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WSP-12-02
T N 0 `V ~ a W v �w C� 0 �CY =Q �w O ry _N A v V 7 w VA � w 1 v d 'Q > iw XIF 0 LO Ui d' 0 w Ln N Ln TT U l 00 z I 10 Z Ig I I� I u J I� ::�� -------------------- I = N a.3 ir U a� Fom tp W2 N3lIVMl,�MO1�V2l1 ,SS 0 S� N O S o- f-- pi l L T U aN r� — a S� N O S o- f-- pi l L T 1 W 4 V City of ]��r'X)Vh6atl "Ji ge The Green Herb Site Plan for the proposed development on property at 4565 Kipling Street (Case No. WSP-12-02 / Green Herb) is hereby approved for the following reason: 1. The Site Plan complies with zoning regulations in Chapter 26 of the Wheat Ridge Code of Laws. 2. The site and architectural designs comply with the applicable standards of the r-chitectur°cal and Site Design Manual, V I- t L t t I- LL n tene4, thohnst e AICP That _ 7111 11 v v iCP m Community Dev lopment Director PART OF THE C E%?, E %, f�� �%, t 7 l _l(/ C .; A4 SOU AND EA5T ELEVATIONS i— �� /� 6th I CITY OF Z WHEAT CL LLJ CD L RIDGE. c) 0 _- OF `— COLORADO .M.. t'1 h— CD l( U � as CJ z� w Li R' d Ce i, pt 111 ARCHITECT 1 1 BUILDER ARCH FORM, L,L,C FARL.EY LOZOWICK UPPER BEAR CREEK RD EVERGREEN, CO 80439 (303) 674 -5951 CIVIL_ ENGIN EERING Sty EE... wt' N1EP ENGINEERING I-IIGHPONT ENGINL:ERIN � � �� w ": „'.; : "a . � `' _�I "I' ��I��/. GIVEN AND ASSOC. INC. JOHN THOMPKINS Rk3[ e .RD BOONE J(=FF A. GIVEN 12567 WEST CEDAR DR. SUITE 4102 790 , .�.5 V'dAY 7355. XENON CT, 9201 LAKEWOOD, CO 80228 (720)837 -0648 ''T — LAKEWOOD. CO 80228 =" (103) 716 -1270 VICINI I"Y VIN" S 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 crecte a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section,,,�ZI5 -121 of the Wheat Ridge Code of Laws. ignature' Owner(s) or Agent(s) State of Colorado ) SS County of Jefferson ) The foregoing instrument was acknowledged before me this sue«/ Day of .'� tz�u A.D. 20_x_3 Witness m hand and official �a y commission expires: Notary Public INDEX Or SHEETS C L-LJ ;WD _EAM_SCA PE PLANS O A4 SOU AND EA5T ELEVATIONS 17 A5 NORTH A WEST ELE VATIONS ( != Z U CL LLJ CD APPLICABLE CODES: 2006 INTERNATIONAL BUILDING CODE AMENDMENTS •2006 INTERNATIONAL MECHANICAL CODE AMENDMENTS 2006 INTERNATIONAL PLUMBING CODE AMENDMENTS •2006 INTERNATIONAL ENERGY CONSERVATION CODE AMENDMENTS 2006 INTERNATIONAL RESIDENTIAL CODE AMENDMENTS •2006 INTERNATIONAL FIRE CODE AMENDMENTS •2006 INTERNATIONAL FUEL GAS CODE AMENDMENTS 2005 NATIONAL ELECTRICAL CODE 2003 INTERNATIONAL PROPERTY MAINTENANCE CODE AMENDMENTS NFPA 99 STANDARDS FOR HEALTH CARE FACILITIES, 2005 EDITION UNIFORM CODE FOR THE ABATEMENT OF DANGEROUS BUILDINGS, 1997 EDITION CITY ORDINANCE OF WHEAT RIDGE: CODIFIED THROUGH ORDINANCE NO. 1504, ADOPTED OCTOBER 24, 201'1, (SUPP. NO. 48) BUILDING AREA SUMMAR GROSS BUILDING AREA: OFFICE AREA: 4,585 SF WAREHOUSE: 3,657 SF CASE HISTORY NO. WSP -12 -02 ZONING COMMERCIAL (C -1) r E' 11FiCATION F r >pr o ec this _ day of$1� - - -,_ by the City of Wheat Ridge. ATTES ;.. Dirlector of Con-mmuni'y Devel 8,24 -2 SF M Ir� i , DRANN BYI DTs piECNFO Bt': Fkdl DUE I ISSlIF. R ECt: � J D AT E _ 8j22/12 (H} REN3t15 10 /i9/I2 DQ RENi50NS_ 10/29/12 DD FOSMS j SNEE CONIBTS: SITEPLAN COVERSHEET ERUCT N6.: I PRUt START DATE. 7/1 2 DRAW N0 j I �1 j i OF 4 SNEETS _ J 0 L-LJ I_� O �— 17 CC) ( != Z U CL LLJ CD L (l c) r' r� L0 C! `— co I '_ Q —L- i , DRANN BYI DTs piECNFO Bt': Fkdl DUE I ISSlIF. R ECt: � J D AT E _ 8j22/12 (H} REN3t15 10 /i9/I2 DQ RENi50NS_ 10/29/12 DD FOSMS j SNEE CONIBTS: SITEPLAN COVERSHEET ERUCT N6.: I PRUt START DATE. 7/1 2 DRAW N0 j I �1 j i OF 4 SNEETS _ J p 111 7 PART OF THE T S, R69W OF THE E E)/2, EY 4, S I L I-- -, NEY _ 21 3 I 6th P.M.. CITY OF WHEAT RIDGE, COUNTY OF JE!F_ERS STATE OF COLORADO NEW 6' HiGH SOLID FEN��E ON N (39'14'42"r 495.50' LI PROPER NE 450,50' SITE PLAN NOTES: LIGHT POLE TURNING RAOy,S MAX 18' = --------- GAS ------- L — — — — — — EXISTING FENCE TO BE � — d — c < 4 ACCESS EAS`MENTl !17 . _:--ji 10 PSCO AND AC r_ -------------------------------------------------------- ----------- ------ ------------------------------------ -------------------------------------- ---------------- - — ---- — ---- — - — - — - — ----- — - — - — - — - -- GAS ---- CAS I CAS J I GAS 2- S 89*14'42"W 495.50' I Iffill ml SITE - PLAN SCALE: 1/16"V-0 " ELECTRIC METER GAS METER WAFER METER PROPERTY LINE EASEMENT SETBACK PROPOSED FENCE OVERHEAD POWER LINE UTILITY POLE WATER LINE SANITARY SEWER LINE — - GAS GAS LINE 7�7 CONCRETE SIDEWALK 2 BIKE SPACES FUTURE 6' SIDEWALK FUTURE 6' AMENITY ZONE/TREE LAWN - Z 30 RIGHT OF WAr RESERVATION LINE f_ FUTURE ROADWAY QUANTITY SITE AREA IS BASED ON NET LOT AREA. SPREAD NET LOT AREA EXCLUDES R.O.W. RESERVATION FOR K)PLING ST. 5' BUILDING SETBACK LINE ZONING: COMMERCIAL (C-1) 1 "1__ GROSS LOT AREA: 44,509.4 SQ. FT, 3 NET LOT AREA = 41,555.3 SQ. FT. 8'-35' 07 6' TALL DUMF STER PARKING 1 STANDARD = 29 ENCLOSURE W / FINISH ADA = 3 (2 STANDARD; 1 VAN) T ,3 AWILHORN, TH N��LLS (CRAT.AEGUS SPP.) BICYCLE = 2 TO MATCH BUILDING 0 N a V. GRO N OFFICE / RETAIL 4,585 SF, 55.6% 1 o Llil i N - V GG Rppuu ' Ts' IQUAKING ASPEN P. TRFMULOIDS) 3-5'_ _ Z 12'-15' 4 PARKING oj 2 35' 60' SPACES WIN APV. GROUND 77 FLOWE;ING DR ASAPPLE (MALUS C` /5. & HYBRIDS: DAVID) BOSTON IVY (PARTHENOCISSUS SPECIES) 12 12' WALK I TOTJ , MULCH: - MULCH TO BE A MINIMUM OF 3" DEPTH IN AREAS PROTECTED LOTA� _ _j u FROM WIND EROSION < 0 m L �1 u)l F t S o L ANDSCAPING LANDSCAPING t I 0 - C) 9 PARKING ''ACES LA I, y " ---------- 1 5 FT. SITE PLAN NOTES: LIGHT POLE TURNING RAOy,S MAX 18' = --------- GAS ------- L — — — — — — EXISTING FENCE TO BE � — d — c < 4 ACCESS EAS`MENTl !17 . _:--ji 10 PSCO AND AC r_ -------------------------------------------------------- ----------- ------ ------------------------------------ -------------------------------------- ---------------- - — ---- — ---- — - — - — - — ----- — - — - — - — - -- GAS ---- CAS I CAS J I GAS 2- S 89*14'42"W 495.50' I Iffill ml SITE - PLAN SCALE: 1/16"V-0 " ELECTRIC METER GAS METER WAFER METER PROPERTY LINE EASEMENT SETBACK PROPOSED FENCE OVERHEAD POWER LINE UTILITY POLE WATER LINE SANITARY SEWER LINE — - GAS GAS LINE 7�7 CONCRETE SIDEWALK 2 BIKE SPACES FUTURE 6' SIDEWALK FUTURE 6' AMENITY ZONE/TREE LAWN - Z 30 RIGHT OF WAr RESERVATION LINE f_ FUTURE ROADWAY 42" HIGH I ALL OFF STREE PARKING SHALL COMPLY WITH SECTION 26-501 OF THE WHEAT RIDGE MUNICIPAL CODE Z, ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 26-503 OF THE WHEAT RIDGE MUNICIPAL CODE 5. ALL SIGNAGE SHALL COMPLY WITH ARTICLE VII OF CHAPTER 26 OF THE WHEAT RIDGE MUNICIPAL CODE. BUILDING AND SITE DESIGN SHALL COMPLY WITH THE ARCHITECTURAL AND SITE DESIGN MANUAL STREEIFSCAPE DESIGN SHALL COMPLY WITH THE STREETSCAPE DESIGN MANUAL A 30 FOOT WIDE STRIP IS RESERVED ALONG THE PROPERTY FRONTAGE FOR FUTURE KIPUNG ST RIGHT-OF-WAY. NO BUILDINGS OR OTHER PERMANENT STRUCTURES WILL BE ALLOWED TO BE CONSTRUCTED IN WITHIN THE RESERVATION AREA. 7. ALL MECHANICAL ROOF TOP