADO LAW REWIRES ANYONE DIGGING, GRADING OR EXCAVATING TO OBTAIN A FIELD LOCATE OF ALL BURIED UTILITIES PRIOR TO CONSTRUCTION. 5. ROOF DRAINAGE OUTFALLS WILL BE SIZED BY OTHERS AND ARE SHOWN FOR INFORMATION ONLY. BENCHMARK: 1. CITY AND COUNTY OF DENVER BM 0111, LOCATED AT THE INTERSECTION OF WEST 38TH AVENUE AND SHERIDAN BOULEVARD, CCO BRASS CAP AT THE SE CORNER, TOP OF CURB, 5.5' SOUTH OF SOUTH PC, ELEVATION RROW 5421.06 (NAVD 1988 DATUM). /'SIV/� err 2. PROJECT BENCHMARK: TOP OF A NO. 5 REBAR WITH A 1.5• DIA. RED PLASTIC CAP STAMPED PLS 27269 AT THE NORTHEAST PROPERTY CORNER, ELEVATION . 5423.31 (NAVO 1988 DATUM). L NGINEERS 3. FIELD SURVEY PROVIDED BY CHESSNOW AND ASSOCIATES. 2629 E. GEDDES AVE. CENTENNIAL, CO 80122 (303)329-9004 DRAINAGE PLAN JOB NO.: 14-24114 DATE: 11-13-14 50 CM (19.7") ENLARGEMENT NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCH[TECT OR LANDSCAPE DESIGNER. NOT TO SCALE Invisible Structures,lnc. GPDET.DWG SPECIFICATIONS UNIT SIZE - 50 CM X 50 CM X 2.5 CM (20" X 20" X 1 ") AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 510 GRAMS (18 OZ.) OR 2.0 KG (4.5 POUNDS) STRENGTH - 402 KG/CM x(5720 PSI) COLOR - BLACK (STANDARD) RESIN - HDPE (WITH SOME POST -CONSUMER RECYCLED CONTENT) PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES SEE ENLARGEMENT BELOW HYDROGROW MIX BELOW RING SUPPLIED FREE BY MANUFACTURER RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) COMPACTED SANDY GRAVEL ROAD BASE g = 95% MODIFIED PROCTOR DENSITY 9 W_ - 6 INCHES TO 12 INCHES !� (DEPTH OF BASE COURSE TO BE DETERMINED BY ON-SITE ENGINEER) COMPACTED SUBGRADE, SECTION TOP OF GRASS ROOT MASS 6 MM (1 /4") ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS ROOT MASS TO FILL GRASSPAVE2 COMPACTED SANDY GRAVEL BASE COURSE TYPICAL GRASSPAVE2 DETAIL CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES 1600 Jackson St., Ste. 310 GOLDEN, COLORADO 80401 800-233-1510 OR 303-233-8383 FAX: 800-233-1522 OR 303-233-8282 www.invisiblestructures.com rev. 10/05 Ti. bebo,e- waL a r9NNY A9IN4) 11w.d. do web, �rM prep" M90y tboEeS h— .11 tlO., - PrwAh 1.waO— OeONo6oeM C6i"id"; E iwetl wgIbyl-If dNsStlPlrUw=a.AYewA*wOweDlErrlewlyy. drqAA�M.P.MtoMre l V1MNo P19rty rfpl4e m.Y oM+rhw wd e[rI°4 plan -A b W. Pe.wa. d Seine 25-121 de. Vfh mi Ri1Sp. Ce°e d I: P..1,w,+. a ow+lle) r epr,Y.l e+w.il Wel Sire or Cotmtlo 1 u Cou+Y a.Iceaaon I TI. b.p b ne►v°w4 vtl as n w&.epe° bane me VW _wyd .AD. 210by 1A h_egt_wwwo1fcw .eel HT1'cammsaaneryew CRY CERTWICATION App .d M° _ Cry d by tM Cey of Wbea Rope ATTEST Com Ny Dbpnw,t O,,wcor ' � A e[M eeoacett ue[ yoid o ,r-++/.• Cee. " � s,w.c*wAE i s __i. uo".r. v,soa 2Ti2 ��11[W sp P ADJACENT LOT L (R-3) I ADJACENT LOT - ZONED C-1 Soa GENERAL NOTES CG +%d 1. 2 NI OIEN61O16 ARE TDF OF rnn_ Lw Fif )Dim REFER TOSPECISPECIFICATIONSIOATFDR WTDd1LS, PRODUCES MO INSTALLATIONREIAWEUENIS 11. PMMIE FINE REIARDNT HDCJOALG AT ALL •S INDICATED TO ROOM WALL -MNG EOFIEIR, FURNISHINGS. OR iD(NNS. NS 1& Rau TO FLOOR PIAFOR PARTITION TYPE PwmRS AND PARTITIONS ))RISC H MPWITH3. COMPLY H ALL LOCAL STATE AND FEDBML ('DOES, LAWS AND REGULATIONS. 111°° ..L u -r 4. u e 13 CONTRACTORS ARE RESPONSIBLE FOR COOAOINTNG WTI( rM OTHER TRADES, MERETQt AND SNEETo DOCUMENTS. 342 SF/ 35X CRAFTSMAXSHP. w>I - Pdome,cnw.i 5. DE GENERALMONIS TOR SOLELY N.lTHONSHE FOR NE SAFETY RECLIAlIONS, PROGRAMS d i.ucnwr 21. ALL DOPOSED PIPING AND CONDUIT SHALL BE PAINTED TO MATCH AO AGEHT SURFACE. SEE ARCHTECT FOR 6. ELATED L DO NOT S MATED 70 ALL WO18K ON 1H5 PRpiLT. W NOT SCALL IIRAWNGS FRC MALICE THE PENETRATION N NEAT MO OfODEY FASHION THE RESPO SME CONTRACTOR Iu ALSO SPEW COOP 7. ALL TEM WON ro ff PISTAN LEVEE AND SQIYYE, EX AS NOTED PER 22 fOOlOSED $IIEICFS Oft EDY)SFD, AFFFIb ro EVDT SURFACE O AN OBIECf THAT CORD BE VSBIF AT NK ANGLE. 8. REFER 1D THIS SKIT FORS BETNES 1S S AND SYMBOLS, 15 PRIOR TO SAW CUTTING OR DRILRG, LOCATE ALL STEEL BAR NIEONCNG N MOM FLOOR STRUCTURE NO AMUS) OR OFFSET LOCATION OF WASTE LIFE OR ODER SEANCE PENETRATION TO AAV❑ CUEING 23. DO MDT DM NT CODUF EXCEPT As 000RmTED PATH ARCHITECT. i EPRESEDARD ALL N ONLY. SP ATH E (ALLY. FDR SPECIFIC DETAILS. REFER ro WALL ffCT1O11 ND FOR EY "FORCING. MODIFY ADETECT IwFDN1ElY O ANY (XIIEl1Cr wTM PIAN LAYOUT. v15eA w+.. + Q�� 1011°1 fDleoll .. - .... —11 l� V•1 UP opF �. c . 1 11 DOCUMENTS. INCLUDING MASSES NO SPECIFICATIONS TO THE SBEHMTE ATIDTDN OF THE ARCHITECT FOR a earl- . LaG'�{�7'y �.pwa.°c'Mcwarxm wte)� #"L pcww�o roR �{' i � C {��� � nM"+N •'� ��[r''.MrFN� �w1n ee:a �!.)-'�' (� I E� P ADJACENT LOT - ZONED R-3 SITE PLAN SCALE 1/8"=l' -O" 2+4+ 8' 16+ GENERAL NOTES CG CORNER GUAR 1. 2 NI OIEN61O16 ARE TDF OF rnn_ Lw Fif )Dim REFER TOSPECISPECIFICATIONSIOATFDR WTDd1LS, PRODUCES MO INSTALLATIONREIAWEUENIS 11. PMMIE FINE REIARDNT HDCJOALG AT ALL •S INDICATED TO ROOM WALL -MNG EOFIEIR, FURNISHINGS. OR iD(NNS. NS 1& Rau TO FLOOR PIAFOR PARTITION TYPE PwmRS AND PARTITIONS ))RISC H MPWITH3. COMPLY H ALL LOCAL STATE AND FEDBML ('DOES, LAWS AND REGULATIONS. 12 VERIFY ROUOI-N MUMS 07 ALL EGAPMENT SDH INMIFACTUEA 19. NOTFY ARCHITECT IMMEDIATELY SHOT D ANY CONDITIONS BE FOUND OONTRIDICM TO CONSTRUCTION 4. THE GE ERAL CONTRACTOR IS RSPOl6$E FOR ALL YQEIKS, Comsn 1CIION METHODS AND 13 CONTRACTORS ARE RESPONSIBLE FOR COOAOINTNG WTI( rM OTHER TRADES, MERETQt AND SNEETo DOCUMENTS. 342 SF/ 35X CRAFTSMAXSHP. w>I - 20. MECHANICAL NO ELECTRICAL NESS WY OCCUR BMCH ARE IDT SIM ON REFLECTED (NTNG PtAG 5. DE GENERALMONIS TOR SOLELY N.lTHONSHE FOR NE SAFETY RECLIAlIONS, PROGRAMS d 14. *0 A�XYLL FLOOR OR CUM PENETRATION IS REOIDED, THE CONTRACTOR RERVN$F FOR THE WORK 21. ALL DOPOSED PIPING AND CONDUIT SHALL BE PAINTED TO MATCH AO AGEHT SURFACE. SEE ARCHTECT FOR 6. ELATED L DO NOT S MATED 70 ALL WO18K ON 1H5 PRpiLT. W NOT SCALL IIRAWNGS FRC MALICE THE PENETRATION N NEAT MO OfODEY FASHION THE RESPO SME CONTRACTOR Iu ALSO SPEW COOP 7. ALL TEM WON ro ff PISTAN LEVEE AND SQIYYE, EX AS NOTED PER 22 fOOlOSED $IIEICFS Oft EDY)SFD, AFFFIb ro EVDT SURFACE O AN OBIECf THAT CORD BE VSBIF AT NK ANGLE. 8. REFER 1D THIS SKIT FORS BETNES 1S S AND SYMBOLS, 15 PRIOR TO SAW CUTTING OR DRILRG, LOCATE ALL STEEL BAR NIEONCNG N MOM FLOOR STRUCTURE NO AMUS) OR OFFSET LOCATION OF WASTE LIFE OR ODER SEANCE PENETRATION TO AAV❑ CUEING 23. DO MDT DM NT CODUF EXCEPT As 000RmTED PATH ARCHITECT. i EPRESEDARD ALL N ONLY. SP ATH E (ALLY. FDR SPECIFIC DETAILS. REFER ro WALL ffCT1O11 ND FOR EY "FORCING. MODIFY ADETECT IwFDN1ElY O ANY (XIIEl1Cr wTM PIAN LAYOUT. VIM COPOSITE RE 10. ILS AS T ARE FE ED TO DETAILS AS THEY ARE NTFAOiCED 70 ODER SHEETS THE CONTRACTOR IS Pi4g1®LE TO SSD OISCREPANCES OR CONFLICTS BETWEEN VARIOUS CONSSOMM Lm__ CAST N PLACE 1 11 DOCUMENTS. INCLUDING MASSES NO SPECIFICATIONS TO THE SBEHMTE ATIDTDN OF THE ARCHITECT FOR N 11 11 W NSOITION. DO NOT ASSUME CORRECTNESS OF ONE DOCUMENT me THE DIEM rL �& OFVE ER"wMal— REO/RD FOR A COMPLETE NSTAlAT91. THE NREM 6 TO INDICATE THE GENERAL SCOPE OF THE 11 - earl- . LaG'�{�7'y �.pwa.°c'Mcwarxm wte)� #"L pcww�o roR �{' i � C {��� � nM"+N •'� ��[r''.MrFN� �w1n ee:a �!.)-'�' (� I E� P ADJACENT LOT - ZONED R-3 SITE PLAN SCALE 1/8"=l' -O" 2+4+ 8' 16+ .Tmirll1. Ij7,i`:P M GENERAL NOTES CG CORNER GUAR 1. 2 NI OIEN61O16 ARE TDF OF rnn_ Lw Fif )Dim REFER TOSPECISPECIFICATIONSIOATFDR WTDd1LS, PRODUCES MO INSTALLATIONREIAWEUENIS 11. PMMIE FINE REIARDNT HDCJOALG AT ALL •S INDICATED TO ROOM WALL -MNG EOFIEIR, FURNISHINGS. OR iD(NNS. NS 1& Rau TO FLOOR PIAFOR PARTITION TYPE PwmRS AND PARTITIONS ))RISC H MPWITH3. COMPLY H ALL LOCAL STATE AND FEDBML ('DOES, LAWS AND REGULATIONS. 12 VERIFY ROUOI-N MUMS 07 ALL EGAPMENT SDH INMIFACTUEA 19. NOTFY ARCHITECT IMMEDIATELY SHOT D ANY CONDITIONS BE FOUND OONTRIDICM TO CONSTRUCTION 4. THE GE ERAL CONTRACTOR IS RSPOl6$E FOR ALL YQEIKS, Comsn 1CIION METHODS AND 13 CONTRACTORS ARE RESPONSIBLE FOR COOAOINTNG WTI( rM OTHER TRADES, MERETQt AND SNEETo DOCUMENTS. 342 SF/ 35X CRAFTSMAXSHP. SOD• TREES, SHRUB AREA) 20. MECHANICAL NO ELECTRICAL NESS WY OCCUR BMCH ARE IDT SIM ON REFLECTED (NTNG PtAG 5. DE GENERALMONIS TOR SOLELY N.lTHONSHE FOR NE SAFETY RECLIAlIONS, PROGRAMS d 14. *0 A�XYLL FLOOR OR CUM PENETRATION IS REOIDED, THE CONTRACTOR RERVN$F FOR THE WORK 21. ALL DOPOSED PIPING AND CONDUIT SHALL BE PAINTED TO MATCH AO AGEHT SURFACE. SEE ARCHTECT FOR 6. ELATED L DO NOT S MATED 70 ALL WO18K ON 1H5 PRpiLT. W NOT SCALL IIRAWNGS FRC MALICE THE PENETRATION N NEAT MO OfODEY FASHION THE RESPO SME CONTRACTOR Iu ALSO SPEW COOP 7. ALL TEM WON ro ff PISTAN LEVEE AND SQIYYE, EX AS NOTED PACH, REPAIR AND PANT THE AREA TO MATCH AAYCENT FINISHES, 22 fOOlOSED $IIEICFS Oft EDY)SFD, AFFFIb ro EVDT SURFACE O AN OBIECf THAT CORD BE VSBIF AT NK ANGLE. 8. REFER 1D THIS SKIT FORS BETNES 1S S AND SYMBOLS, 15 PRIOR TO SAW CUTTING OR DRILRG, LOCATE ALL STEEL BAR NIEONCNG N MOM FLOOR STRUCTURE NO AMUS) OR OFFSET LOCATION OF WASTE LIFE OR ODER SEANCE PENETRATION TO AAV❑ CUEING 23. DO MDT DM NT CODUF EXCEPT As 000RmTED PATH ARCHITECT. 