EQUIPMENT TO BE SCREENED WITH DEVICE AS TALL AS EQUIPMENT SITE PLAN DATA QUANTITY SITE AREA IS BASED ON NET LOT AREA. SPREAD NET LOT AREA EXCLUDES R.O.W. RESERVATION FOR K)PLING ST. ADDRESS: 4565 KIPLING ST, 2 ZONING: COMMERCIAL (C-1) 1 "1__ GROSS LOT AREA: 44,509.4 SQ. FT, 3 NET LOT AREA = 41,555.3 SQ. FT. 8'-35' 07 - 3'-5' PARKING 1 STANDARD = 29 15*-20' ADA = 3 (2 STANDARD; 1 VAN) T ,3 AWILHORN, TH N��LLS (CRAT.AEGUS SPP.) BICYCLE = 2 15'--20' GROSS FLOOR AREA BY USE N a V. GRO N OFFICE / RETAIL 4,585 SF, 55.6% 1 WAREHOUSE / PRODUCTION 3,657 SF, 44.4% 35'-50' i N - V GG Rppuu ' Ts' IQUAKING ASPEN P. TRFMULOIDS) 3-5'_ _ 30,-40, 12'-15' •3 Ap Y, GROUND Tc lHONEY LOCUST, THORNLESS (GLEDITSIA TRIACANTHUS. INERM!S) 2 35' 60' 35'-40' WIN APV. GROUND 77 FLOWE;ING DR ASAPPLE (MALUS C` /5. & HYBRIDS: DAVID) BOSTON IVY (PARTHENOCISSUS SPECIES) 12 12' WALK I TOTJ , MULCH: - MULCH TO BE A MINIMUM OF 3" DEPTH IN AREAS PROTECTED LOTA� _ _j 99 —2-1- FROM WIND EROSION F t S LA I, y " ED 0 O � 15` x Is SIGHT TRIANGLE 42 HIGH j ENTRY LI MIN. CONC. 24' WIDE DRIVEWAY & FIRE LANE 'POSTED - NO PARKING 24' W. CURBCUT 42" HIGH I ALL OFF STREE PARKING SHALL COMPLY WITH SECTION 26-501 OF THE WHEAT RIDGE MUNICIPAL CODE Z, ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 26-503 OF THE WHEAT RIDGE MUNICIPAL CODE 5. ALL SIGNAGE SHALL COMPLY WITH ARTICLE VII OF CHAPTER 26 OF THE WHEAT RIDGE MUNICIPAL CODE. BUILDING AND SITE DESIGN SHALL COMPLY WITH THE ARCHITECTURAL AND SITE DESIGN MANUAL STREEIFSCAPE DESIGN SHALL COMPLY WITH THE STREETSCAPE DESIGN MANUAL A 30 FOOT WIDE STRIP IS RESERVED ALONG THE PROPERTY FRONTAGE FOR FUTURE KIPUNG ST RIGHT-OF-WAY. NO BUILDINGS OR OTHER PERMANENT STRUCTURES WILL BE ALLOWED TO BE CONSTRUCTED IN WITHIN THE RESERVATION AREA. 7. ALL MECHANICAL ROOF TOP EQUIPMENT TO BE SCREENED WITH DEVICE AS TALL AS EQUIPMENT SITE PLAN DATA QUANTITY SITE AREA IS BASED ON NET LOT AREA. SPREAD NET LOT AREA EXCLUDES R.O.W. RESERVATION FOR K)PLING ST. ADDRESS: 4565 KIPLING ST, 2 ZONING: COMMERCIAL (C-1) 1 "1__ GROSS LOT AREA: 44,509.4 SQ. FT, 3 NET LOT AREA = 41,555.3 SQ. FT. 8'-35' BUILDING COVERAGE = 8,242 SO. FT., 18.5% - 3'-5' PARKING 1 STANDARD = 29 15*-20' ADA = 3 (2 STANDARD; 1 VAN) T ,3 AWILHORN, TH N��LLS (CRAT.AEGUS SPP.) BICYCLE = 2 15'--20' GROSS FLOOR AREA BY USE N a V. GRO N OFFICE / RETAIL 4,585 SF, 55.6% 1 WAREHOUSE / PRODUCTION 3,657 SF, 44.4% 35'-50' 15' X 15 SIGHT TRIANGLE LI j (_n PIR I z Il 0 u LLJ LLJI 7 LI J ! 0 < LLJ N 89 °1 4'42 "E 495.50' 450.50' BARK CHIPS L7 rID 0) ;� i 0 0 IN I IN b 0 a STIER EN FINISH - BIT 7 71 TO �7 ff I Iffl 6 T0. LL D T5 - D "o "(*D 7� 7 FORK LIFT CONCRETE LANDING 84 ks� S5 * �Sn5 tS l,',FB4 T4� t' GRASS 32' WIDE 5,877 SF, ..... .. DRIVE I POSED BUILUINU S5: 8,242 C.S .F. :. :0'16 ....... 2 4 PARKING U4 SPACES C __vvtIN J X� F®R % BA 63i %- IT @ 1 19 PAR KI G SPAC A " A SS KI NG VACE VAACCEJ�! A F" PAP/ING E PACES "x r ig L ------------------------ 45 FT. -LIGHT POLE TURNING RAD I MAX 18' X 24! WIDE DRIVE AISLE & DEDICATED FIRE LANE I-F=l --- --- -- ---------------------------------- ------------------------------------------------------------- --------------------------------------------------------------------- --------- t — GAS I - 1 'GAS GAS 450.50 S 89'14'42"W 4-95.50' LANDSCAPE PLAN - TREE SCHEDULE QUANTITY SYM1101 TREE SPECIES QUANTITY HEIGHT SPREAD7WIEN PLANTED SPREAD WHEN PLANTED Sl SPIREA WHITE VANHOUTTE (SPIRAEA APR) 2 - HEIGHT 4'-8' 1 "1__ BLUE SPRUCE �ICEA JNGENS VAR. GLAUCA CVS 3 15'-80' 8'-35' mill. 6 ft. HT. - 3'-5' kl_A 1 10'-25' 15*-20' 2'-4' T ,3 AWILHORN, TH N��LLS (CRAT.AEGUS SPP.) 2 15'--20' 10'--15 ' N a V. GRO N T4 jMAPLE AUTUMN BLAZE (ACES FREMANII) 1 45'-50' 35'-50' i N - V GG Rppuu ' Ts' IQUAKING ASPEN P. TRFMULOIDS) 3-5'_ _ 30,-40, 12'-15' •3 Ap Y, GROUND Tc lHONEY LOCUST, THORNLESS (GLEDITSIA TRIACANTHUS. INERM!S) 2 35' 60' 35'-40' WIN APV. GROUND 77 FLOWE;ING DR ASAPPLE (MALUS C` /5. & HYBRIDS: DAVID) BOSTON IVY (PARTHENOCISSUS SPECIES) 12 12' ujN, 2" CIA TOTJ , MULCH: - MULCH TO BE A MINIMUM OF 3" DEPTH IN AREAS PROTECTED LOTA� _ _j 99 —2-1- FROM WIND LANDSCAPE PLAN - SHRUB SCHEDULE SYMBOL SHRUB SPECIES QUANTITY LEGEND: SPREAD WHEN PLANTED Sl SPIREA WHITE VANHOUTTE (SPIRAEA APR) 2 - HEIGHT 4'-8' 4'- 8' — 5 GALLON S2 SPIREA BLUE MIST (CARYOPTERIS) 7 3' -5 - 3'-5' 5 GALLON S3 SPIREA RED ROSE ANTHONY WATERER (SPIRAEA SEP) IS 2'-4' 2'--4' 5 GALLON S4 ALTHEA ROSE OF SHARRON (HIBISCUS SYRIACUS) 18 (97) 61-81 5 GALLON S5 DWARF RUSSIAN ALMOND (PRUNUS TENELLA) 18 3-5'_ _ 3'- S'_ 5 GALLON S7 MORMON TEA (E. VIRIDIS) 25 3'-6' 3' -6' 5 GALLON SANITARY SEWER LINE BOSTON IVY (PARTHENOCISSUS SPECIES) 17 LENGTH: 30'-5V 1 1 GALLON GAS LINE MULCH: - MULCH TO BE A MINIMUM OF 3" DEPTH IN AREAS PROTECTED LOTA� _ _j 99 —2-1- FROM WIND EROSION — — — — — — — — — -- — — ---- — --- — — — — — -- — — — — I — —" — — — — — — FORK LIFT CONCRtTE_LA_ LANDSCAPING NDI I — — — I ��� < / / ��L _ c�� /!/ L�� �. � /�! /I //J ,� /.fl e """". PATIO LANDSCAPING SPACE S A ARACE A �Ak M ] 19 PARKING IACES _4_6� MIM I A NIQ A IN SCAI_F: 1/ . SPACE 11 1 , ----------- -------------------- 42' HIGH — — — — — — GAS LANDSCAPE NOTES: LANIJZ5UAHL UAIA LEGEND: SITE DATA IS BASE ON NET LOT AREA 01 ELECTRIC METER 1. ALL LANDSCAPING SHALL COMPLY WITH SECTION 26-502 NET LOT AREA: 41,555.3 SF GAS METER OF THE WHEAT RIDGE MUNICIPAL CODE REQUIRED LANDSCAPE AREA: 8,311 SF WATER METER 2. PROVIDE AUTOMATIC IRRIGATION SYSTEM FOR PROPERTY AND TREES PROPERTY LINE PER CITY OF WHEAT RIDGE MUNICIPAL CODE �TADN?AC ACVASSpWSDRK 1 3 F 8 I R ARE A) EASEMENT NATIVE GRASS 5,577 SF SETBACK SHRUBS / TREES (LIVING); 6,340 SF PROPOSED FENCE BARK CHIPS (NON LIVING): 1,246 SF (97) TREES: 4 TOTAL ? REQ'D OVERHEAD POWER LINE 4- RE �2 i2 IN NET o ARE UTILITY POLE 2 IN ROW RESERVATION SHRUBS: 99 TOTAL (84 REWD.) WATER LINE 1 91 IN NET LOT AREA SANITARY SEWER LINE GAS GAS LINE CONCRETE SIDEWALK SPACE 11 1 , ----------- -------------------- 42' HIGH — — — — — — GAS LANDSCAPE NOTES: LANIJZ5UAHL UAIA SITE DATA IS BASE ON NET LOT AREA 1. ALL LANDSCAPING SHALL COMPLY WITH SECTION 26-502 NET LOT AREA: 41,555.3 SF OF THE WHEAT RIDGE MUNICIPAL CODE REQUIRED LANDSCAPE AREA: 8,311 SF (20'7) 2. PROVIDE AUTOMATIC IRRIGATION SYSTEM FOR PROPERTY AND TREES PER CITY OF WHEAT RIDGE MUNICIPAL CODE �TADN?AC ACVASSpWSDRK 1 3 F 8 I R ARE A) (32.4%) NATIVE GRASS 5,577 SF (447) SHRUBS / TREES (LIVING); 6,340 SF (47r) BARK CHIPS (NON LIVING): 1,246 SF (97) TREES: 4 TOTAL ? REQ'D RE �2 i2 IN NET o ARE 2 IN ROW RESERVATION SHRUBS: 99 TOTAL (84 REWD.) 91 IN NET LOT AREA 8 IN ROW RESERVATION L-LI L SIGHT TRIANGLE 24' W. CURBCUT 15 X is' SIGHT TRIANGLE 0 LLl ( cn ti Ld LL 0 Lij z U-1 7_5 W vi u CE o� 9 Lj 0 _J F _ - 0 un 00 0 U E Q0 < Lij FomAvI BY. DTS CHEUED BY, NIL REVISONS DAI ---------- --- ISSUE REm IDAIE 8/22/12 00 RN90NS 101'15/12 DMD R[AROWNS 10/29/12 DO RPASIONS 10/30/12 wS SHFET CON 5M- S! TE PLANS [ START NO PRO ART DATL 7r112 BRANNG NO.: Al 2 Of 1 2 SNEIS 4- I T-(l PARAPET WALL T.O JOIST LOW SIDE � � � TO. SLAB In � GREEN HE SITE PLAN PART D��T /l� T�[ �� [� W[� ��/` �1 T ? ��U0V [l[ T�[ �f� �W � �/, // //- `-/7 �-/7, /x/-/4 `,`-�� �- /, /`/`/, /��/.