9. EPRESEDARD ALL N ONLY. SP ATH E (ALLY. FDR SPECIFIC DETAILS. REFER ro WALL ffCT1O11 ND FOR EY "FORCING. MODIFY ADETECT IwFDN1ElY O ANY (XIIEl1Cr wTM PIAN LAYOUT. VIM COPOSITE RE 10. ILS AS T ARE FE ED TO DETAILS AS THEY ARE NTFAOiCED 70 ODER SHEETS THE CONTRACTOR IS Pi4g1®LE TO SSD OISCREPANCES OR CONFLICTS BETWEEN VARIOUS CONSSOMM 16. EACH CONTRACTOR 6 RESPONSIBLE FOR wartAmD TIE INTEGRITY OF FRE RATED ASSEISLS WHEREVER AND CAST N PLACE DFS DOCUMENTS. INCLUDING MASSES NO SPECIFICATIONS TO THE SBEHMTE ATIDTDN OF THE ARCHITECT FOR w4ElEVFA THEN WON PENETRATES OR SEARS THE NIECNTY. RAUSE) AND SMALL FIN STOPPING AT ALL FINISH W NSOITION. DO NOT ASSUME CORRECTNESS OF ONE DOCUMENT me THE DIEM OPENINGS AROUND PIPES, CONDUIT, STI TIROL HEWERS, M. N FIE RATED ASSEMBLn 17. THESE DOCLWM N0.WIM SPFLFIAT1ONS DO IDI PURPORT TO SNOW ALL ITEMS AND PROCEDURES MEDIUMOW FHB OFVE OVER NSfN1FD TINEA FURNISHED REO/RD FOR A COMPLETE NSTAlAT91. THE NREM 6 TO INDICATE THE GENERAL SCOPE OF THE ROOF GRAN so SSR SOLIAE STAINLESS S1EII WOW. N TERMS OF THE MOETECRAAC DESIGN. CONCEPT, THE LWADON MDOOS OF THE AEAM1rAL VT378UE AF ADMFIRMFLOOR CO STNRTI N AND MAJOR ARpfIELTFAAI ELDEHTS O COIGTNIC1M CONTROL ,ONE .Tmirll1. Ij7,i`:P M AUTOMATICALLY ACTUATED CG CORNER GUAR D DEEP/DEPTH FD FLOOR DRAM H HIGHAIECHT WAS MASONRY (SOD AREA,PEDESTRIAN WALK) GARAGE: 372.0 SF LIVING MATERIAL 342 SF/ 35X 2202 SF/ 225 SOD• TREES, SHRUB AREA) AB MOD" BOLT CH MUM MEAD (W/ ppN&gllh OF DRINKING FOUNTAIN FT FINISH FLOOR HB HOSE N MAX MA1u11M OO ONO FURNISHED O' GIWNY RE SPEC SPEOrATION(S) VCM VIM COPOSITE RE AC ABOVE CONFER (p CAST N PLACE DFS DOOR AO FRAME SCHEDULE FN FINISH W HIOLMETAL NOT O MEDIUMOW FHB OFVE OVER NSfN1FD TINEA FURNISHED RD ROOF GRAN so SSR SOLIAE STAINLESS S1EII VERT VLSI AEAM1rAL VT378UE AF ADMFIRMFLOOR CJ CONTROL ,ONE OA DIA ETER FLR FLOOR HO HOLO MEN MECH IEONN(YL VIN VOW FURNISHED ACT ALTERNATE CL CENTER LLE DS OOWNSPdIF FRP FUDOM% REW. PLASTIC HOZ FORQONTAL MFR MANUFACTURE(R)OI OV�W£AD�A� � RENAMM SmINXT STRUCTURAL VENDER INSTALLED ALUM ARCH ALIANIM ARCHrm f(INAL) CLD FLU O1NG CONCRETE MASONRY UNIT 01 OIC DETAIL DRALwIC FRr FS RN-IETARDWT TREATED FLOOR SwN HN M WAD RUL HEIGHT NO A MASONRY OPENING 05 OFTOSITE F REINFORCED (sO�ULE ym FURNISHED Do CENTER O 16 METAL mo DA SCIPPM RFS S 1® TO BE DETERMINED am" BD BAWD COL CORN EA FAG) FTC FOOOD D NSIDE D111ETR MR METAL PAR PARAPET III THICK( BLDG BALDING CONC CONCRETE ESS DM= NSU. FINISH SYSTEM N FELD VARIY N NOEL 'T RD ROOM OPENING TIM Nom) U w WIDTH BLX BLOT( CONT CONTM)OUS, CONTINUE U DPN9ON JONT GA (ALICE NSA INSULATION. ISUATW Mp AGERMOMM PB �IIw7 PUSHPERP TO 1TIP W/ WITH BO BOTTOM OF CPT OVPET am EIECINCw V M NIElOOA )OM PERP OrMNR CAT SUSPENDED ACOA RE TS RH SM W/o WITHOUT F G1PD NADIR R /ELEVARA B OC ON CENTER PL RATE 58 SPLASH 9D0 TW iYRCAd we WATER CLOSET a GID ACTUATED GC 41PS7M�BOA D GEERAL if T JOINTPL 00 OUTSIDE OVETER (P) PROPERTY LINE SC CONCRETE WO SOD❑ CPCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED ETHIC EIOSf BEC MATER COOLER CR GRADE. GRADING L LONGAENGTH ORNN �000 P u 0 $D SCHEDEDUE STORM OFAN UI UD UDER CONRWT I11EElS NOTED orFETESTSE Cpsum Wll �� Om FUNISED CONTRACTOR PUD PLWO SOLIARE HEFT EXP DFASION LAR WALLED PT PNMT. PANED SHT SHEETSF ETT EXTERIOR PC POLMOCIAMURATE SIMILAR RC YVNLY CHLORIDESY PROJECT INFO 3775 BENTON STREET WHEAT RIDGE, CO 80212 LEGAL DESCRIPTION: LOT 2, CADENCE SUBDIVISION AMENDMENT NO.1 COUNTY OF JEFFERSON, STATE OF COLORADO ASSESSORS PARCEL NUMBER: 39-251 -03-031 OWNER: SEUN PRO MMATHA 303-875-381 9 SEUNPH(_)GMAIL.COM DESIGNER ANCHEN WANG 2400 MEADE ST DENVER,CO 80211 303-596-2688 CONTRACTOR: TBD ZONING ZONED: MU -N LOT SIZE: 6.580 (O. 1 5 ACRES) EXISTING USE: VACANT PROPOSED USE: MULTIFAMILY RESIDENTIAL (3 UNIT) SETBACKS: NORTH: N/A EAST: N/A SOUTH: 1 5' IREQUIRED)/ 1 5' (PROVIDED) -UPPER STORY: 20 1REC.IU I RED I/ 20(PROVIDED) NORTH: 1 5' (REQUIRED)/ 20' (PROVIDED) -UPPER STORY: 20' (REQUIRED)/ 20' (PROVIDED) PARKING: I SPACE/UNIT (REQ.)/ 2 SPACES/UNIT (PROVIDED) APPLICABLE CODES: 201 2 IR WHEAT RIDGE LOCAL AMENDMENTS CITY OF WHEAT RIDGE ZONING CODE TYPE OF CONSTRUCTION: V -B OPEN SPACE CALCULATIONS LOT SIZE: 6,580 SF BUILDING FOOTPRINT: 2,014 SF (31X) OPEN SPACE REWIREMENT: 15% a 978 SF PROVIDED OPEN SPACE: 4,566 (69X) LANDSCAPE SCHEDULE LEVEL 1: 296.0 SF LEVEL 2: REQUIRED PROVIDED TOTAL OPEN SPACE AREA 978 SF 15X 4,588 SF SOX USABLE OPEN SPACE 734 SF/ 75X 2,763 SF/ 283 (SOD AREA,PEDESTRIAN WALK) GARAGE: 372.0 SF LIVING MATERIAL 342 SF/ 35X 2202 SF/ 225 SOD• TREES, SHRUB AREA) HARDSCAPE - PEDESTRIAN WALK N/A 861 SF ]9 - GRASS PAVERS (DRIVE) N/A 1798 SF PROPOSED BUILDING 3 UNIT 3 -STORY TOWNHOME SQUARE FOOTAGE PER UNIT LEVEL 1: 296.0 SF LEVEL 2: 763.0 SF LEVEL 3: 800.0 SF TOTAL (NET): 1,859.0 SF ROOF ACCESS/ MECH. ROOM: 1 67.0 SF GARAGE: 372.0 SF TOTAL W- GARAGEMECH. (GROSS): 2.398.0 SF PROJECT TOTAL (3 UNITS) TOTAL LIVABLE (NET): 5.577.0 SF TOTAL W.'GARAGE/MECH. (GROSS). 7.194.0 SF e } VICINITY MAP SHEET A -O SITE PLAN ZI ;I i rl R ¢ E D a 4 Z Z 3 W a In 1 1 3 4 5. ADJACENT LOT - ZONED C-1 P ADJACENT LOT (R-3) L LANDSCAPE PLAN LANDSCAPE NOTES ALL PROPOSED LANDSCAPING IN THE ROW SHALL BE PER THE STREETSCAPE DESIGN MANUAL. ALL PLANT MATERIAL SHALL MEET OR EXCEED CURRENT AMERICAN STANDARD FOR NURSERY STOCK ANSI 260.1 AND THE COLORADO NURSERY ACT AND ACCOMPANYING RULES AND REGULATIONS. LANDSCAPE PLAN AND DETAILS TO BE USED IN CONJUNCTION WITH THE CIVIL PLANS TO FORM COMPLETE INFORMATION REGARDING SITE WORK CONTRACTOR TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO BEFORE DIGGING, INCLUDING BUT NOT LIMITED TO, TRENCHING TREE PLANTING PITS. IF UTILITIES OCCUR AT LOCATIONS OF PROPOSED SHRUBS, OR WITHIN (e) FEET OF PROPOSED TREES, THE CONTRACTOR SHALL REPORT SUCH CONDITIONS TO THE OWNER'S REPRESENTATIVE. DAMAGE TO EXISTING UTILITIES BY THE LANDSCAPE CONTRACTOR IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. ALL LANDSCAPE AREAS WILL BE WATERED BY AN UNDERGROUND FULLY AUTOMATED IRRIGATION SYSTEM. ALL TURF AREAS LESS THAN 25' WILL HAVE A POP-UP SPRAY SYSTEM AND ALL TURF AREAS GREATER THAN 25' WILL HAVE A ROTARY POP-UP SPRAY SYSTEM PROVIDING HEAD TO HEAD COVERAGE. ALL SHRUB BEDS WILL HAVE FULL COVERAGE WITH A DRIP SYSTEM. - � aca.a,e+m'"w `sw."scs"ro � _ _,` .. - _ _ dy'�• �b-.'ry _ y�jd �W" OIgaON.11 : ' l�f VOI t/I1Ri •.•Mn. ' P L �+ a r ADJACENT LOT •ZONED R-3 6, ALL TREES WILL EITHER BE STAKED USING TWO TODGEPOLE PIKE STAKES OR GUYED USING 3-12 GA, GALVANIZED WIRE GUYS ATTACHED TO BURIED STAKES. 1. THE TURF AREAS SHALL BE SODDED WITH A FOUR WAY BLEND OF BLUE GRASS. TURF TO BE CSU DROUGHT TOLERANT MIX INCLUDING FOUR OF THE FOLLOWING BLUEGRASS SOD BLENDS: RUGBY 2, NUGLADE, ODYSSEY, TOTAL ECLIPSE, AWARD. MIDNIGHT. 9. TURF AREAS AS WELL AS SHRUB BEDS SHALL BE PREPARED WITH ORGANIC MATTER AT THE ROLE OF 4 CUBIC YARDS PER 1,00 SQUARE FT. THIS PREPARATION SHALL BE THOROUGHLY INCORPORATED INTO THE TOP 8' OF SOIL. ORGANIC MATTER TO BE A-1 ORGANICS BK}COMPOSIT OR APPROVED EQUAL. 8. ALL TREES PLANTED WITHIN SOD AREAS TO HAVE FIR FIBER MULCH RING AS SHOWN ON PLANTING DETAILS. 9. LANDSCAPE AREAS TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION SCALE 6 4 spwo"cM 2'4' ps 16' ' D 1" Z" ro -1 —T si.:s+'ro nwwu.+snw a.u. �R• a+ .. we ws sccna+ w w,.rc u+cs� a s.a ss.i + rtmsa r s,m s-.�+ a +om sc.a r. n.osc =A w.wa r snmm ,"sc .u...soen + � i`o`w�ssp0io�as m r..uw � a �r.mm w.rc � r+°�o, a s,ssmom snm .uas r ®w .-+• ..•r .na+t ro aro, m¢ a nw,.o we xe,c snoc.- srtvrn o.aoai vn.0 wsn+® a.auot. DECIDUOUS TREE PLANTING -II ET N T S LANDSCAPE SCHEDULE TAG COMMON NAME BOTANICAL NAME HEIGHT SPREAD ONTY 1Q 1 RUGGED CHARM MAPLE I ACER TATARICUM 'JFS-KW2' REQUIRED PROVIDED TOTAL OPEN SPACE AREA 978 P IL 4,566 SF/ 69% USABLE OPEN SPACE (SOD AREA,PEDESTRIAN WALK) 734 SF/ 75% 2,763 SF/ 283 LIVING MATERIAL (SOD, TREES, SHRUB AREA) 342 SF/ 35% 2,202 SF/ 225% HARDSCAPE - PEDESTRIAN WALK - GRASS PAVERS (DRIVE) N/A 561 SF N/A 1796 SF - J LANDSCAPE PLAN LANDSCAPE NOTES ALL PROPOSED LANDSCAPING IN THE ROW SHALL BE PER THE STREETSCAPE DESIGN MANUAL. ALL PLANT MATERIAL SHALL MEET OR EXCEED CURRENT AMERICAN STANDARD FOR NURSERY STOCK ANSI 260.1 AND THE COLORADO NURSERY ACT AND ACCOMPANYING RULES AND REGULATIONS. LANDSCAPE PLAN AND DETAILS TO BE USED IN CONJUNCTION WITH THE CIVIL PLANS TO FORM COMPLETE INFORMATION REGARDING SITE WORK CONTRACTOR TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO BEFORE DIGGING, INCLUDING BUT NOT LIMITED TO, TRENCHING TREE PLANTING PITS. IF UTILITIES OCCUR AT LOCATIONS OF PROPOSED SHRUBS, OR WITHIN (e) FEET OF PROPOSED TREES, THE CONTRACTOR SHALL REPORT SUCH CONDITIONS TO THE OWNER'S REPRESENTATIVE. DAMAGE TO EXISTING UTILITIES BY THE LANDSCAPE CONTRACTOR IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. ALL LANDSCAPE AREAS WILL BE WATERED BY AN UNDERGROUND FULLY AUTOMATED IRRIGATION SYSTEM. ALL TURF AREAS LESS THAN 25' WILL HAVE A POP-UP SPRAY SYSTEM AND ALL TURF AREAS GREATER THAN 25' WILL HAVE A ROTARY POP-UP SPRAY SYSTEM PROVIDING HEAD TO HEAD COVERAGE. ALL SHRUB BEDS WILL HAVE FULL COVERAGE WITH A DRIP SYSTEM. - � aca.a,e+m'"w `sw."scs"ro � _ _,` .. - _ _ dy'�• �b-.'ry _ y�jd �W" OIgaON.11 : ' l�f VOI t/I1Ri •.•Mn. ' P L �+ a r ADJACENT LOT •ZONED R-3 6, ALL TREES WILL EITHER BE STAKED USING TWO TODGEPOLE PIKE STAKES OR GUYED USING 3-12 GA, GALVANIZED WIRE GUYS ATTACHED TO BURIED STAKES. 1. THE TURF AREAS SHALL BE SODDED WITH A FOUR WAY BLEND OF BLUE GRASS. TURF TO BE CSU DROUGHT TOLERANT MIX INCLUDING FOUR OF THE FOLLOWING BLUEGRASS SOD BLENDS: RUGBY 2, NUGLADE, ODYSSEY, TOTAL ECLIPSE, AWARD. MIDNIGHT. 9. TURF AREAS AS WELL AS SHRUB BEDS SHALL BE PREPARED WITH ORGANIC MATTER AT THE ROLE OF 4 CUBIC YARDS PER 1,00 SQUARE FT. THIS PREPARATION SHALL BE THOROUGHLY INCORPORATED INTO THE TOP 8' OF SOIL. ORGANIC MATTER TO BE A-1 ORGANICS BK}COMPOSIT OR APPROVED EQUAL. 8. ALL TREES PLANTED WITHIN SOD AREAS TO HAVE FIR FIBER MULCH RING AS SHOWN ON PLANTING DETAILS. 9. LANDSCAPE AREAS TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION SCALE 6 4 spwo"cM 2'4' ps 16' ' D 1" Z" ro -1 —T si.:s+'ro nwwu.+snw a.u. �R• a+ .. we ws sccna+ w w,.rc u+cs� a s.a ss.i + rtmsa r s,m s-.�+ a +om sc.a r. n.osc =A w.wa r snmm ,"sc .u...soen + � i`o`w�ssp0io�as m r..uw � a �r.mm w.rc � r+°�o, a s,ssmom snm .uas r ®w .-+• ..•r .na+t ro aro, m¢ a nw,.o we xe,c snoc.- srtvrn o.aoai vn.0 wsn+® a.auot. DECIDUOUS TREE PLANTING -II ET N T S LANDSCAPE SCHEDULE TAG COMMON NAME BOTANICAL NAME HEIGHT SPREAD ONTY 1Q 1 RUGGED CHARM MAPLE I ACER TATARICUM 'JFS-KW2' REQUIRED PROVIDED TOTAL OPEN SPACE AREA 978 SF/ 15% 4,566 SF/ 69% USABLE OPEN SPACE (SOD AREA,PEDESTRIAN WALK) 734 SF/ 75% 2,763 SF/ 283 LIVING MATERIAL (SOD, TREES, SHRUB AREA) 342 SF/ 35% 2,202 SF/ 225% HARDSCAPE - PEDESTRIAN WALK - GRASS PAVERS (DRIVE) N/A 561 SF N/A 1796 SF TREES TAG COMMON NAME BOTANICAL NAME HEIGHT SPREAD ONTY 1Q 1 RUGGED CHARM MAPLE I ACER TATARICUM 'JFS-KW2' 20 FT 15 FT 1 5 SHRUBS TAG I COMMON NAME BOTANICAL NAME ONTY ® I MOUNTAIN LILAC I CEANOTHUS FENDLERI 3 A -❑.1 z�D W a CA n eate.ae. G IEap: mr 5 I EI A-003 .[e,6 3RD LEVEL PLAN SCALE 3/1 r."= 1'- 6^°3E�?ie x Li J a N D Ir r w m F 0 � a r m o a W z o � w F Lo m w o L -- —� N a Z m I 0 a � Z MSTR. 0 �. LJF11 I O --WALK-IN ___ • BATH CLOSET BATH ='.-_ WALK-IN BATH MSTR. BATH Q LNORY -tBR" CLOSET BAT" CLOSET UIDRY. I . , FML ______ �.., I 3RD R TI 3RD FLOOR 3RD FLOOR 800 SF 800 SF I -°) .. L MASTER _ BEDROOM MASTER SUITE " MASTER �pTE P L BEDROOM BLJRCOV P I 01 . m 13 w Q Y ) f j W SHADE OVERHANGC SMAOE OVERHANG I ¢ s O Q a p a z -. ABOVE BOOR BELOW PARAPET WALL OVERHANG ABOVE PARAPET yR,� SHADE OVERHANG ABOVE PARAPET WALL 2 Z_ c W I oa OVERHANG a o C I z C] 10 � 13 h L P W _ - - - - - - - - L - - - - - - Ir C 0 z o .[e,6 3RD LEVEL PLAN SCALE 3/1 r."