�vv �// THE ���// / �m�.. P|TV /l[ \x/U[xT D F'\n[ (`A||^!T |[[[[Dclr\k| rTxT[ r\[ P(}|( Dxnn CEDAR BEAM PROJECTIONS )GEE GUTTER. TYP. R.S. CEDAR FASCIA, TYP. R.S. CEDAR LINTEL TRIM OAT STUCCO SYSTEM. TYP. ||NUM STOREFRONT SYSTEM �AST CAP TR|M, TYP. STONE VENEER TYP. URED GEN STONE, OR APPROVED BY OWNER PARAPET WALL OVERFLOW AND DOWNSPOUT /—PARAPET WALL SCALE: 1/8 c/^umu, ,r^u ucr^/ o^^ou, m vur",u ;M[D BRONZE COLOR FINAL SIGN DESIGN WILL BE DETERMINED �PPROYED AT THE TIME OF BUILDING PERMIT �� ��� a CD Qj LLJ Ln DVE DAM 8/22/12 DO REV19ONS 10/29P,2 DD REM90NS 10/30P12 WS WET 014 pff S: EAST MONG NO.: A4' GREEN HERB SITE PLAN PART OF THE E E%, , E) SEC' T3SS R69W OF THE 6th P.M- CITY OF WHEAT RI CE, C0 01F uIE"MERSOINI, F- STATE OF COLORADO WEST E'LEVATION T.O. PARAPET WALL T.O. JOIST LOW SIDE T.O. SLAB cJ 0) 0) m c� 00 CD y cu C) 7-- L 7 L'i rs cl, M 0 0 00 0 0 U Li ---- Lj Y L.0 j-n L I 't Ir DUM BY, Ms DUO V FML Ns.. -1 - DATE: j L PARJI SCALD. V !Kpl NflTDIM. NORTH/ WE E-EVAll - I'M PRORT NO.� DRANC NO,: A a OF 12 91 015 [ M --RE SITE R69W OF THE 6TH P LAND SURVEY PLAT PART OF THE E 1/2, E 1/2 NE 1/4, SEC 21, CITY OF WHEAT RIDGE, COUNTY OF JEFFE S VICIN TY MAP LEGAL DESCRIPTION THAT PART OF THE EAST t/, EAST %a, NORTIIEAST 1/4 OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 1.529.75 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SECTION 21, THENCE WEST 495.5 FEET; 'THENCE NORTH 98.8 FEET; T14ENCE EAST 495.5 FEET; THENCE SOUTH 98.8 FEET TO THE POINT OF BEGINNING, EXCEPT THAT TRACT OF LAND CONVEYED TO THE DEPARTMENT OF HIGHWAYS BY ROSCOE A. RILE AND IOLA V. RILEY, IN DEED RECORDED SEPTEMBER 19, 1969 IN BOOK 2133 T PAGE 736, COUNTY OF JEFFERSON, STATE OF COLORADO. EVERGREEN SURVEYING DID NOT PERFORM A FORMAL TITLE SEARCH ON SUBJECT PROPERTY, FOR O WNERSIIIP AND EASEMENTS OF RECORD THIS LAND SURVEY PLAT RELIED UPON INFORMATION AVAILABLE AT THE COUNTY ASSESSORS OFFICE, BASIS OF BEARING - THE EASTERLY LINE OF SAID SECTION 21 IS N 0 0 09'23" W (ASSUMED) WITH FOUND MONUMENTS AS SHOWN HEREON. THE LEGAL DESCRIPTIONS ON THIS PLAT WERE PREPARED BY ROBERT L. FEROLDI. PLS #20136, OF THE .FIRM IVERGREEN SURVEYING, INC„ P.O. BOX 3514, EVERGREEN, CO., 80439,(303)674-3444. JOB #B10131. DATE OF FIELD WORK - AUGUST 2012. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR 1',AND BOUNDARY MONUMENT, OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18 -4 -508 CRS. 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. THE STORMWATER " STORMWATER DRS STORMWATER DRAINAGE HYDRAULIC CHARACTER] WITHOUT THE APPROVAL REC# 860032.57 EXISTING FENCE LOT 1 / BANDIMERE MINOR SUBDIVISION 0 10' 20' 40' 60' SCALE: I"=20' REC# 21330740 LEGEND = APPLE TREE = ELM TREE = FOUND P &C, LS 2568 0 = FOUND 3/8" SPIKE ®= FOUND 1 1/2" ALUMINUM A = SURVEY CONTROL POINT Z= UTILITY POLE – GAS - UNDERGROUND GAS LINE OH= OVERHEAD UTILITY LINE ®= TELEPHONE BOX = LIGHT POLE (9= GAS VALVE ®= WATER VALVE /METER ®= MANHOLE W= HYDRANT AND WATER QUALITY AREAS SHOWN HEREIN AS A EMENTS" SHALL BE MAINTAINED BY THE OWNERS, ANY EIRS, SUCCESSORS, AND ASSIGNS. IN THE EVEN THAT NTENANCE IS NOT PREFORMED BY SAID OWNERS, THE [AVE THE RIGHT TO ENTER SUCH AREA AND PERFORM IF WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS OR STRUCTURE SHALL BE CONSTRUCTED WITHIN TH MENT AND NO CHANGES OR ALTERATIONS AFFECTING THE OF SAID STORMWATER QUALITY AREA SHALL BE MADE 1E DIRECTOR OF PUBLIC WORKS. DIMENSIONS IN ( ) AREAS PREVIOUSLY DEEDED OR SURVEYED. EASEMENTS FOR UTILITIES ,& UTILITY LINES ARE AS NOTED. DISTANCES ON THIS LANI] SURVEY PLAT ARE EXPRESSED IN U.S. SURVEY FEET AND DECIMALS TREREOF. A U,S. SURVEY FOOT IS DEFINED AS EXACTLY 1200/3937 METERS. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CITY OF WHEAT RIDGE CURRENT CITYDATUM, WHICH IS DEFINED AS FOLLOWS: A) THE CURRENT C ITYDATUMCOORDINATE SYSTEM USED HEREIN IS GROUND -BASED MODIFIED FORM OF THE NA1D83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. B) VERTICAL DATUM USED IN THE NORTH AMERICAN VERTICAL DATUM GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC t (PERMANENT HIGH ACCURACY CONTROL POINT #I) HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1: NORTHING: 1701238.75, EASTING: 3118217.58, ELEVATION: 5471.62. NE COR, SEC 21 D WHEAT RIDGE /4" BRASS CAP BOX, LS 132121 1 I I 1 � I I i � I j/ o !/ o I N I � I I � D I � i m 1 � I N -�– 30.00' I I I r C I C I ' I C I ` 45.00' I � I F_ I F_ I z I c I � I 1TI FTl YCLL# r I Uo ! ()yb SURVEYOR ° S CERTIFICATE I, ROBERT L. FEROLDI. A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS LAND SURVEY PLAT WAS PREPARED BY ME OR DIRECTLY UNDER MY SUPERVISION, RESPONSIBILITY AND CHECKING, AND IS ACCORDANCE WITH THE STANDARD AS DESCRIBED IN 38-51 -102 COLORADO REVISED STATUTES, AND IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. 1( - 1- /2 DATE L. 20136 12 BE AR I NG DISTANCE L1 S0`00'00 "W -'– 18.3 3 1 L2 N89`53'40 "E 76.54' -T L NO ° 00 '0 0 "E 18 L4 S90`00'0 "E 76. 54' - _ - 55 – S0 1 0 0'_00 " - 18.81' L6 N90 0 0 0'00 "E a 1_35 L7_ N9 0 ° 00 ' 00 "E 174 – L8 SO°O O'_DO "W - - ^ 1. 9 1 ' L9 N90 °00'00 "E – 38.66' L10 SO °00'00 "W 20.71' DIMENSIONS IN ( ) AREAS PREVIOUSLY DEEDED OR SURVEYED. EASEMENTS FOR UTILITIES ,& UTILITY LINES ARE AS NOTED. DISTANCES ON THIS LANI] SURVEY PLAT ARE EXPRESSED IN U.S. SURVEY FEET AND DECIMALS TREREOF. A U,S. SURVEY FOOT IS DEFINED AS EXACTLY 1200/3937 METERS. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CITY OF WHEAT RIDGE CURRENT CITYDATUM, WHICH IS DEFINED AS FOLLOWS: A) THE CURRENT C ITYDATUMCOORDINATE SYSTEM USED HEREIN IS GROUND -BASED MODIFIED FORM OF THE NA1D83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. B) VERTICAL DATUM USED IN THE NORTH AMERICAN VERTICAL DATUM GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC t (PERMANENT HIGH ACCURACY CONTROL POINT #I) HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1: NORTHING: 1701238.75, EASTING: 3118217.58, ELEVATION: 5471.62. NE COR, SEC 21 D WHEAT RIDGE /4" BRASS CAP BOX, LS 132121 1 I I 1 � I I i � I j/ o !/ o I N I � I I � D I � i m 1 � I N -�– 30.00' I I I r C I C I ' I C I ` 45.00' I � I F_ I F_ I z I c I � I 1TI FTl YCLL# r I Uo ! ()yb SURVEYOR ° S CERTIFICATE I, ROBERT L. FEROLDI. A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS LAND SURVEY PLAT WAS PREPARED BY ME OR DIRECTLY UNDER MY SUPERVISION, RESPONSIBILITY AND CHECKING, AND IS ACCORDANCE WITH THE STANDARD AS DESCRIBED IN 38-51 -102 COLORADO REVISED STATUTES, AND IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. 