= 1'- 6^°3E�?ie 9 EL lFLl5423.31' (SURVEY) EL. 5424.88' (SURVEY) 3EJZ-5E-C�RIJEI� EL, 424.26' (SURVEY) ASSM. 135'-0" (ARCH) IF ' ASSM. 130-8" (ARCH) 3-1. A A El'Ti TALC i ASSM. 12Y-0" (ARCM) A ASSM. 118'-0 (ARCH) t i ASSMASSM. 108';6 ((AR; C t ASSM. 100'-0" (ARCM) EL. 5425.26 (SURVEY) EL. 5423.31' (SURVEY h EL. 5422.95' (SURVEY) vA EAST ELEVATION SCALE 3/1 6°= i' -o" OCVG T&G STAINED CEDAR SIDING OSTACKED BRICK OHARD COAT STUCCO A (LIGHT) Oq HARD COAT STUCCO B (DARK) OCORRUGATED METAL PANEL OEXPANSION JOINT OSTEEL POST 6 LINTEL DECK SUPPORT OPAINTED FASCIA 6 SOFFIT O9 METAL PARAPET CAP METAL RAILING SYMBOL LEGEND: I, EGRESS WINDOW 7 TEMPERED GLA55 NORTH ELEVATION SCALE 3/1 6°= 1 '-OII A-301 ■1� t r m i 3 ASSM. 135'-0" (ARC j 3 tl . Q aY� Qi Q O Z ASSM. 130'-B" ARC n T�O-isAFAPF'��rA. .` a W W /5$AI, 127-0" (ARC� r a a q 0 ROO' ACZLSs Z N D O W M o 0 0 <.SSM. 118'-0 (ARCH) L L Z_ ASSM. 108'-6" (ARC- f ASSM. 100'-0" (ARCH) O 0. WALL p.ais:i EL. 5623.8' SURVEv)�,�eg,••• Its •�f �ijPii S.:�e�ftF 'tii: ASSM. 135'-0- (ARCH) 44iF 0 T.O. ROOF ASSM. 130'-8' (ARCH) AL aS�5M�7�'-D- (ARCH) p ASSM. 121'-8� (ARCH) ASSM. 118-0� (ARCH) Y I ASSM. 108'-6 (ARCH) ASSM. 100" (ARCH) l 0'-L EL. 5425.04' (SURVEY) OE%. SWC RNR ASSM.(ARCH) ROOF Z h ASSM. 12 7'�CH) I y ASS M. 108'-6" (ARCH) AS0* (ARCH) W_�_L EL. 5423.80' SURVEY SOUTH ELEVATION SCALE 3/16°=11-0° WEST ELEVATION SCALE 3/1 6°= 1'-0 EL. 5425.04' (SURVEY) O EX. SW CORNER V OCVO T&G STAINED CEDAR SIDING O STACKED BRICK OHARD COAT STUCCO A (LIGHT) OHARD COAT STUCCO B (BARK) OCORRUGATED METAL PANEL OEXPANSION JOINT OSTEEL POST & LINTEL DECK SUPPORT OPAINTED FASCIA & SOFFIT O9 METAL PARAPET CAP METAL RAILING SYMBOL LEGEND: EGRESS WINDOW 7 TEMPERED GLASS ]11 ET -302 x W J a o to w ❑ � o I- a W N ❑ W0 J cy F ❑ Z u �— W W ul m ❑ ul � O Z O w � I Z 3 Ld m +osE Si. ;CLYS' gi g:F °tl$z it' E4r�t�zi� f�1t1-�0:410=LvL•rria1►1 2 NORTH ELEVATION SHEET COLOR ELEVATIONS x W J a a w w Li z w p a Z W c 0 Ln z ❑ N f" Z W m m f ai m m Z p a a a o N 5 N O N p w (� o v o M0000 z iiil DF;:e�•e� I �ieg�=�• =e'f•j::t iif2e i�i i• S IIFFT COLOR ELEVATIONS 9 C4 A- x W --- a o � � m L W ❑ W z o W ❑ J N F ❑ W W [p m 7 n p Z ¢F Q p Q S Z 3 W m WEST ELEVATION m m 0 r W_ Q > > = W R Q Q Q Q G n Z Z < Q � W J � C Q W n Q W Z h m � h � � Q Q Z, 3?q; 2 SOUTH ELEVATION Shop Progress Lighting 14 -in H Black Dark Sky Outdoor Wall Light at L... http://www.Iowes.cora/pd_565122-57278-P5675-31 _ I zOyd25+4294606... Your Ston: Aurora, CO Your Store: Aurora, CO s s email Description 14 -in H Black Dark Sky Outdoor Wall Light EXTERIOR WALL SCONCE (FRONT ENTRY) LF -2, RE: SITE PLAN No glass wall -mount FREE No glass Store Pickup Progress Lighting 14 -in H Black Dark Your order will be ready for pickupfrom Sky Outdoor Wall Light Lowe's Of Aurora, CO by 03/12/2015 Item#.5651221 Model# P5675-31 Lowe's Truck Delivery Not Yet Rated Your order will be ready for delivery to Conteinporary/Modern you from Lowe's Of Aurora, CO by $114.40 03112/2015 Bulb(s) not included • Black fintsh • F.ietal shade • .' lin `,rVQlh x 14 -in Height • Uses ('; 75 -watt PAR -30 or BR -30 bulbs i not included; • i IL ustrd for indoor use as shown For ! lL Net Location tine accessor, lens P879g-31 is requre d - order separately Specifications Type Motion Activated Manufacturer Coloof:lrusn Fixture Height (Inches) Fieture w•iidth (Inches) Fudufe Depth (Inches) Weather Resistant/V"herproof Maximum Bulb V -tallage Ektltos lix luded Ht ntar of BUIUs Required UL Safety Uslina CSA Safet,i Listing ETL Safety Listing Hardware included Outdoor Glass Color No glass wall -mount Glass Style No glass light Po•:,er 50urre. Hardwired tl0 $tile Conteinporary/Modern Block ENERGY STAR CAiaktied I'o 14 Package Quantity 1 $ Material Die-cast alum itim Oolor/F'iriish Family Black Weather resistant Dark Sky Yes -- Collection Name Il -A 110 Light Blab Base Type fBedium base (E -26j _ Recomimended Ught Bulb Shape F'=R3O Yes $i2e Classification 5rtiil! :,•eiRh of r-toiuct 6-m belo,•r: Yes Bulb Type incandescent 1`10 Yes © 2015 Lowe's. All rights reserved. Lowe's and the gable design are registered trademarks of LF, LLC "Privacy Statement (updated February 19, 2015) FREE Parcel Shipping Sent by careers like UPS. FedEx USPS, etc. Progress Lighting 14 -in H Black Dark Sky Outdoor Wall Light $114.40 I or' 1 3/2/2015 12:34 PM Shop Acclaim Lighting Mariner 13.5 -in H Matte Black Motion Activated ... http://www.lowes.coin/pd_432326-44516-82BKM_1 zOyd25+I2:Oylbc+l... EXTERIOR MOTION SENSOR LIGHT (AT GARAGES) Your Aurora, CO Aurora, LF -1, RE: SITE PLAN A Your Store'. Aurora, CO F— p ti s email Acclaim Lighting Mariner 13.5 -in H Matte Black Motion Activated Outdoor Wall Light Item X. 432326 1 Model # 828KM Not Yet Rated $59.90 Light bulb(s) not included Description Manner 13 5 -in H Matte Black Motion Activated Ouldoot tRan Light • hlartr,ef outdoor sconce • Ribtxd acrylic shade/glass • ""Net txation installatun • Peguves,:0-watt a.19 -shape medueirbase frosted incandescent tight bulb not include -1 Specifications T. pe Motion Activated Manufacturer Color,'Fmish Fixture Height (Inches) Fixture YJidth (kx:hes) Fixture Depth (Incites) 1.zather ReststantMJeatherproof Maximum Bulb vValtage Ekilbs Inrluded Number of Bulbs Regwred UL Safet; Listing CSA Safer: Listing ETL Safer, Listing Outdoor Hardware Included Yes wall mount Glass Color Ribbed light Glass Style Ribbed Yes Power Source Hardwired M atte black Style Conteirtxfraryllviodern 135 ENERGY STAR t7ualdied Pio 10 Package Quantity 1 11 Material Plastic 'r-Jeather Color/Finish Family Black resistant Dark Sky Ito CI` Collection flame Mariner 140 Light Bulb Base Tl pe Medium base tE-27i 1 Reconxtende:9 Liyhl Btlb Shape t Yes Latge t9 1 m and rJo SIze Classification abC+ve1 No © 2015 Lowe's. All rights reserved. Lowe's and the gable design are registered trademarks of LF, LLC "Privacy Statement (updated February 19, 2015) FREE Store Pickup Your order will be ready for pickup from Lowe's Of Aurora, CO by 03/09/2015 Lowe's Truck Delivery Your order will be ready for delivery to you from Lowe's Of Aurora, CO by 0 3109/2 01 5. FREE Parcel Shipping Sent by carriers like UPS. FedEx USPS, etc. Acclaim Lighting $59.90 Mariner 13.5 -in H Matte Black Motion Activated Outdoor Wall Light I of 1 3/2/2015 5:58 PNI RROW CIVIL ENGINEERS 2629 E. Geddes Avenue Susan P. Mizuno, P. E., LEED ®AP Centennial, CO 80122 303-329-9004 March 27, 2015 Mr. David Brossman, PLS Development Review Engineer/City Surveyor City of Wheat Ridge 7500 W. 29th Avenue Wheat Ridge, CO 80033 Re: 3775 Benton Street Wheat Ridge, Colorado In accordance with your directions, we have conducted a drainage review of the above referenced property. The site consists of a single parcel of land located at 3775 Benton Street, in Wheat Ridge, Colorado. This drainage report analyzes the drainage impacts of developing the parcel and provides an explanation of how storm drainage and water quality will be provided. The site is more specifically described as Lot 2, Cadence Subdivision Amendment No. 1, County of Jefferson, State of Colorado and is located in the NE'A of Section 25, Township 3 South, Range 69 West of the 6th PM. The lot is located within the city limits of the City of Wheat Ridge, Colorado. The site lies between two developed sites. A duplex apartment borders on the south, a single family residence borders the west, a commercial site borders the north (Advanced Auto Parts), and Benton Street lies to the east. West 38th Avenue is located approximately 220 feet to the north. The site consists of 0.15 acres more or less. The site generally slopes to the north at a 4 percent gradient. Currently, the site is vacant and covered with native grasses and weeds. A Boundary, Improvement, and Topographic Survey was prepared by Michael S. Chessnoe, P.E. & P.L.S. A soils investigation by Design Engineering, Inc. was performed. That report indicated the site soils have an average percolation rate of 1.57 inches per hour (based on the first 90 minutes of testing) and the soils can handle almost 3 inches over a 2 hour period. No major drainageways exist within or adjacent to the site. There are no irrigation facilities within this development area. Development of the site will consist of 3 townhome units. A single driveway is proposed along the north side of the building, with access to Benton Street. Water, sewer and drainage improvements will all be part of the site improvements. All flow for the existing drainage pattern is in the northerly direction. The site will be subject to some off-site flow from the duplex to the south near the front of the site, approximately 13 feet of border area. However, it appears a solid vinyl fence will act as a barrier for the remainder of any flow. This analysis, design, and report have been completed in conformance with the City of Wheat Ridge Site Drainage Requirements and by the Urban Drainage & Flood Control District's Urban Storm Drainage Criteria Manual (UDCM). The site drainage system was developed based on Mr. David Brossman Page Two March 27, 2015 the City's storm drainage criteria. This site is being considered a Low Impact Development (LID). This criteria requires that only water quality mitigation be provided for all sites less than 10,000 square feet in size. The proposed drainage improvements include drainage swales, permeable interlocking concrete pavement (PICP)and associated below grade water quality infiltration basin. This design will utilize a "full infiltration section" as defined under the UDFCD criteria. Per an initial review by the City, the percolation rates indicated above were given an approval for a PICP design since the area involved is so small. The percolation rates do fall within the required limitations set forth by the City's criteria and account for the required safety factor, which is a 20 percent decrease in the measured percolation rate. The UD&FCD spreadsheets were used to evaluate WQCV/ infiltration basin sizing requirements. A 30 percent void space in the rock was assumed. Due to the limited site area it was not possible to develop a plan which would provide for an impervious tributary ratio of 2.0. However, adequate volume has been provided for and this ratio will only affect the degree of maintenance required over time. A perimeter barrier shall be utilized on all sides of the pavement. The drainage plan