1( - 1- /2 DATE L. 20136 12 Sul I ! I I ^_ I z I 8 ,,', PVC I AU®.50' bo I � I I I 31j+.00' 15' n � z – I NiO� i (TI D I � I � I I I I i N � I � -- E I I I I I i I 1 i I I I I � I I I CITY OF WHEAT RIDGE 1 FOUND 3 1 / 4" I BRASS I CAP !SIN RANGE BOX, LS 13212 Sul It 4 - City Of "� WheatRidge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2861 F: 303.235.2857 November 9, 2012 Mr. John V. Tompkins, P.E., C.F.M. 12567 W. Cedar Dr., Ste. 102 Lakewood, Colorado 80228 720.837.0648 Re: First Review Comments of the Construction Plans and Final Drainage Report included with the Green Herb Building Permit Application, Case # WSP- 12 -02. Dear Mr. Tompkins, I have completed the first review of the above referenced documents received on November 5, 2012, for development of the property located at 4565 Kipling Street, and I have the following comments: CIVIL ENGINEERING General Comments: 1. Please modify the plan views of all drawings to reflect the Commercial Driveway with ADA Accessible Sidewalk per the City Standard Detail (C -D05 VCG.DC2). 2. The use of the color photographs (page 3 of the Report) and the aerial photography (placed under the design on the Drainage Plan) is innovative and a welcome addition to these documents. Final Drainage Report (Discussion): Under Section III. Proposed Drainage System: a. Under Section B. General Concept, please state that the roof drains for the proposed building are designed to flow directly into the subsurface reservoir of the PICP system. b. Under Section C. Runoff, it is stated that the flows for Sub -basin C "...are conveyed to the pervious pavers /detention area at Design Point 2." Please elaborate as to how this will be accomplished, or modify as appropriate. c. Under Section D. Detention and Runoff Outfall: i. Under Required Volume (the 3' paragraph on page 7) the required volumes are given but only the paver areas (rather than the volume). While it is acknowledged that the volumes are summarized in the table below this paragraph, please state the (total) provided volume of each PICP system in this paragraph to give a direct comparison between the required vs. provided volumes ii. Under Monitoring Pits (the 3' paragraph on page 8): www.ci.wheatridge.co.us Public Works Engineering November 9, 2012 Page 2 1. Section needs to be renamed "Monitoring Wells" and all references to monitoring pits changed to "monitoring wells." 2. The second sentence needs to include language stating the wells will be installed directly behind the curbing on the north side of the PICP areas (rather than within the PICP areas). 3. The sentence paragraph needs to be modified to read, "During inspection, the cap can be removed to monitor the drain time of the PICP system over time. This will assist in determining future maintenance needs." iii. Under Storm Events Below Pavers, please state the anticipated depth at the curb for the 50 -year storm, and that the depth of the 100 -year will be 6 ". 2. On page 10 under Section IV. Appendices it is stated that Section D is not printed to include in the Report. As the percolation rates are integral in determining the final design for this project, the percolation data and location map must be included in Appendix D. Final Drainage Report (Appendices): 1. As these are integral to the design and referenced in the release & volume calculations, the percolation test results and location map must be included in Appendix D of the Final Drainage Report. Final Drainage Plan: 1. Need to show the curb & gutter on the Drainage Plan. 2. Show the monitoring well locations. 3. Please modify Sections 1 & 2 to reflect the monitoring wells being placed directly behind the curb rather than in front of the gutter. 4. Please add the following Notes: a. THE CONTRACTOR SHALL CALL THE DEPARTMENT OF PUBLIC WORKS AT 303.235.2861 FOR AN INSPECTION A MINIMUM OF 24 HOURS PRIOR TO PLACEMENT OF THE FILTER FABRIC OR RESERVOIR ROCK FOR THE PERMEABLE INTERLOCKING CONCRETE PAVERS (PICP) AREAS. FAILURE TO COMPLY WITH THIS REQUIREMENT WILL RESULT IN THE REMOVAL OF ALL MATERIALS AND SCARIFICATION OF THE SUBGRADE. b. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS DURING THE EXCAVATION FOR THE PICP SO AS TO NOT COMPACT THE SUBGRADE. c. IF HEAVY EQUIPMENT IS USED DURING EXCAVATION THE PUBLIC WORKS INSPECTOR MAY REQUIRE THE SUBGRADE TO BE SCARIFIED PRIOR TO PLACEMENT OF THE FILTER FABRIC AND RESERVOIR ROCK. www.ci.wheatridge.coms Green Herb - 4565 KiplingSt _ConstructionPlans_FDR_BPA - review I.Itr.docx Public Works Engineering November 9, 2012 Page 3 d. CONTRACTOR SHALL PROTECT PICP AREA FOLLOWING PAVEMENT CONSTRUCTION TO PREVENT SEDIMENT FROM ENTERING THESE AREAS BY THE USE OF ROCK SOCKS, PROTECTIVE BLANKETING, AND OTHER APPROVED BMPS. AT THE DISCRETION OF THE PW INSPECTOR, ANY AREAS NOT ADEQUATELY PROTECTED MAY NEED TO BE RECONSTRUCTED AT THE SOLE EXPENSE OF THE PROPERTY OWNER. Construction Plans Sheet C 1.0 (Cover and Notes,) 1. Please add the following Notes on this sheet: a. THE CONTRACTOR SHALL CALL THE DEPARTMENT OF PUBLIC WORKS AT 303.235.2861 FOR AN INSPECTION A MINIMUM OF 24 HOURS PRIOR TO PLACEMENT OF THE FILTER FABRIC OR RESERVOIR ROCK FOR THE PERMEABLE INTERLOCKING CONCRETE PAVERS (PICP) AREAS. FAILURE TO COMPLY WITH THIS REQUIREMENT WILL RESULT IN THE REMOVAL OF ALL MATERIALS AND SCARIFICATION OF THE SUBGRADE. b. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS DURING THE EXCAVATION FOR THE PICP SO AS TO NOT COMPACT THE SUBGRADE. c. IF HEAVY EQUIPMENT IS USED DURING EXCAVATION THE PUBLIC WORKS INSPECTOR MAY REQUIRE THE SUBGRADE TO BE SCARIFIED PRIOR TO PLACEMENT OF THE FILTER FABRIC AND RESERVOIR ROCK. d. CONTRACTOR SHALL PROTECT PICP AREA FOLLOWING PAVEMENT CONSTRUCTION TO PREVENT SEDIMENT FROM ENTERING THESE AREAS BY THE USE OF ROCK SOCKS, PROTECTIVE BLANKETING, AND OTHER APPROVED BMPS. AT THE DISCRETION OF THE PW INSPECTOR, ANY AREAS NOT ADEQUATELY PROTECTED MAY NEED TO BE RECONSTRUCTED AT THE SOLE EXPENSE OF THE PROPERTY OWNER. Sheet C2.0 (Engineer's Site & Horizontal Control Plan): 1. The coordinates shown on this sheet are not on the Current City Datum as implied by Notes 1 -3, but rather on the NAD83 HARN State Plane System. Therefore, please include a note stating, "THE COORDINATES SHOWN HEREIN ARE ON THE NAD83 HARN STATE PLANE COORDINATE SYSTEM." www.ci.wheatridge.co.us Green Herb - 4565 KiplingSt _ConstructionPlans_FDR_BPA - review l.Itcdocx Public Works Engineering November 9, 2012 Page 4 2. Include the following text at the end of Note #2: ", WHICH IS A GROUND -BASED MODIFIED FORM OF THE NAD83 HARN STATE PLANE COORDINATE SYSTEM." (Please refer to redlined plans as needed). 3. Note # 3 states that PHAC #1 is the Benchmark for this project. PHAC #1 is 2' /Z miles away from this site — why not provide an elevation on one or more of the property pins which have been surveyed? Then you can call one or more of them a temporary benchmark (TBM) for use on this project (it sure seems like it would be a lot more useful). 4. Please identify the pavers as "AQUA -BRIC (OR APPROVED EQUIVALENT) PERMEABLE PAVERS ". Sheet C3.1 (Final Grading & Permanent BMP Plan): 1. The note regarding "seeding and re- vegetation notes" should be modified to read, "SEE SHEET A.1, SITE PLAN FOR LANDSCAPING." 