involves surface flow only and all roof drains will be directed to the PICP area. This area will cover approximately 606 square feet. The area will be utilized as a portion of the access drive to the garages located on the north side of the building. In the event of emergency overflow, excess runoff will flow up and out of the pavement on the low side and sheet flow to the north as it has historically. The lot has little offsite contributing flows from the south. Graded swales will provide a flow path toward Benton in the front and around the proposed building to the northwest corner of the site for any flows which bypass the existing fence along the south property line. Uncontrolled runoff will be limited to the frontage of the site and will flow directly to Benton Street. The PICP will consist of Aqua-Bricloc permeable pavers or an approved equivalent product. An observation well will be utilized in the porous pavement at the northeast corner of the paver area to ensure long-term functionality. A 6 -inch concrete perimeter barrier will be utilized to contain the pavers. The paver bedding will conform to the manufacturer's recommendations of a 2 -inch bed of 14" to 3/8" rock. The reservoir bedding will conform to UDFCD recommendations of 6 inches of AASHTO # 57 or #67 aggregate, which is also in conformance with the manufacturer's recommendations. The filter material will be 6 inches of CDOT Class "C" filter material per UDFCD recommendations. The developed flows from the site will be mitigated by the use of water quality detention only for this site. Detailed analysis for flows was not required for this site due to the relatively small area involved. However, the actual flows to the major release points for the block should be reduced by the water quality facility being utilized. Please contact me if you need any other information or have additional comments Sincerely, Susan P. Mizuno, P. E. Project Manager ARROW CIVIL ENGINEERS Weighted Imperviousness 3775 Benton Street Weighted Imperviousness Land Use Area (so I Driveway 253.00 100% Basin A Roof 2448.00 90% Pervious 606.00 0% TOTAL 3307.00 74% WATER QUALITY CAPTURE VOLUME (WQCV) 3775 Benton Street BASIN A Tributary Area's Imperviousness Ratio (1=1a/100) la i= Contributing Watershed Area (Area) Water Quality Capture Volume (WQCV) (WQCV=a*(0.91'i3-1.19*i2+0.78'1)) Where a=0.8 for 12 hour drain time Design Volume: Vol = (WQCV/12)*Area'43560 For PICP Design assume 30% voids: PICP Vol = Design Vol/0.3 Depth of WQCV storage in reservoir: d=12(WQCV)/PA Where: P=porosity of gravel A=area of permeable pavement Area = WQCV = Vol = 74% 0.74 0.08 acres 0.24 watershed inches 68 cubic feet Vol = 228 cubic feet d = 4 inches Note: Water Quality Capture Volume calculations are based on Urban Drainage Flood Control District Manual, Volume 3. Design Procedure Form: Permeable Pavement Systems (PPS) Designer. CRB Sneer t or 1 Company: ACE Date: February 25. 2015 Project: 3775 Benton Street— -- --- Location: Wheat Ridae. CO 1 Type of Permeable Pavement Section A) What type of section of permeable pavement is used? (Based on the land use and activities, proximity to adjacent structures and soil characteristics ) B) What type of wearing course? 2 Required Storage Volume A) Effective Imperviousness of Area Tributary to Permeable Pavement. I, B) Tributary Area's Imperviousness Ratio (I = I,/ 100) C) Tributary Watershed Area (including area of permeable pavement system) D) Area of Permeable Pavement System (Minimum recommended permeable pavement area = 893 sq it) E) Impervious Tributary Ratio (Contributing Imperwuos Area / Permeable Pavement Ratio) F) Water Quality Capture Volume (WOCV) Based on 12 -hour Drain Time (WOCV = (0.8' (0.91 ' ia- 1.19' i° + 0.78' i) 112)' Area) G) Is flood control volume being added? H) Total Volume Needed 3 Depth of Reservoir A) Minimum Depth of Reservoir (Minimum recommended depth is 6 inches) B) Is the slope of the reservoinsubgrade interface equal to 0%? C) Porosity (Porous Gravel Pavement < 0 3. Others < 0.40) D) Slope of the Base Course/Subgrade Interface E) Length Between Lateral Flow Barriers F) Volume Provided Based on Depth of Base Course Flat or Stepped V = P • ((Dm,,.,)/12) - Area Sloped V = P - ((Dm„ _ (D_ 6 -SL -1)) / 12] - Area 4 Lateral Flow Bailers A) Type of Lateral Flow Barriers 8) Number of Permeable Pavement Cells 5. Perimeter Banner A) Is a perimeter banner provided on all sides of the pavement system? (Recommeded for PICP, concrete gnd pavement. or for any no -infiltration section.) (-!o Infikration (partial Infiltration Section (0):ull Infirtrm on Sertm Choose One ('�r> 1cp '010nCrete Gid Pavement (ervious Concrete (oras Gravel I, = 740 % = 0 740 Ar,,, = 3.307 sq it Aces = 606 sq it RT = 3.3 WOCV = 65 cu ft [Choose One C'ES ®t0 VTar = cu It D_ = 6.0 inches _Choose One 'AWES- Fiat or Stepped Installation (l0- S" Installation P= 030 S= fi/fi L= it V= 76 cuff IMPERVIOUS TRIBUTARY RATIO EXCEEDS 2.0 Choose One aoncrete walls (VC geomembrane installed normal to flow a/A. Flat installation Cbther (Dacnbe): Cells = 1 Choose One k(*ESS0 Benton. UD-PICP_v3.03. r1, PPS 2/2512015. 4 48 PM Design Procedure Form: Permeable Pavement Systems (PPS) Sheet 2 of 2 Designer CRB Company ACE Date: February 25, 2015 Project: 3775 Benton Street Location: Wheat Ridge. CO -- 6 Filler Material and Underdram System Choose One A) Is the underdrain placed below a 8- Ch thick layer of ;YES COOT Class C filter rnatenal� CnO (&/A Choose One B) Diameter of Stoned Pipe (slot dimensions per Table PPS-2) 04 inch Ob inch CI Distance from the lowest Elevation of the Storage Volume y N (i is the bottom o1 the base course to the center of the orifice) 7 Impermeable Geomembrane Une( and Geotextile Separator Fabric Choose One A) Is (here a minimum 30 mil thick impermeable PVC geomembrane LYES finer on the bottom and sides of the basin. extending up to the top (!Noof the base course Choose One B) CDOT Class B Separator Fabric L—Nced above the finer laced above and belo. the liner 8 Outlet (Assumes each cell has similar areasubgrade slope. and length between lateral barners (unless subgrade is gat) Calculate cells individually where this vanes ) Dwoc, = inches A) Depth of WOCV in the Reservoir (Elevation of the Flood Control Outlet) B) Diameter of Orifice for 12 hour Drain Time Dn = inches (Use a minimum orifice diameter of 3.i8-inches) Notes 2/2512015. 4.48 PM E3enton UD-PICP_v3 03 r1, PPS 701 Park St, Unit E Castle Rock, Co 80109 Phone: 303-688-5151 Fax: 303-660-5243 Design www-credesigneng.com Engineering LE XH z Inc. coo0 PERCOLATION TEST SUMMARY AND DATA FORM Property Address: Legal Description: CRE Job Number: Saturation and Swelling 14-5813.2 3775 Benton St, Wheat Rid Date and time presoak water added: September 9, 2014 @ 11:00 Amount of presoak added (gallons): 5 Gallons Date and time percolation test was started September 10, 2014 @ 11:00 Did water remain in hole after the overnight swelling period: YES or NO Hole 1 No Hole 2 No Hole 3 Hole 4 Hole 5 Hole 6 ercolation trate No Hole 1 160 Hole 2 240 Hole 3 160 Hole 4 Hole 5 Hole 6 Average: 187 I certify that the Information on this form Is correct and complete to the best of my knowledge and that I performed all tests In accordance with the provisions of Tri- County Health Department Regulation 0-14.1 certify that I have all the competencies needed in accordance with Section 7.138 of 0-14. Orig'inal.Siognature _ 4 `--�-ek7 # - Print Name Date page 1 of 3 CRE Design Engineering Inc. Company Name 701 Park St, Unit E, Castle Rock, CO Address 303.688.5151 Phone — aiesik@credesignenq.com Email J MUMDesign CE` Engineering Inc. Y PERCOLATION TEST RESULT FORM CRE Job Number: 14-5813.2 701 Park St, Unit E Castle Rock, CO 80109 Phone: 303.688.5151 Fax: 303.660.5243 www.credesigneng.com Design Hole Number EME' Engineering } Inc. F W Water Depth @ End of Interval (in.) coCD<> PERCOLATION TEST RESULT FORM CRE Job Number: 14-5813,2 701 Park St, Unit E Castle Rock, CO 80109 Phone: 303.688.5151 Fax: 303.660.5243 www credesigneng.com page 3 of 3 Hole Number Hole Depth (in.) Hole Diameter (in.) Length of Interval (min.) Water Depth @ Start of Interval (in.) j Water Depth @ End of Interval (in.) Drop in Level (in.) Percolation Rate @ Final Interval (min./in.) 3 36 6 30 75.125 73.63 1.5 20 30 71.5 70.6875 0.8125 37 30 69.375 68.8125 0.5625 53 30 67.875 67.5 0.1875 160 30 66.8125 66.4375 0.1875 160 30 65.9375 65.6875 0.25 120 30 65.4375 65 0.4375 69 64.5625 64.375E0.1875 160 L- 1=::] page 3 of 3 Hole Number Hole Depth (in.) Hole Diameter (in.) Length of Interval (min.) Water Depth @ Start of Interval (in.) Water Depth @ End of Interval (in.) Drop in Level (in.) Percolation Rate @ Final Interval (min./in.) page 3 of 3 SPH INVESTIGATION BORE LOG Lam_ Depth (FT) SPH `.� 701 Park St, Unit E ` ❑ esl g n _ z Castle Reck, Co 80109 RtI Engineering v Picone 303.588.5151 z fax:303.6fi05243 n �� 0c) vwow.credesigneng com SII.TSTONE ---'AUGER REFUSAL BLOW COUNT FOR x I X SAMPLE y WATER LEVEL AT DRILL WATER LEVEL AT 2146 HOURS PROJECT NUMBER 14 5813 DRILL DATE 9/9/14 NOTE: ADDITIONAL INFORMATION IS AVAILABLE IN THE COMPLETE SOILS REPORT. THIS DOCUMENT IS NOT STAND ALONE AND DESIGN ASSUMPTIONS SHOULD NOT BE MADE BASED SOLEY ON THIS SHEET. "ABSOLUTE ELEVATION: 4, 15' (GPS) /OF` SOIL MAN MADE FILL SAND, SILTY ;•; SAND, CLAYEY SAND. WELL GRADED GRAVEL �.' CLAY, LOW PLASTIC CLAY, HIGH PLASTIC N CLAYSTONE, LP. (:1 AYSTONE. H.P. SII.TSTONE ---'AUGER REFUSAL BLOW COUNT FOR x I X SAMPLE y WATER LEVEL AT DRILL WATER LEVEL AT 2146 HOURS PROJECT NUMBER 14 5813 DRILL DATE 9/9/14 NOTE: ADDITIONAL INFORMATION IS AVAILABLE IN THE COMPLETE SOILS REPORT. THIS DOCUMENT IS NOT STAND ALONE AND DESIGN ASSUMPTIONS SHOULD NOT BE MADE BASED SOLEY ON THIS SHEET. "ABSOLUTE ELEVATION: 4, 15' (GPS) ALL MEASUREMENTSARE APPROXIMATE 3��T�1AV[ ---- �� m1�mmmmmms _ LOCATION MAP Jo°N--- \RE, ��e5|�n ca»oe�ok0000mo � - - - -- -- ------ —' ��OO[~��dO� p�nepm'mm'mm OeunphomOn8Uh8 14�813.2 ~~ . .. . ~ 3775B8ntDn�� ------ | ' SSCALE:K KD[. | | Wheat Ridge, (��|on8do www.credesigneng.com . | 1:50 A !�A0VANCEO_ PAVEME111f J� TECNN0t0GY Pedestrian Friendly, Environmentally Advanced The Aqua-Bricloc* Advanced Pavement Technology presents Aqua-Bricloc® — a versatile new shape in permeable pavers used when implementing the Bio -Aquifer Storm System (BASSI"'), a superior paving solution that sup- ports stormwater management and business growth. This paver meets ADA standards for opening size, but it is also designed to handle extremely heavy traffic loads (similar to port applications or heavy-duty truck loading and parking lots). See back side for more information. Aqua-Bricloc® is a patented design paver, available only from Advanced Pavement Technology. Made according to ASTM C936 specifications, the pavers can be produced in a variety of custom colors and installed using manual or mechanical methods. The new paver shape can also be combined with other shapes during installation to achieve a number of attractive patterns in an ecological pavement system TM Aqua-Bricloc® Dimensions: Nom. 41/7" x 9" x 3'/s" When used as part of Advanced Pavement Technology's exclusive BASSTM method, these pavers allow for natural stormwater drainage and groundwater recharge, making the paved surface ecologically sound and economically smart. In fact, the BASSTM method is an acceptable post -structural Best Management Practice (BMP) used to meet the federal stormwater management requirements. Roads and parking lots created using BASSIm with these permeable pavers qualify for LEED credits and offer vast benefits. Meeting EPA stormwater requirements with a superior solution Achieving significant savings through enhanced land planning • Outperforming other systems in harsh climates or with freeze/thaw cycles Delivering maximum strength to handle heavy vehicular traffic Producing remarkable curb appeal and conve nient maintenance access Providing outstanding results on a 50 -year life -cycle cost analysis Aqua-Bricloc ®, Aqua -Brie, Aqua-Loc"I and Eco-BrickTM are licensed shapes, available only from Advanced Pavement Technology or selected national manufacturers. The pavers are manufactured according to ASTM C936 specifications. They can be produced in a variety of custom colors and installed using manual or mechanical methods. The new paver shapes can also be combined during installation to achieve a number of attractive patterns in an ecological pavement system. Bio -Aquifer Storm SystemTM 1/8" Joints Aqua -Brie' Hand Tight I Concrete Curb 2" Bedding"'' :_`'+ - 4" Base 12" Sub -Base / Min. { - Eco-Swale'll Sig' rj- Sub -Grade Perforated Pipe Ecologically sound. Economically smart. And exclusively from Advanced Pavement Technology. For more information about the BASSTM program, please contact Advanced Pavement Technology toll-free at (877) 551-4200 or visit our website at www.advancedpavement.com. A 0 V A N N E 0_ Ecological Paver Systems Division 807 N. Bridge St. I Yorkville, Illinois 60560 JlPAVEMEII� TECHNOLOGY Toll-free (877) 551-4200 1 (630) 551-4200 1 Fax (630) 6081208 bill@advancedpavement.com I pat@advancedpavement.com 6".., www.advancedpavement.com © 2007 Advanced Pavement Technology. All rights reserved. BASS'"', EC&SWALETI' Aqua -Loc'"", and Eco-BrickT' are trademarks of Advaned Pavement Technology. Aqua -Brit' and Aqua-Bricloc• are registered trademarks of Advanced Pavement Technology. BIO -AQUIFER STORM SYSTEM Specifications for Construction PART 1 — GENERAL 1.01 SECTION INCLUDES A. Providing labor, materials, tools and equipment to furnish and install a permeable concrete paving stone system as indicated on the plans and as specified herein. 1.02 RELATED SECTIONS Section -- Earthwork and subgrade preparation Section -- Concrete curbs 1.03 APPLICABLE STANDARDS AND SPECIFICATIONS A. American Society for Testing and Materials (ASTM) 1.04 DEFINITIONS A. Base Course: Layer of open -graded, crushed and washed aggregate beneath the bedding course layer, comprised of small- to medium -particle -sized stone (typically 1/2" to I"). Recommended depth of the sub -base layer shall be 2"- 3", but shall not exceed 4". B. Bedding Course: Layer of open -graded, crushed and washed aggregate directly beneath the unit pavers, comprised of small particle -sized stone chips (typically '/4" to 3/8" rock). Also commonly called the "setting bed." Recommended depth of the bedding course layer shall be 1 "- 2" not to exceed 2". C. Bundle: Several layers of paver clusters stacked vertically, banded, and tagged for shipment. Also commonly called a "cube." D. Cham er: A 45 -degree beveled edge around the top of a paver unit, usually 1/8" or less. It facilitates snow removal, helps prevent edge chipping, and delineates the paving's individual units. E. Cluster: The group of pavers forming a single layer from a bundle of pavers or the group of pavers held by the clamp of a paver laying machine. F. Flats: The portion of the side faces of a paver other than the spacer bars. G. Joint Filler: washed angular chips 1/8"-1/4" or materials complying with ASTM #8, #89 or #9 crushed stone, could be granite or limestone. H. Lavin Face: The working edge of the pavement where the laying of pavers is occurring. Mechanical Installation: The use of specialized machines to lift clusters of pavers from the bundles and place them on the prepared bedding course. These specialized machines are designed specifically for this application. J. Method Statement: The paver installer's and manufacturer's plan for construction and quality control of the pavers. Contractor must have installed a job of equal size with mechanical installer to qualify for project. K. Spacer Bars: Small protrusions on each side of pavers which are used to keep them uniformly spaced while minimizing chipping and spalling. Mechanically installed pavers must have spacer bars. L. Sub -base Course: Layer of open -graded crushed aggregate beneath the base course layer, comprised of large particle -sized stone (typically 2-1/2" to 3" fractured rock). Depth shall vary depending upon site conditions and specific requirements. Minimum depth of the sub -base course shall be twelve inches (12"). M. Sub -grade — native soils at an excavated depth where underdrain will be placed, if required, or aggregate layers will be placed on this surface. N. Void Filler: Open -graded aggregate used to fill the openings in the paver units. The bedding course aggregate may be used as the void filler. Smaller particle -sized crushed stone chips (1/8" to %,"), joint filler, are preferable, if available. O. Wearing Course: The top surface of the paver surrounded by a chamfer. 1.05 SUBMITTALS A. Submit the following in accordance with Division 1. 1. The dimensions of the manufacturer's proposed mold assembly including pattern, dimensions of all cavities including radii, spacer bars and the top portion of the mold known as the head or shoe. 2. The Method Statement. 2 W. 3. The Quality Control Plan. 4. Material samples of pavers, void filler and joint filler aggregate, bedding course aggregate, base and sub -base course aggregate, including a current sieve analysis of each showing conformance to the specifications. A detailed description of the manufacturer's quality control procedures. 6. Examples of the manufacturer's record-keeping forms. 7. Examples of the installer's record-keeping forms. QUALITY ASSURANCE A. Quality Control Plan The installer and manufacturer shall establish, provide and maintain a quality control plan. The quality control plan shall provide reasonable assurance that the materials and completed construction submitted for acceptance will conform to the contract requirements. Although guidelines are established and certain requirements are specified, they are minimal, and the installer and manufacturer shall assume full responsibility for meeting all requirements. The installer and manufacturer shall agree upon a method for measuring the clusters at the factory and in the field. That method shall be submitted in writing to the owner for approval. The Quality Control Plan shall contain at a minimum, but not limited to, the following elements: 1. The manufacturer's quality control procedures. 2. The manufacturer's production records showing at a minimum the date of manufacture, a mix design designation, mold number, mold cycles, and sequential pallet numbers. Copies of such records shall be made available to the owner upon request. 3. A description of the anticipated growth in the cluster size and a plan for managing the growth so as to not interfere with placement by paving machine(s), if mechanically installed. 4. The installer's quality control procedures, including but not limited to, dimensional control methods, paving machine(s) head adjustment, typical daily work schedule to insure that all pavers placed on the bedding course on any given day are adjusted as required, cut and compacted, and installation of void filler completed at the end of that workday. 5. Provision for identifying and recording actual daily production and the bundle numbers of pavers used in each day's installation. B. Sampling and Testing The manufacturer shall employ an independent testing company, qualified to undertake tests in accordance with the applicable standards specified herein. Test results shall be provided to the installer and the owner, upon request. Pavers shall be checked for density and dimensional variation, compressive strength (ASTM C 140), density and absorption (ASTM C 140) and abrasion resistance (ASTM C418). 1. The initial testing frequency shall be one set of tests for each 100,000 full-sized pavers delivered to the site or at any time a change in the manufacturing process, mix design, cement, aggregate or other material occurs. 2. The following number of full-sized pavers shall be randomly sampled for each test: five (5) for dimensional variation; three (3) for density and absorption; three (3) for compressive strength; and three (3) for abrasion resistance. 3. If all pavers tested pass all requirements for a sequence of 400,000 pavers, and then the testing frequency may be relaxed to one set of tests for each 200,000 full-sized pavers. If any pavers fail any of the required tests, then the testing frequency shall revert to the initial testing frequency. 4. When any of the individual test results fail to meet the specified requirements, the cluster of pavers represented by that test sample shall be rejected. The manufacturer shall provide additional testing from both before and after the rejected test sample to determine the sequence of the paver production run that should be considered unacceptable. 