2. Any additional comments pertaining to permanent BMP will be sent sometime next week under separate cover from Bill LaRow, Stormwater Program Manager Sheet C3.2 (Grading. Erosion & Sediment Control Details): 1. Comments pertaining to erosion & sediment control will be sent sometime next week under separate cover from Bill LaRow, Stormwater Program Manager. Sheet C4.0 (Storm Drainage Plan): 1. Please refer to the above Final Drainage Plan comments. Sheet C5.0 (Utility Plan): 1. Proper permits will need to be obtained from CDOT prior to commencement of utility cuts within Kipling Street for the service connections. 2. No further comments at this time. Sheet C6.0 (Construction Details): 1. Please modify the plan views of all drawings to reflect the Commercial Driveway with ADA Accessible Sidewalk per the detail on this sheet. 2. Please remove all references to "PAY ITEMS ", as these are for use by City -hired contractors only. www.d.wheatridge.coms Green Herb KiplingSt _ConstructionPlans_FDR_BPA - review].ltr.docx Public Works Engineering November 9, 2012 Page 5 OTHER REQUIREMENTS: 1. Stormwater Drainage Easement Must be Granted to the City Upon approval of the site design, a Stormwater Detention Easement over the detention/WQ area(s) shall be granted to the City either by the plat or by separate easement document and include the following language on the graphical portion (i.e., Exhibit A): "THE STORMWATER DETENTION AND WATER QUALITY AREA(S) SHOWN HEREIN AS A " STORMWATER DRAINAGE EASEMENT" SHALL BE MAINTAINED BY THE OWNERS, ANY SUBSEQUENT OWNERS, THEIR HEIRS, SUCCESSORS, AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNERS, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE SHALL BE CONSTRUCTED WITHIN THE STORMWATER DRAINAGE EASEMENT AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF SAID STORMWATER QUALITY AREA SHALL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS." NOTE: This easement should be shown on the plat by Mr. Feroldi if not yet recorded. If the Stormwater Drainage Easement is shown on the plat to be recorded at Jefferson County, then the need for a separate easement document goes away. The easement document or plat containing the easement shall be submitted for review and approval prior to issuance of the Certificate of Occupancy. 2. Right -of -Way Construction Permit(s) /Licensing Prior to commencement of any construction within the Kipling Street ROW (i.e., removal of the northerly drive -cut), the necessary Right -of -Way Construction Permits) will need to be obtained from the Colorado Department of Transportation (CDOT). 3. NPDES /CDPS Permit and Stormwater Management Plan An NPDES permit is required for all construction sites greater than one (1) acre in size. The site area for this project is greater than one acre and shall therefore comply with NPDES regulations. The NPDES permit for construction activities is issued by the State through the Colorado Discharge Permit System (CDPS), and may be obtained by contacting the Colorado Department of Public Health & Environment, Water Quality Control Division. A Stonnwater Management Plan (SWMP) detailing the Best Management Practices to be utilized both during and also post construction is required with this development. A Copy of the CDPS Permit and Stormwater Management Plan (SWMP) shall be submitted to the Department of Public Works for review and approval prior to issuance of the Building Permit. w w w. ci.w h eat r i d g e. c o. u s Green Herb KiplingSt_Const uctionPlans FDR BPA - reviewl.ltr.docx Public Works Engineering November 9, 2012 Page 6 4. Drainage Certification w /As -Built Plans required prior to C.O. Upon completion of the drainage improvements, the Engineer -of- Record Mr. John V. Tompkins, P.E., C.F.M., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the Certificate of Completion. Three (3) copies of the "As- Built" Plans are to be submitted as follows: a. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and b. Two (2) electronic files are to be delivered on DVD /CD -ROM as follows: One (1) file in AutoCAD 2009 DWG format and one (1) file in PDF format. 5. Stormwater Maintenance Agreement and O & M Plan Required All post - construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20 -34 of the City of Wheat Ridge Municipal Code of Laws. For above -ground detention facilities with outlet structures, underground detention facilities, porous landscape detention areas, porous pavement, and centrifuge type devices such as a Rinker Stormcepter®, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Plan will be required prior to issuance of the Certificate of Occupancy. The O & M Plan shall be kept current and will be inspected on a regular basis by City staff to ensure compliance with the State and local requirements. The O & M Schedule /Log is typically assembled by the Engineer -of- Record, must be kept current by the property owner, and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. Contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for additional information. 6. Information Information pertaining to the Public Works development requirements, land surveying, platting, and ROW information, as well as the City's Standard Street Construction, and Stormwater /Erosion Control Details are available on the City of Wheat Ridge website at: www.ci.wheatridge.co.us Please submit for review and approval three (3) signed & sealed hardcopies and one (1) electronic file in PDF format of the revised documents. The electronic copy may be delivered on CD/DVD -ROM and included with the hardcopy submittal or sent by e-mail to me at: dbrossman(a,ci.wheatridge.co.us www.ci.wheatridge.co.us Green Herb 4565 KiplingSt _ConstructionPlans_FDR_BPA - reviewl.ltr.docx Public Works Engineering November 9, 2012 Page 7 The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer/ City Surveyor CC: Steve Nguyen, Engineering Manager Lauren Mikulak, Planner I Bill LaRow, Stormwater Program Manager File wwwxi.wheatridge.co.us Green Herb 4565 KiplingSt C'onstructionPlans FDR BPA - review I.Itr.docx THE GREEN HERB GENERAL NOTES: i ALL WORK WITHIN THE PUBLIC RIGHT-OF -WAY OR EASEMENT SHALL CONFORM TO THE CITY OF WHEAT RIDGE ENGINEERING REGULATIONS AND DESIGN STANDARDS. 2. AN APPROVED RIGHT-OF -WAY CONSTRUCTION PERMIT AND A MUNICIPAL CONTRACTOR'S LICENSE IS REQUIRED PRIOR TO ANY WORK COMMENCING WITHIN THE PUBLIC RIGHT -OF -WAY. ANY WORK PERFORMED WITHIN THE STATE RIGHT -OF -WAY SHALL REQUIRE AN APPROVED STATE CONSTRUCTION PERMIT PRIOR TO ANY WORK COMMENCING. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNEROEVELOPER OF ANY PROBLEM IN CONFORMING TO THE APPROVED CONSTRUCTION PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER DURING CONSTRUCTION ACTIVITIES TO RESOLVE CONSTRUCTION PROBLEMS DUE TO CHANGED CONDITIONS OR DESIGN ERRORS ENCOUNTERED BY THE CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK. IF, IN THE OPINION OF THE CT"S INSPECTOR, THE MODIFICATIONS PROPOSED BY THE DEVELOPER TO THE APPROVED PLANS INVOLVE SIGNIFICANT CHANGES TO THE CHARACTER OF THE WORK OR TO FUTURE CONTIGUOUS PUBLIC OR PRIVATE IMPROVEMENTS. THE DEVELOPER SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLANS TO THE CITY OF WHEAT RIDGE FOR APPROVAL PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO THAT PORTION OF WORK. ANY IMPROVEMENTS CONSTRUCTED NOT IN ACCORDANCE WITH THE APPROVED PLANS, OR THE APPROVED REVISED PLANS SHALL BE REMOVED AND THE IMPROVEMENTS SHALL BE RECONSTRUCTED TO THE APPROVED PLANS. 5. UTILITY NOTIFICATION CENTER. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO FOR LOCATION ON UNDERGROUND GAS, ELECTRIC AND TELEPHONE UTILITIES AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, CALL 100 .6.922 1987. 6. ALL UTILITY POLES SHALL BE RELOCATED PRIOR TO THE PLACEMENT OF CONCRETE. 7. WITH NOTIFICATION OF THE RESPECTIVE OWNER, ADJUST RIMS OF ALL CLEANOUTS, MANHOLES. VALVE COVERS AND SURVEY MONUMENTS PRIOR TO THE FINAL PAVING LIFT. 6. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS. SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR THE PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN INGRESS AND EGRESS TO PRIVATE PROPERTY ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. PRIOR TO BEGINNING ANY WORK. THE CONTRACTOR SHALL OBTAIN A WRfTTEN AGREEMENT FROM THE AFFECTED PROPERTY OWNER(S) IMPACTED By THIS ACCESS. 10. PRIOR TO THE FINAL LIFT OF SURFACE PAVEMENT ALL UNDERGROUND UTILITY MAINS SHALL BE INSTALLED AND SERVICE CONNECTIONS STUBBED OUT BEYOND THE BACK OF CURBISIDEWALK LINE WHEN ALLOWED BY THE UTILITY. SERVICE FROM PUBLIC UTILITIES AND FROM SANITARY SEWERS SHALL BE MADE AVAILABLE FOR EACH LOT IN SUCH A MANNER THAT WILL NOT BE NECESSARY TO DISTURB THE STREET PAVEMENT, CURB. GUTTER AND SIDEWALK WHEN CONNECTIONS ARE MADE. 11. TWO (2) COPIES OF THE 'AS BUILT PLANS ARE TO BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK: a. 1 COPY IS TO BE ON 24' X 36' BOND PAPER, AND D. 1 COPY IS TO BE ON ELECTRONIC MEDIA (CD -ROM OR DVD -ROM) AND IS TO BE IN AN AUTOCAD COMPATIBLE FORMAT (.DXF, .DWG). 12. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AT LEAST 24 HOURS PRIOR TO THE DESIRED INSPECTION. 13. NO PORTION OF THE STREET MAY BE FINAL PAVED UNTIL ALL STREET LIGHTING IMPROVEMENTS. DESIGNED TO SERVE THE STREET AND /OR DEVELOPMENT HAVE BEEN COMPLETED. 14. STREET RIGHT -OF -WAY MONUMENTS SHALL BE SET PRIOR TO FINAL LIFT OF ASPHALT PAVEMENT. MONUMENT HARDWARE SHALL BE PROVIDED BY THE CITY OF WHEAT RIDGE UPON REQUEST. 15. SEEDING AND MULCHING SHALL BE COMPLETED WITHIN THIRTY (30) DAYS OF INITIAL EXPOSURE OR SEVEN (7) DAYS AFTER GRADING IS SlffiSTANTIALLY COMPLETE IN A GIVEN AREA (AS DEFINED BY THE CITY). THIS MAY REQUIRE MULTIPLE MOBILIZATIONS FOR SEEDING AND MULCHING. 16. ANY DISTURBED AREA OR STOCKPILE NOT AT FINAL GRADE THAT IS TO BE LEFT EXPOSED FOR MORE THAN THIRTY (30) DAYS AND IS NOT SUBJECT TO CONSTRUCTION TRAFFIC. SHALL BE TEMPORARILY SEEDED WITHIN SEVEN(7) DAYS OF PLACEMENT OR DISTURBANCE IN ACCORDANCE IN ACCORDANCE WITH THE CITY OF WHEAT RIDGE TEMPORARY SEEDING STANDARDS. IF THE SEASON OR STOCKPILE MATERIAL PROHIBITS TEMPORARY SEEDING. THE DISTURBED AREAS SHALL BE STABILIZED WITH CITY OF WHEAT RIDGE SEEDING AND EROSION CONTROL REQUIREMENTS. 17. STOCKPILES OF ANY MATERIAL SHALL BE LOCATED FULLY WITHIN THE LIMITS OF CONSTRUCTION AND NO LESS THAT 100-FEET FROM THE BANKS OF THE NEAREST DRAINAGEWAY. STOCKPILE AREAS SHALL BE SIZED TO FULLY CONTAIN THE MATERIAL BASED ON MAXIMUM ALLOWABLE STOCKPILE SIDE SLOPES OF 3 (HORIZONTAL) TO I(VERTICAL) CONSTRUCTION. 18. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED TO DISTURBED AREAS WITHIN 30 DAYS AFTER FINAL GRADE IS ACHIEVED ON ANY PORTION OF THE SITE. OR TO DISTURBED AREAS THAT MAY NOT BE AT FINAL GRADE. BUT ARE TO BE LEFT DORMANT FOR A PERIOD OF TIME OF MORE THAN 30 DAYS, 18. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DURING CONSTRUCTION. AND SHALL BE INSTALLED IMMEDIATELY PER INSTRUCTIONS OF THE CITY INSPECTOR. P I FASF INCLUDE THE FOLLOWING NOTES: 4565 K/PLING STREET WHEAT RIDGE, CO 80033 PART OF THE E 1/2, E 1/2, NE 1/4, SEC 21, T3S, R69W OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 1 -70 FRONTAGE 1. THE CONTRACTOR SHALL CALL THE DEPARTMENT OF PUBLIC WORKS AT 303235.2861 FOR AN INSPECTION A MINIMUM OF 24 HOURS PRIQB TO PLACEMENT OF THE FILTER FABRIC OR RESERVOIR ROCK FOR THE PERMEABLE INTERLOCKING CONCRETE PAVERS (PICP) AREAS. FAILURE TO COMPLY WITH THIS REQUIREMENT WILL RESULT IN THE REMOVAL OF ALL MATERIALS AND SCARIFICATION OF THE SUBGRADE 2. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS DURING THE EXCAVATION FOR THE PICP SO AS TO NOT COMPACT THE SUBGRADE 3. IF HEAVY EQUIPMENT IS USED DURING EXCAVATION THE PUBLIC WORKS INSPECTOR MAY REQUIRE THE SUBGRADE TO BE SCARIFIED PRIOR TO PLACEMENT OF THE FILTER FABRIC AND RESERVOIR ROCK. 4. CONTRACTOR SHALL PROTECT PICP AREA FOLLOWING PAVEMENT CONSTRUCTION TO PREVENT SEDIMENT FROM ENTERING THESE AREAS BY THE USE OF ROCK SOCKS, PROTECTIVE BLANKETING, AND OTHER APPROVED BMPS. AT THE DISCRETION OF THE PW INSPECTOR, ANY AREAS NOT ADEQUATELY PROTECTED MAY NEED TO BE RECONSTRUCTED AT THE SOLE EXPENSE OF THE PROPERTY OWNER. UTILITY NOTFIC/1TION CENTER OF O LJ DORADO 18381 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 ✓D CALL 2- BUSINESS DAYS IN 1. ADVANCE BEFORE YOU DIG, KROW NANIC6 WOW. GRADE. OR EXCAVATE FOR THE MARKINGS OF UNDERGROUND C all before YOU dip. MEMBER UTILITIES C AUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND. WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LIDS NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN PURSUANT TO C.R.S. SEC, 9.1 5.103. ALL UNDERGROUND UTILITIES MUST BE FIELD LOCATED BY THE APPROPRIATE AGENCY OR UTILITY COMPANY PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 2-BUSINESS DAYS, NOT INCLUDING THE DAY OF ACTUAL NOTICE, BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 48TH AVE 1 -70 FRON AGE -BASE FLOOD ELEVATION (100-YR) BMP(S) -BEST MANAGEMENT PRACTICE(S) 47TH AVE PROJECT CD -ROCK CHECK DAM CF 7TH AVE CL LOCATION CMP - CORRUGATED METAL PIPE z O - CONCRETE WASHOUT AREA CY =CUBIC YARDS EB - EROSION BLANKET m z - ELEVATION 46TH AVE m � - FLARED END SECTION Z o 0 FL Z) A z G7 -FEET z -GRADE BRAKE GESC -GRADING, EROSION AND SEDIMENT CONTROL OF - 1 45TH AVE •GEOTECHJSO1LS REPORT HC -HANDICAP (RAMP) m -HIGH POINT F 44TH m IN =INCHES INV •INVERT LF - LINEAR FEET Lp -LOW POINT MAX - MAXIMUM MH 44TH AVE MIN - MINIMUM MPLD =MOUNTAIN POROUS LANDSCAPE DESIGN (POND) NE m NTS -NOT TO SCALE NW 43RD AVE 7 43R N = =POINT OF CURVATURE PRC In 0 PT 0 PVC =POLYVINYL CHLORIDE PIPE z =RADIUS ROW RIGHT-OF-WAY (R_00.) RR - RIPRAP RUNDOWN (n sSANITARY SCL VICINITY MAP HTS SE =SOUTHEAST SF -SQUARE