5. Additional testing, as described above, shall be carried out at no additional expense to the owner. The sequence of pavers found to be defective shall, if they have been delivered to the site, be removed from the site promptly at no expense to the owner or installer. 4 6. Pavers shall be sound and free from defects that would interfere with the proper placing of the pavers or impair the strength or performance of the construction. C. Method Statement The installer and manufacturer shall prepare a Method Statement descrihinu, the overall plan to complete the work. This plan shall include at a minimum: I. The quality control plan. 2. A description of the anticipated mold life, rate and effect of mold wear on pavers produced, individual mold runs, and a mold rotation plan. 3. Clear diagrams showing the proposed starting point f theinstallation, the proposed direction of installation, progress basis, and the dimensional controls to be used to maintain specified joint width and straight joint lines. 4. A method of measuring the clusters at the factory and in the field. 5. A description of the anticipated growth in cluster size due to mold wear and a plan for dealing with that growth or other dimensional variances. 6. A description and the personnel and equipment to be employed for each portion of the work including manufacture, installation and quality control. 7. The manufacturer's proposed production rate and mold life for this project and supply data demonstrating experience on similar past projects. Installer shall state the proposed installation rate. 8. The installer's intention to machine -lay or hand -lay the pavers and provide qualifying experience to date for the appropriate method of proposed installation. D. Qualifications Every manufacturer and installer shall demonstrate that they have supplied and/or installed ecological permeable pavers for projects of a similar nature and size. The installer shall complete and submit the Paver Installation History Form with their sealed bid, without exception. No bid shall be considered where the installer does not meet the minimum experience requirements, as determined by the accuracy of the information provided in the Paver Installation History Form. 5 Paver Manufacturer's Qualifications 1. The manufacturer shall demonstrate a minimum of 5 years successful experience in the manufacture of interlocking concrete block pavers. 2. The manufacturer shall have sufficient production capacity and established quality control procedures to produce, transport, and deliver the required number of pavers with the quality specified, without causing a delay to the work. 3. The manufacturer shall have suitably experienced personnel and a management capability sufficient to produce the number of quality pavers as depicted on the contract drawings and as specified herein. Paver Installer's Qualifications I. Paver installers shall be required to provide their installation history, including references in writing with contact information for a minimum of 100,000 sf in total of ecological permeable pavers installed. 2. The installer shall have suitably experienced personnel and a management capability sufficient to execute the work shown on the contract drawings and specified herein. 3. The installer's foreman shall demonstrate, including references, a minimum of 5 years experience in the installation of unit paver systems similar in size and nature to this project. 4. Contractor must demonstrate in writing if the mechanical installation utilized (as referenced in past projects) is similar in scope to the work being bid. 1.07 DELIVERY, STORAGE AND HANDLING 1. Concrete paving stones shall be delivered to the site, in a banded condition, with or without pallets, in such a way that no damage occurs to the product during hauling and unloading. 2. All pavers shall be delivered to the site in approximately the chronological order in which they were manufactured. They shall be staged on site, as per the method statement. 6 3. Each bundle of pavers shall be marked with a weather-proof tag identifying at a minimum the manufacturer, the date of manufacture, the mold number, the project name and phase for which the pavers were manufactured and the sequential bundle number. Rev. 1 /7/09 BIO -AQUIFER STORM SYSTEM Specifications for Construction PART 2 — PRODUCTS 2.01 ECOLOGICAL PERMEABLE PAVERS — Aqua -Brit Type 1, Aqua-Bric IV, Aqua-Bricloc, Aqua-Bric Ashlar A. All interlocking paving stones shall comply with the quality specifications for solid concrete interlocking paving units as required per ASTM C 936. 1. ADA Compliance: Paver shall be ADA compliant, having joint and void separation not to exceed 15 mm. 2. Chamfer: Approved paver shall have 2 mm chamfer. Top of chamfer to top of chamfer measurement on adjacent paver not to exceed 15 mm. 3. Void Ratio: Paver shall contain void opening minimum of 5% void ratio. 4. Portland cement: Conform to ASTM C 150. 5. Aggregates: Conform to ASTM C 33 for normal weight concrete aggregate (no expanded shale or lightweight aggregate) except that grading requirements shall not necessarily apply. 6. Water: Clean and free from any deleterious matter. 7. Other Constituents: Air -entraining admixtures, integral water repellents and finely ground silica shall have a proven record of performance and shall conform to the applicable and corresponding ASTM standards. 8. Compressive Strength: At the time of delivery to the work site, the average compressive strength of the pavers shall not be less than 8,000 psi, with no individual unit less than 7,200 psi. Testing procedures shall be in accordance with ASTM C 140 specifications. 9. Absorption: The average absorption shall not be greater than five percent (5%), with no individual unit result greater than seven percent (7%) per ASTM C 140 specifications. 8 10. Resistance to Freezing and Thawing: The manufacturer shall satisfy the purchaser by laboratory testing that the paving units have adequate resistance to freezing and thawing per ASTM C 67-83 specifications. The specimens shall have no breakage and not greater than one percent (1%) loss in dry weight of any individual unit when subjected to 50 cycles of freezing and thawing. 11. Dimensional Tolerances: Pavers shall be prismatic in plan and formed with straight, uniform edges. The tolerance for the flat portions of the sides shall not exceed 1/32" as measured with a steel straight edge. "Slumped" pavers exceeding this tolerance will be rejected. The length, width and thickness of the paving stones shall meet the allowable tolerances specified in ASTM C 936. 12. Color: Monochromatic colors from standard range of colors and/or natural gray. 13. Mold Life. No paver shall be used for this project which has been manufactured in a mold that exceeds the mold life specified in the Method Statement, without written approval of the installer and owner. 14. Mold Measurement: The measurement across a cluster for any mold shall not increase more than 1/2" for the entirety of the use of the mold for this project. 15. Deicer: The use of deicer on the pavers shall not void the manufacturer's warranty. 2.02 VISUAL INSPECTION All units shall be sound and free of defects that would interfere with the proper placing of the unit or impair the strength or permanence of the construction. Minor cracks incidental to the usual methods of manufacture, or minor chipping resulting from customary methods of handling in shipment, delivery and installation, shall not be deemed grounds for rejection. 2.03 AGGREGATE MATERIALS A. Bedding Course Aggregate The bedding course and void filler aggregate shall be free of organics and soluble salts, or other contaminants likely to cause efflorescence. The grading requirement shall be in compliance with the following gradation chart. This material will be crusher run and washed. 0 ASTM Sieve Size Percent Passing (by weight) 1/2 inch 100-100 3/8 inch 94-100 '/4 inch 39-94 No. 4 23-39 No. 8 8-23 No. 16 0 - g B. Base Course Aggregate: The base course aggregate shall consist of open -graded stone and meet the following gradation chart. This material will be crusher run and washed. ASTM Sieve Size Percent Passing (bv weight) 1-1/2 inch 100— 100 1 inch 90— 100 3/4 inch 48-90 %z inch 27-48 '/4 inch 12-27 No. 4 0- 12 C. Sub -Base Course Aggregate: The sub -base course aggregate shall consist of open -graded stone and meet the following gradation chart. This material will be crusher run. ASTM Sieve Size Percent Passing (by weir 4 inch 100-100 E Rev .1 /7/09 BIO -AQUIFER STORM SYSTEM Specifications for Construction PART 3 — EXECUTION 3.01 — SUBGRADE The installer shall verify that the subgrade has been shaped and compacted in conformance to the lines, grades and cross-sections shown on the plans, to provide for the construction of the Bio -Aquifer Storm System pavement structure. Site grades can be raised to the design subgrade elevation using clean native earth fill (free of deleterious material). This fill should be placed in lifts not exceeding six inches (6") and compacted to a minimum of ninety-five percent (95%) Standard Proctor density. The final subgrade profile should be uniformly compacted to a minimum of ninety-eight percent (98%) Standard Proctor density and proof -rolled to delineate soft areas. Removing the unstable soil and replacing with clean, dry compacted earth fill shall be performed to repair these areas. The requirements to include sub -drains in the pavement design would depend on the subgrade soil conditions. It is recommended that an experienced, qualified geotechnical engineer determine the requirements for sub -drains. if required. the sub -drain pipe shall consist of a four -inch (4") diameter PVC perforated pipe. The pipe would be placed at subgrade elevation and surrounded with a minimum of four inches (4") of approved open -graded stone. The sub -drain shall drain into a catch basin or other frost -free positive outlet. 3.02 — PLACEMENT OF SUB -BASE COURSE The thickness of the sub -base course layer will depend upon the subgrade soil conditions and the anticipated traffic loadings. It is recommended that a site assessment be carried out by an experienced, qualified geotechnical engineer to determine the requirements of the base course. The sub -base course shall consist of a minimum thickness of twelve inches (12") and be compacted using a vibratory 15 ton smooth -drum roller. It shall be installed in lifts not to exceed twelve inches (12"). Upon completion of the sub -base course installation, the area shall be proof -rolled using a heavy rubber - tired vehicle (such as a loaded tandem truck) to identify any areas requiring additional compaction. The sub -base course shall be installed to the elevation and cross-section per the plan documents. 3.03 — PLACEMENT OF BASE COURSE 12 The base course shall consist of a thickness of 2"-3", (not to exceed 4"), placed in one lift, and be compacted using a vibratory 15 ton smooth -drum roller. The base course shall be installed to the elevation and cross-section per the plan documents (+/- 1/4"). 3.04 — PLACEMENT OF BEDDING COURSE The bedding course shall be spread loose in a uniform layer to provide a depth after paver compaction of the paving units of 1"-2". The contractor shall screed the bedding course using either an approved mechanical screed apparatus or by the use of screed guides and boards. The screeded bedding aggregate shall not be subjected to any traffic by either mechanical equipment or pedestrian use prior to the installation of the paver units. The voids left after the removal of the screed rails shall be filled with loose aggregate as the paver bedding course proceeds. The setting bed material should not be compacted until the pavers are installed and then compacted. 3.05 — PLACEMENT OF ECOLOGICAL PERMEABLE PAVERS All edge restraints shall be constructed as shown on the plans and in place prior to the installation of the pavers and base course. Poured -in-place concrete curbs are recommended for the Bio -Aquifer Storm System. The pavers shall be installed in approximately the order in which they were manufactured. No cluster shall be installed next to a cluster that was manufactured more than 1,000 cycles before or after. Lay pavers in the pattern as shown on the drawings. Lay pavers away from the existing laying face or edge restraint in such a manner as to ensure that the pattern remains square and straight. Chalk lines shall be used upon the bedding course to maintain straight joint lines. Joint spacing between pavers shall be between 1/8" and '/4"; however, the joint width may need to be increased to 3/8" (if necessary) to maintain straight joint lines. Lines and grades shown on the plans shall be established and maintained during the installation of the ecological permeable pavers. Pavers shall be cut using a masonry saw. Block splitting shall not be permitted. All cut faces shall be vertical. Dry cutting of the pavers shall be performed utilizing a dust collection system. If wet cutting method used, paver surface must be washed while still wet to remove cement dust and slurry. Once the pavers have been placed upon the bedding course and all cut pavers have been inserted to provide a full and complete surface, inspect the pavers for damaged units and remove and replace those units. Once all pattern lines have been straightened, initially compact the pavers and then place void filler into the 13 paver openings to the top of the chamfer on the pavers and the surface swept broom clean. The pavement surface shall be compacted to achieve consolidation of the bedding course and paving stones and brought to design levels and profiles by two passes of a suitable plate compactor. Compaction of the pavers shall be accomplished by the use of a vibratory plate compactor capable of a minimum of 5,000 pounds of compaction force. No compaction shall be permitted within five feet (5') of unrestrained edges of the pavement. On completion of vibration after void filling, after compaction, inspect the pavers for damaged units and remove and replace those units. The surface tolerances shall be plus or minus %" from finish levels and the pavers shall be flush to '/," above edge restraints. Additional void filler material shall be swept in the paver voids to within '/4" from the bottom of the chamfer on the paving stones. Upon completion, the wearing course surface shall be swept clean of all excess materials. Remove from the site all surplus materials, equipment and debris resulting from these operations. Rev. 1 /7/09 14 811 -,a'rr.uxxt Ir .-MHEE xars ECE,,AfENS NKr,—K CIEVATIOPS UKESS O'KRI9 NOTED 1 ONSIE Sl— SEK. -1 BE O'.NE0 KD 3 EMSTTN4 U�Tty LCCXTIOPTS YK PC S NK QPPRO rgA7E r OfTol�l (E"M."t5.00 SL N%KXZC'M' ' 'K EMC I�SMG UITI�TTES Uf�,Il VR " IM -Oft �— BE ITEI. —,'(D -TEA 10 CONS—TTON C NOD WW' S MI"'G M E.CAIA-C TO MI -A .�M UO LOC.R OF I Ll— axOR 1 CON "'UC. -ON S ROOT OP... 'CE "I 'C' K 'MEe. C'-(" PF ON or (ECO a. OC.,ED Al I -C wqR C -ON 0 W.SS c —Ttl PC, ELFIATION fta -". 0.'-1 lCm. TO, X31 93. KO K� ITC TOP 0" .01 1�`.A. TE.' ID Wl C KS i.KA N.4 0 w IV,AI City of Whatf,1d]e COMMUNITY DEVELOPMENT Wheat Ridge Community Development Department PRE -APPLICATION MEETING SUMMARY Meeting Date: March 20, 2014 Applicant/attendees: Seun Phommatha, Property Owner 303-875-3819 seunph X,,mail.com Anchen Wang, Architect anchen wanggyahoo com Attending Staff: Meredith Reckert — Senior Planner Lauren Mikulak — Planner 11 Wade Sanner — Planner I Dave Brossman — Development Review Engineer Specific Site Location: 3775 Benton Street Existing Zoning: Mixed Use -Neighborhood (MU -N) Existing Comp. Plan: Main Street Corridor; Neighborhood Existing Site Conditions: The property is located on the west side of Benton Street, one lot south of W. 38`h Avenue at 3775 Benton Street. The property was rezoned to Mixed Use -Neighborhood (MU -N) in January 2013. Surrounding properties have a variety of land uses and zoning designations. To the south, east, and west are residential lots zoned Residential -One A (R -IA). Residential -One B (R-1 B), and Residential - Three (R-3). Immediately to the north is an Advance Auto Parts store; this property is also zoned MU -N. The subject property is currently a vacant, grassy lot. Based on Jefferson County Assessor records, the lot is 6.580 square feet in size (0.15 acres). Applicant/Owner Preliminary Proposal: The applicant is proposing to develop the parcel with a three-story triplex. The design reflects a more modern architectural aesthetic and includes ground level garages and rooftop decks. Will a neighborhood meeting need to be held prior to application submittal? No, a neighborhood meeting is not required. Planning comments: The following items were discussed based on the applicant's proposal: Zoning & Use The property is zoned Mixed Use -Neighborhood (MU -N), a zone district that encourages medium density mixed use development. In addition to residential and civic uses, it allows for a limited range of neighborhood -serving commercial and retail uses. Multi -family development is permitted in the MU -N zone district. The maximum number of units permitted on the property is three (3). This is determined by the City's overall density cap of 21 units per acre which is established in the City Charter. As a triplex, the structure is considered a multifamily dwelling which triggers additional buffering and drainage requirements. See the development standards and drainage sections below. Site Plan Review All new development in a mixed use zone district is subject to a Site Plan review. This process entails administrative review by staff to ensure compliance with the mixed use development standards. No public hearings are required. This process is further described below. Development Standards The MU -N development standards are located in Article XI of Chapter 26. Below is a summary of applicable standards; please refer to the code for more detailed information. • Section 26-1104: Maximum building height is 35 feet. This maximum is established in the City Charter (Sec. 5-.10.1). Only non -occupiable space (such as mechanical equipment) may exceed this height. Height is measured from the average elevation of the finished grade of the building to the highest point for a flat roof. • Section 26-1105: The setback requirements are as follows: - East: 0 to 12 -foot build -to requirement - North: 0 -foot minimum - West: 15 -foot minimum - South: 15 -foot minimum The west and south setbacks are based on a building height of 3 stories and adjacency to single- or two-family residential uses. These 15 -foot setbacks must be landscaped per section 26-1106.H.1. This is a requirement that was clarified after the pre -application meeting. Section 26-1106: Building design must be of finished architectural quality with change in color, texture, and depth. Primary building materials may include brick, stone, architectural pre -cast concrete, synthetic brick or masonry, hard coat stucco, integral textured colored concrete block, terra-cotta, and architectural metal panels. When you submit the site plan application, please identify each material shown in the building elevations. Transparency requirements do not apply to residential uses. • Section 26-1106.H: Upper -story stepbacks apply to the south and west facades and require that the third story be set back 5 feet from the vertical plane of the story below. Terraces and 2 unenclosed balconies may extend up to eight (8) feet into the required upper level stepback area. • Section 26-1109: The minimum off-street parking requirement is 1 space per unit; the maximum is 2.5 spaces per unit. • Section 26-1110: The open space requirement is 15% of the lot area. At least 35% of the required open space must be living material, including trees. At least 75% must be usable open space, such as courtyards or outdoor dining areas. Storm water detention areas may be counted toward usable open space if properly designed. As requested, attached is the Streetscape Design Manual. The requirements of this document do not apply to the development, but the appendix includes a list of recommended plant species. A landscape plan is a required component of the site plan application. Please identify which spaces are being classified as landscaping, including living and usable. Parkland Dedication All new residential development is subject to parkland dedication, based on the number of new units/residents generated. Where land is not available to dedicate, a fee in lieu is required. The fee is paid prior to building permit issuance. These regulations are currently in the process of being updated and staff hopes to be able to provide a fee in lieu amount by the time the site plan is approved. Building Division comments: The building division was not present and has no comments at this time. A building permit application may be submitted after site plan review is complete. Public Works comments: The following items were discussed based on the applicant's proposal: Drainage The subject property is specifically excluded from the drainage report and storm water pond associated with the Advance Auto property to the north. Because the proposal includes three dwelling units, the property is classified as multifamily in the city's Site Drainage Requirements and will require water quality and full flood attenuation. A drainage report should be submitted with the site plan application. It will need to be in approvable format prior to issuance of a building permit. Please contact Dave Brossman, Development Review Engineer, or refer to the City's Development Review webpage where the Site Drainage Requirements are available for download: http://www.ci.wheatridize.co.us/64/Development-Review. Streetscape Benton is a local street and the frontage along the subject property already has curb, gutter, and sidewalk. There is no requirement for public improvements along the street. Process This request requires a site plan review to ensure compliance with all zoning and design standards. The site plan review is an administrative process. The first step began with the pre -application meeting on March 20. 3 Site Plan Review The next step in the process is to submit a complete application including a site plan, landscape plan, and building elevations; refer to the attached site plan checklist. Please make an appointment with a planner to submit the application. Upon receipt of a complete application, the submitted documents will be reviewed by the case manager. The staff planner will send the application to outside service agencies (Xcel Energy, water district, fire district, etc.) and other City agencies (Public Works, Economic Development, etc.) for review. This referral period is 15 days long and allows time for agencies to comment on the application. After all comments have been received, the case manager will forward those to the applicant. Comments will address any areas of concerns. Modifications to the application may be required as a result of these comments. The applicant must address all comments and resubmit the relevant documents and drawings. Once all comments and requirements have been met, the case manager will refer the site plan application to the Community Development Director for final approval. A copy of the approved site plan will be kept on file at the Community Development Department. Building Permit Approval of the site plan application does not mean that a building permit has been issued. Once site plan approval is attained, the applicant may submit a building permit application to the Building Division. Please refer to the Building Division's permit submittal checklist for new multifamily construction: http•//www ci wheatridge co us/1068/Permit-Submittal-Information. Attachments: Public Works comment letter; site plan checklist; Streetscape Design Manual Phone Numbers Meredith Reckert — Senior Planner 303-235-2848 Lauren Mikulak — Planner 11 303-235-2845 Wade Sanner— Planner I 303-235-2849 John Schumacher — Chief Building Official 303-235-2853 Dave Brossman — Development Review Engineer 303-235-2864 Mark Westberg — Projects Supervisor 303-235-2863 4 Pre -App Data Form �Pream*b: .lAPa714 5_. c� C�I E3 PreappDate: � 3.r20/2?14 ar cc t' 11 + 523 of 523 Unfiltered Search CITY OF WHEAT RIDGE 83/20/14 3:47 PM edba Dumindu $ Seun Realt RECEIPT NO:CDA009717 AMOUNT FMSD ZONING APPLICATION F 200.00 ZONE PAYMENT RECEIVED AMOUNT CK 1081 200.00 TOTAL 200.00 CO z vJ W 7 0 50 ggg83 �8� 2 89 1 2 F5 F5 ate' � s r IIIIII ����lii 11 ,1 �Illllli 1 _ 1111111 nnIBB ". TIki IIII I __ _ a � s s OWNER'S CERTIFICATE: THE UNDERSIGNED OWNERS. OWNERS OF REAL PROPERTY CONTAINING 0.87 ACRES DESCRIBED AS FOLLOWS: LOTS 13 AND 14, AND THE NORTH 10.00 FEET OF LOT 1 CASE SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO EXCEPT T.A PORTION OF SUBJECT PROPERTY DEED TO THE CITY OF WHEAT RIDGE IN INSTRUMENT RECORDED APRIL 9. 1991. UNDER RECEPTION ND. 91029079. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: HYDRANT, STORM WATER SYSTEMS AND PIPES, DETENTION PONDS. ANAALL TEN//ANCCES THERETO. BTS AA da COLORADO LIMITED LIABILITY COMPANY, CHIEF0PERAMNS OFFICER OF STS BENTON AA LLC. A C3LORADO LIMITED LIABILITY COMPANY, ON BEHALF OF SUCH LIMITED LIABILITY CCNPANY. STATE OF COLORADO ) I SS COUNTY OF JEFFERSON) T FIXE I NST ' NAS ACKON020LEC D BBYFORE E � ! �M WITNESS MY IIA ND _F IAL SEAL. M MISS As�MTtiN EXPIRES: �t't On NOTARY -PUBLIC MUse + ALAN 0. LA VICE -PAESI FOURTH 6 MAIN CO. ON BEHALF OF SUCH COMPANY STATE OF COLORADO COUNTY OF ARAPAHOE ) TFE -FOREGOING IN TPUN T MAS ACKNOMLED EO BEFORE M N A AY OF A.D. BV SS MY N A%AL SE .H,; SIGN EXPIRES:+%" 2i TERESA \`0 � ANDERSONI a l KORTZ FAMILY, LLLP, A LIMITED IT TED PARTNERSHIP DF OOPE V-41 ABLE KORT O GENERAL PART RV� KORTZ FAMILY, LLLP. A LIMITED LIABILITY LIMITED PARTNERSHIP ON BEHALF OF SUCH LIMITED LIABILITY LIMITED PARTNERSHIP. STATE OF COLORADO SS (DIIMTY OF AMPAMOE I aY i �Uf-F_OREGOI I TR T MAS ACKNOI BEH RIY�NE Ay W A.O. 20 BY 55 MY HA AND iL SEAL. M Ks P RE 1 ANDE.SON NOTARY LIC QY' �OF COVO SURVEYOR'S STATEMENT: I, M. DOUGLAS MOOS, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF CADENCE SUBOIVISON, WAS MADE BY HE OR UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO ST CURRENT REVISED EDITION AS AMENDED. THE ACC ACCURATELY fEPRE NT6 SAI SURVEY G_ f G ZO� AS i AND HALF Of AMERICAN M LAND YI A CO CORPORATION 29 5 4TH AVE.. BRIGHTON. C'U 80601 PH: 303 - 659 - 1532 FX. 1/76 -0575 PLAN OMMISSI TIFICAT td. OVED T S OF BY AT AI PLANK COMMI .A; E -w // o° CADENCE SUBDIVISION AMENDMENT NO. 1 A Resubdivison of Lots 12. 13, and 14, Case Subdivison, Located in the Northeast 1/4 of Section 25, Township 3 South, Range 69 West of the 6th P.M., City of Wheat Ridge, County of Jefferson, State of Colorado. Sheet 1 of i N89'59'58"E 2648.13' BASIS OF BEARINGS: THE NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 25 -----___�-- _x'^_00---------- i ------ 662.58'VA -____ ViMS 7}iAVENUE y POINT OF COMMENCEMENT RTHMEST CO NEA O° H . NORTHEAST 1/4 t)F SECTION 25, 16 NOT A T CORNER OF C ON POS OUNO ALUM INUU PIPE IT. in 0 25. FOUND ALUMINUM PIPE MITH 3 1/4' BRASS CAP LS 13212 Q FOLNO RK NAIL Y 3 1/4" BRASS CAP LS 13212 BRASS WASHER RD 34 �I� N RANG BOX IN RA OX BpVrH BO 01'28' EAST, 10EXCEPTED PORTION 1EC— W1098078 I / N89'59 '58' 140. I� 4.24IRnlFrC.rt ufer+WY POINT OF BEGINNING ' 4 F 33W WY OF AMENDED PLAT: I Fouo PK "AIL W TH t BRASS 45NEA RLS 34960, K NAL K H THE PURPOSE OF THIS AMENDED PLAT IS TO REMOVE THE I SOOT+ 68'11gg 0B' EAST, I 545'11' 39'E 14. 19' BRAGS KA91ER p, 9 IS"IN , 1 LABEL OF 'PROPOSED LOT LINE' FROM THE LOT LINE 7' OF P041T CN 2 OF O9'14'O7'ON 57, BETWEEN LOTS 1 AND 2. I 10' X 40' I 1 L J UTILTIY 058729JaT p"Ir} IRC.. 7805!729 LEGEND: I I 0 FOUND 1/2' RESAA MITH YELLOW CAP PLS 372 1 I Is FOUND 5/8' REBAR MITH YELLOW CAP PLS 475 O FOUND 1/2' REBAR MITH NO CAP I 1 PARCEL NO. • FOUND 5/8' RESAR WITH OBLITERATED YELLOW CAP 0 FOUND PK NAIL WITH BRASS MASHER PLS 34980 1 G FOUND 5/8' AEBAR MITH 1 1/2' ALUMINUM CAP PLS 16837 0 FOUND 1' IRON PIPE I • SET 5/8' X 24' AEBAA MITH RED CAP PLS 27269 .. 1 • SET PLUS WITH 1 1/2' STAINLESS STEEL MASHER PLS 27269 I EXISTING LOT LLHE •�cr 31, 549 SD. F7, I ZONED: C-1 GENERAL NOTE&I WTIBASIS OF :I 1 2CUED C ; SECTION 25 ATM04SMIP 3THE N�7HHLIRA� 69 WESSTT OFF THETHE NTHEAST �i N Stn P.N. IN Jt COUNTY. STATE OF COLORADO. BEARS NORTH a9'59'5B' EAST PER CITY OF WHEAT RIDGE DATUM AS ( /1f 1 I Z MOIAAEON NTED HEREWITH ALL BEARINGS CONTAINED HER -IN ��Ul�1y1JJ! RELATIVE THERETO.` �a i Lor N 1 LOTft 1 2) ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES Z ANY PUBLIC LAND SURVEY MONUMENT DR LAND BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PWSIMNT'O STATE STATUTE 18-4-508, C.R.S. 3) CERTIFICATION DEFINED: THE USE OF THE WORD 'CERTIFY' OR CERTIFICATION' BY A REGISTERED PROFESSIONAL LAND SURVEYDR, IN THE PRACTICE OF LAND SURVEYING. CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OF FINDINGS WHICH ARE SUBJECT OFTHE CERTIFICATION. AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE. EITHER EXPRESS OR IMPLIED. 4) ACCORDING TO COLORADO LAM YOU MUST COMMENCE ANY LEGAL ACTIONS BASED UPON A DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED WON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 5) ME ARICAN WEST LAND SURVEYING` A COLORADO CORPORATION, AND/ OR M. DOUGLAS NODS ARE OL LIABLE FOR THE COST OF THE SURVEY AND OW TO THE PAYING CLIENT AND USE OF THIS INSTRUMENT CONSTITUTES AGREEMENT BY THE CLIENT TO THE TERMS HEREON. COUNTY CLERK AND RECORDERS CERTIFICATE: STATE OF COLORADO j SS COUNn OF JEFFERSON I HEREBY CERTIFY THAT THIS PUT WAS FILED IN THE OFFICE OF THE COUNTY CLERK ANO C• FERSOHLCOI ON AT G N. COL AT 0'CL -M. ON THE DAY OF A ON NO 90 JEF ON -0. (AND RECORDER•gp, 8Y: Amnlim CL tri Q in i0 I O1I PRE EKIBTING LOT LINE I `OTS 13 AND 14 . CASE SU SHOWN i FOR NFORMATIONAL PARSOES ONLY I I W 1 AT )2 Iv eINWM, E.� 146 s� I I i 1 I a � s N I NB9'48'17'E 134.01' oX W6.580 Sfi' ?7. ,/_ ZONED C-1 .. IDTf ZONED: C -I M—OR—RM 10' OP WT It -.Ir •o — — --- — — jn Uf7LITY BASGeF]17 419, PAGE 190 S89'48'17'W 125.00' CITY CERTIFICATION: m" "�M.AT APPROVED THIS uCd DAY OF AtArv"ST G>�bG� BY THE V Isrml CITY OF WHEAT -MW. ATTEST Cl Y MAY lilts 20NE0: C-1 1 DL. :T P 'k C Nl *v DEY OPMEN J DIRECTOR GFtpUULIL M K„ IM1jrW 00229'EAST. 0.' 1.OT tp ZONED: R-3 Ivl FOUR 1' PI NORTHEAST CORNER OF LOT 9 0 I at NORTHEASTT I T B �I$ FOUND 1' P �� SOUTHEAST CORNER OF T VICINITY MAP N.T.S. PAIMOi NO. �. sm,4"W r FAICKANX I� / 049140= GRAPHIC SCALE 1'20' 0 20 40 60 /� M9 -O6 -03 16'E 10.00'1— &% �-9 L!Co,, 141•M PO 010 0=1 P 80s1188.18tTSol M 080&C 0 A ResubdlVison of Lots 12, 13, and 14. Case Subdivision. Located in the Northeast 1/A of Section 25, Township 3 South, Range 69 West of the 6th P.M.,. itV Of Wheat Ridge, County of Jefferson, State of Colorado SCALE 1' - 20' DATE: MARCH B. 2006 CLIENT: CK ARCH. gaLwLer Dw ICHECKEI)Y: MDIS JOB N0: AM REVISION AT AT ITY COMMENTS 4-10-00 MOV -PROPOSED 70T LINE' 7- -