FEET UTILITY CON TACTS: =SANITARY SEWER STS -STORM SEWER VALLEY WATER DISTRICT 12101 WEST 52ND AVE. WHEAT RIDGE, CO W034 (303) 424 -9661 WHEAT RIDGE WATER DEPARTMENT PERRY NICKLE (303) 424 -2844 SANITATION CLEAR CREEK VALLEY 5420 HARLAN STREET ARVADA. CO 80002 (303)42H194 FIRE ARVADA FIRE PROTECTION DISTRICT 7903 ALLISON WAY ARVADA COLORADO 80005 (303) 4243012 GAS EXCEL MOM EASLER (303)425.3955 LIST OF ABBREVIAT A -AREA BFE -BASE FLOOD ELEVATION (100-YR) BMP(S) -BEST MANAGEMENT PRACTICE(S) BOW BOTTOM OF WALL CD -ROCK CHECK DAM CF -CUBIC FEET CL =CENTERLINE CMP - CORRUGATED METAL PIPE CWA - CONCRETE WASHOUT AREA CY =CUBIC YARDS EB - EROSION BLANKET EL - ELEVATION EX =EXISTING FES - FLARED END SECTION FF(E) •FINISH FLOOR (ELEVATION) FL - FLOWLINE FT -FEET GB -GRADE BRAKE GESC -GRADING, EROSION AND SEDIMENT CONTROL OF - GARAGE FLOOR G.R. •GEOTECHJSO1LS REPORT HC -HANDICAP (RAMP) HP -HIGH POINT HT • HEIGHT IN =INCHES INV •INVERT LF - LINEAR FEET Lp -LOW POINT MAX - MAXIMUM MH -MANHOLE MIN - MINIMUM MPLD =MOUNTAIN POROUS LANDSCAPE DESIGN (POND) NE =NORTHEAST NTS -NOT TO SCALE NW =NORTHWEST OP =OUTLET PROTECTION PC =POINT OF CURVATURE PRC =POINT OF REVERSE CURVATURE PT =POINT OF TANGENCY PVC =POLYVINYL CHLORIDE PIPE R =RADIUS ROW RIGHT-OF-WAY (R_00.) RR - RIPRAP RUNDOWN SAN sSANITARY SCL -SEDIMENT CONTROL LOG SE =SOUTHEAST SF -SQUARE FEET SNS =SANITARY SEWER STS -STORM SEWER STA - STATION SW - SOUTHWEST TBC -TOP, BACK OF CURB TOC -TOP OF CONCRETE T O.P. -TOP OF PIPE TOW -TOP OF WALL TYP - TYPICAL USGS - UNITED STATES GEOLOGICAL SURVEY VTC -VEHICLE TRACKING CONTROL WL -WATERLINE WO - WALK-OUT WSEL =WATER SURFACE ELEVATION PROJECT TEAM: OWNER /DE VELOPER: TOM PHILLIPS 114651.70 FRONTAGE ROAD NORTH WHEAT RIDGE. CO W033 PH: (303) 421 -9800 ARCHITECT/CONTRACTOR ARCHFORM,LTO EVERGREEN. CO 60439 CONTACT: FARLEY LQZOWICK PH: (303) 674 -5951 MEC/41A9CA ENGINEER: GNEN 6 ASSOCIATES. INC 735 S. XENON CT. 8201 LAKEWOOD, CO 80228 PH: (303) 71 &1270 STRUCTURAL ENGINEER CONSTRUCTION SUPPORT SERV. 7901 S. ADAMS WAY CENTENNIAL, CO 80122 CONTACT: RICHARD BOONE PH: (303) 221 -1559 CARL ENGINEER: HIGH POINT ENGINEERING, LLC 12567 W. CEDAR DRIVE, STE. 102 LAKEWOOD, CO 80228 PH: (720) 837-0646 CITY OF WM11EA7 RIDGE DEVELOPMENT REVIEW ENOIAE DAVID F. BROSSMIAN. P.L& CITY OF WHEAT RIDGE. ENGINEERING DIVISION 7300 WEST 29TH AVENUE WHEAT RIDGE, CO 601133 CITY OF WHEAT RIDGE PH. (303) 235.2884 PUBLIC WORKS DATE 11105/12 a ll RECEIVED 11105112 1st Su61DlKal - Budding Sel =R AND NOTES SHEET a ll 1 �a NE COR, SEC 21 CITY ' WHEATRI 3 1' BRASS CAP IN RANGE LS 13212 S. --- ---�15 o-FT - 50- 1T�- -+ TRASH ENCLOSURE. REFER TO ARCHITECTURAL DRAWINGS FOR DETA0. - N 17091922452 E 3109224.5497 202.1 -FT I M VERTICAL m I 6' VERTICAL CATCH CURB' I SPILL CURB -.� \ I 0,0m, I OI • I 1. O aF N 1709093.3895 E 3109224.7452 LOT 1 BANDIMERE MINOR SUBDIVISION -- -- -- -- ---- -- 7 'l.OL1ABF. -I iR I EOUiVAF.NT; I ••.i �wA PERMEABLE I I PAVERS I 4'CONC. PAVER L7 s 1. 6 VERTICAL SPILL CURB TRIM -� I? 10.0 -FT PSCO E EMENT (SEE LAND SURVEY PLAT) -- -- -- 450 .37 - - N 1709183.7041 E 3109426.8273 1709143.7042 1 1 `4w` vv - - - - -- •AWABRtC• (OR APPROVED 1 EOUNALENT) . "N.+.m VIAWM I PERMEABLE I PAVERS 4'CONC. PAVER 7R e• VERTICAL '!lRtY]N111 (E) R.R. TIE WALL OT ON THE CURRENT CITY DATUM AS IMPLIED BY OTES 1 -3, BUT RATHER ON THE NAD83 HARN TATE PLANE SYSTEM THEREFORE. PLEASE ICLUDE A NOTE STATING. *THE COORDINATES HOWN HEREIN ARE ON THE NAD83 HARN STATE LANE COORDINATE SYSTEM' GRAPHIC SCALE ( IN FE= ) 1 inch - 20 IL LINE TABLE V15- F LINE LENGTH BEARING CURVE LENGTH I LI 462.96 mo p P '700193. L 3 E 3109674. in NW06 Aral C2 38.3FT 1709194. 636 W E 7 NW5Z12E I I u.ao NOVOr411W vv - - - - -- •AWABRtC• (OR APPROVED 1 EOUNALENT) . "N.+.m VIAWM I PERMEABLE I PAVERS 4'CONC. PAVER 7R e• VERTICAL '!lRtY]N111 (E) R.R. TIE WALL OT ON THE CURRENT CITY DATUM AS IMPLIED BY OTES 1 -3, BUT RATHER ON THE NAD83 HARN TATE PLANE SYSTEM THEREFORE. PLEASE ICLUDE A NOTE STATING. *THE COORDINATES HOWN HEREIN ARE ON THE NAD83 HARN STATE LANE COORDINATE SYSTEM' GRAPHIC SCALE ( IN FE= ) 1 inch - 20 IL LINE TABLE V15- F LINE LENGTH BEARING CURVE LENGTH RADIUS LI 462.96 SW571YW C7 M.70 26.61 L2 10.06 NW06 Aral C2 43.12 72.67 W 53.58 NW5Z12E I u u.ao NOVOr411W LS 76.50 N99W5212E L6 38.30 N00 L? 31.91 N6Y5212E U 23.00 800 LB 176.00 NM•5712E L70 ?3.031 NW5712E L71 12-041 N69•S712E UTI NOTIFIGTION CENTER OF caoRAOo O 16361 TABLE MOUNTAIN PARKWAY GOLDEN, CO 60403 CALL 2- BUSINESS DAYS IN be low. ADVANCE BEFORE YOU DIG. Know when @IOW. GRADE. OR EXCAVATE FOR THE MARKINGS OF UNDERGROUND C al before You dip. MEMBER UTILITIES CAUTION: NOTICE TO CONTRACTOR. THE CONTRACTOR i5 SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE ENGINEER ASSUMES NO LIABILITY AS To THE THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN PURSUANT TO C.R.S. SEC. 9.1.5.103. ALL UNDERGROUND UTILITIES MUST BE FIELD LOCATED BY THE APPROPRIATE AGENCY OR UTILITY COMPANY PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 2- BUSINESS DAYS. NOT INCLUDING THE DAY OF ACTUAL NOTICE, BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE CO NTRA CT OR TO RELOCATE AL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. o =P &C. LS 2568 • =3/8" SPIKE ® =1 1/2" ALUMINUM CAP PROPERTY UNE �3�f4? NOTES: � 1 �I m I 8•MIN. CONCRET LAN COMMERCIAL xESSi E N 1709094.5369 E 3109675 1728 1. ALL OWNERSHIP AND ADJACENT PROPERTY LINES, ADJOINER LOCATION AND NOTES. EASEMENTS. PROPERTY CORNER MARKINGS, ELEVATION INFORMATION, AND EXISTING SITE CONDITIONS ARE BASED ON THE LAND SURVEY PLAT THAT WAS PREPARED BY EVERGREEN SURVEYING, INC.. EVERGREEN. COLORADO. 80439. PH. (303) 674JN4. CONTACT EVERGREEN SURVEYING, INC. FOR ALL OUESTIONS CONCERNING THE SHOWN EXISTING CONDITIONS INCLUDING. BUT NOT LIMITED TO, OWNERSHIP AND ADJACENT PROPERTY LINES, EASEMENTS, PROPERTY CORNER MARKINGS. EXISTING UTILITY MARKINGS, AND ELEVATION INFORMATION. 2. BASIS OF BEARINGS WERE ESTABLISHED BY THE LAND SURVEY PLAT, SEE NOTE et. THE PLAT ST ICH IS A THAT THE BEARINGS ARE CONSISTENT WITH THE CITY OF WHEAT RIDGE CURRENT CRY DATUTA� GROUND - BASED MODIFIED FORM OF THE NAD83 HARN STATE PLANE COORDINATE SYSTEM. 3, BENCHMARK THE BENCHMARK WAS LOCATED DURING THE PREPARATION OF THE LAND SURVEY PLAT, SEE NOTE W THE PLAT STATES THAT ELEVATIONS ARE ON THE NORTH AMERICAN VERTICAL DATUM OF 1989 (NAVD-08), PERMANENT HIGH ACCURACY CONTROL POINT 81, HAVING AN ELEVATION OF 5471.62. c 4. BURIED UTILITIES AND/OR PIPE LINES ARE SHOWN PER VISIBLE AND APPARENT SURFACE EVIDENCE OR RECORD DRAWINGS OF THE CONSTRUCTED UTILITY LINES. IF MORE ACCURATE LOCATIONS OF UNDERGROUND UTILITIES ARE REWIRED. THE UTILITY WILL HAVE TO BE VERIFIED BY FIELD POTHOLING. NEITHER THE ENGINEER NOR THE SURVEYOR OF RECORD SHALL BE LIABLE FOR THE LOCATION OF OR THE FAILURE TO NOTE THE LOCATION OF NON - VISIBLE UTILITIES 5. ALL SIGNAGE AND STRIPING SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AS PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, LATEST REVISION. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSION OF EXIT RAMPS. PRECISE BUILDING DIMENSIONS, AND EXACT UTILITY ENTRANCE LOCATIONS. 7. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF ADDITIONAL DIMENSIONS ARE NEEDED. CONTACT THE ENGINEER FOR CLARIFICATION. 8. REFERENCE ARCHITECTURAL PLANS FOR ALL SITE SIGNAGE. 9. ALL DEMOLISHED MATERIAL SHALL BE REMOVED OFF OF THE SITE AND DISPOSED OF IN A LEGAL MANNER, NO WASTE MATERIALS ARE TO BE DISPOSED OF ON SITE ENGINEER'S SITE AND HORIZONTAL CONTROL P LAN off. O I R W 7 J� W W J I 11 DRANNG IS CONSOEI ED A PROMETARY PROOUCI OF H411 POINT ENGWEERWG. '.I IS N01 TO K USED W RD'ROOJCED W ANY MANKR UKLSS AJTNOINZLD IN WTI NG B m I a NIGN PONT EW%EERING N 1709118.9995 E 31096117.8474 E �� Z �jjj N I ; + (A �j WHEAT RIDGE STANDARD 1 � n COMMERCIAL DRIVEWAY WITH I 11 ADA ACCESSIBLE WALL SEE E t #S DETAIL C-M v1 VCG.DC2 k ` I N 1709D94.9991 E 3109687 7051 I' Y OF WHEA11iIDGE 3 1 4' BRASS CAP IN RANGE BOX, LS 13212E e § 1. ALL OWNERSHIP AND ADJACENT PROPERTY LINES, ADJOINER LOCATION AND NOTES. EASEMENTS. PROPERTY CORNER MARKINGS, ELEVATION INFORMATION, AND EXISTING SITE CONDITIONS ARE BASED ON THE LAND SURVEY PLAT THAT WAS PREPARED BY EVERGREEN SURVEYING, INC.. EVERGREEN. COLORADO. 80439. PH. (303) 674JN4. CONTACT EVERGREEN SURVEYING, INC. FOR ALL OUESTIONS CONCERNING THE SHOWN EXISTING CONDITIONS INCLUDING. BUT NOT LIMITED TO, OWNERSHIP AND ADJACENT PROPERTY LINES, EASEMENTS, PROPERTY CORNER MARKINGS. EXISTING UTILITY MARKINGS, AND ELEVATION INFORMATION. 2. BASIS OF BEARINGS WERE ESTABLISHED BY THE LAND SURVEY PLAT, SEE NOTE et. THE PLAT ST ICH IS A THAT THE BEARINGS ARE CONSISTENT WITH THE CITY OF WHEAT RIDGE CURRENT CRY DATUTA� GROUND - BASED MODIFIED FORM OF THE NAD83 HARN STATE PLANE COORDINATE SYSTEM. 3, BENCHMARK THE BENCHMARK WAS LOCATED DURING THE PREPARATION OF THE LAND SURVEY PLAT, SEE NOTE W THE PLAT STATES THAT ELEVATIONS ARE ON THE NORTH AMERICAN VERTICAL DATUM OF 1989 (NAVD-08), PERMANENT HIGH ACCURACY CONTROL POINT 81, HAVING AN ELEVATION OF 5471.62. c 4. BURIED UTILITIES AND/OR PIPE LINES ARE SHOWN PER VISIBLE AND APPARENT SURFACE EVIDENCE OR RECORD DRAWINGS OF THE CONSTRUCTED UTILITY LINES. IF MORE ACCURATE LOCATIONS OF UNDERGROUND UTILITIES ARE REWIRED. THE UTILITY WILL HAVE TO BE VERIFIED BY FIELD POTHOLING. NEITHER THE ENGINEER NOR THE SURVEYOR OF RECORD SHALL BE LIABLE FOR THE LOCATION OF OR THE FAILURE TO NOTE THE LOCATION OF NON - VISIBLE UTILITIES 5. ALL SIGNAGE AND STRIPING SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AS PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, LATEST REVISION. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSION OF EXIT RAMPS. PRECISE BUILDING DIMENSIONS, AND EXACT UTILITY ENTRANCE LOCATIONS. 7. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF ADDITIONAL DIMENSIONS ARE NEEDED. CONTACT THE ENGINEER FOR CLARIFICATION. 8. REFERENCE ARCHITECTURAL PLANS FOR ALL SITE SIGNAGE. 9. ALL DEMOLISHED MATERIAL SHALL BE REMOVED OFF OF THE SITE AND DISPOSED OF IN A LEGAL MANNER, NO WASTE MATERIALS ARE TO BE DISPOSED OF ON SITE ENGINEER'S SITE AND HORIZONTAL CONTROL P LAN A 1. SITE PLAN FOR SEE LANDSCAPE \ s ue , PUN FOR SEEDING p AND OTHER \ RE- VEGETATION NOTE 70.2 704.. � J 106 68 .c7 .,..r O/ PERVIOUS PAVE � 1370-SF i .A" ./ � I� L� iX 69. I 2% I= h \ 6 9 'vab - mo1960 0 FINISH FLOOR = 5370.0 (min.) I PERVIOUS PAVERS � 68.12 3000 -SF 69 LEGEND i z r J o) I > 1 % j -� �4a SURFACE DRAINAGE FLOW N zIf W I DIRECTION AND GRADE ® 0 PROPOSED SURFACE Z n z 0 / 86.OFL O j O THS DRAMNG IS CONSIDERED A PROPRIETARY PRODUCT OF N PgNi LNGNLERNG n NOT W D N ANY ORTHOGONAL GRADE d eg 1 a z BE U6EO OR REPRODUCED MANNER UNLESS AUTHORIZED IN YRITINC B MKJI PONT ENGINEERING. �-LJ PROPOSED 6POi ELEVATION 6G 0 EXISTING SPOT ELEVATION (FT). ( PROPOSED 1-FT CONTOUR O EXISTING &FT CONTOUR - - s, EXISTING 1-FT CONTOUR — — PROPERTY LINE �x roc UST OF ABBREVIATIONS GRAPHIC SCALE CL =CENTERLINE CWA = CONCRETE WASHOUT AREA a CY =CUBIC YARDS EL - ELEVATION EX =EXISTING IN RT) FF(E) -FINISH FLOOR (ELEVATION) i Im6 W R FL FT =FLOWLINE =FEET HP =HIGH POINT LP -LOW POINT UTILITY NOTIFICATION CENTER OF MIN =MINIMUM I� Y NTS =NOT TO SCALE 16361 TABLE MOUNTAIN PARKWAY !; -WAY (R.O.W.) O GOLDEN, CO 86103 ST = STATION TBC =TOP, BACK OF CURB CALL 2 -BUSINESS DAYS IN TOC =TOP OF CONCRETE ADVANCE BEFORE YOU DIG, T.O.P. TO =TOP OF PIPE -TOP OF ALL Kn S below. OR EXCAVATE FOR THE TYP MARKINGS OF UNDERGROUND before you 41Q MEMBER UTILITIES 641.5 F1 ;� /L Call CAUTION: NOTICE TO CONTRACTOR, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF G U EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND. WHERE POSSIBLE. ES LZ O ZS MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE, THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. PURSUANT TO C.R.S. SEC. 9- 1.5.107. ALL UNDERGROUND UTILITIES MUST BE FIELD LOCATED BY THE APPROPRIATE AGENCY OR UTILITY COMPANY PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 2 -BUSINESS DAYS. NOT INCLUDING THE DAY OF ACTUAL NOTICE, BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOC ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PUNS. I! i z r J o) I > j -� �4a N zIf W I 0 �� �• Z n z 0 / 86.OFL O j O THS DRAMNG IS CONSIDERED A PROPRIETARY PRODUCT OF N PgNi LNGNLERNG n NOT W D N ANY Of d eg 1 a z BE U6EO OR REPRODUCED MANNER UNLESS AUTHORIZED IN YRITINC B MKJI PONT ENGINEERING. �661FL t ( O 6f.2 EL s, �x roc co FL fig. Y !; I I 641.5 F1 ;� G U Y ES LZ O ZS 69.0 I! Y NOTES: 1. ALL OWNERSHIP AND ADJACENT PROPERTY LINES. ADJOINER LOCATION AND NOTES. EASEMENTS. PROPERTY CORNER MARKINGS, ELEVATION INFORMATION, AND EXISTING SITE CONDITIONS ARE BASED ON THE LAND SURVEY PLAT THAT WAS PREPARED BY EVERGREEN SURVEYING. INC., EVERGREEN, COLORADO, 80439, PH. (303) 674,14". CONTACT EVERGREEN SURVEYING, INC. FOR ALL QUESTIONS CONCERNING THE SHOWN EXISTING CONDITIONS INCLUDING. BUT NOT LIMITED TO, OWNERSHIP AND ADJACENT PROPERTY LINES, EASEMENTS, PROPERTY CORNER MARKINGS, EXISTING UTILITY MARKINGS, AND ELEVATION INFORMATION. 2. BASIS OF BEARINGS WERE ESTABLISHED BY THE LAND SURVEY PLAT, SEE NOTE K1. THE PUT STATES THAT THE BEARINGS ARE CONSISTENT WITH THE CITY OF WHEAT RIDOE CURRENT CITY DATUM. 3. BENCHMARK... THE BENCHMARK WAS LOCATED DURING THE PREPARATION OF THE LAND SURVEY PUT, SEE NOTE N7. THE PUT STATES THAT ELEVATIONS ARE ON THE NORTH AMERICAN VERTICAL DATUM OF 1966 (NAVD -Be). PERMANENT HIGH ACCURACY CONTROL POINT 01, HAVING AN ELEVATION OF 5471.82. 4. BURIED UTILITIES AND /OR PIPE LINES ARE SHOWN PER VISIBLE AND APPARENT SURFACE EVIDENCE OR RECORD DRAWINGS OF THE CONSTRUCTED UTILITY LINES. IF MORE ACCURATE LOCATIONS OF UNDERGROUND UTILITIES ARE REQUIRED, THE UTILITY WILL HAVE TO BE VERIFIED BY FIELD POTHOLING. NEITHER THE ENGINEER NOR THE SURVEYOR OF RECORD SHALL BE LIABLE FOR THE LOCATION OF OR THE FAILURE TO NOTE THE LOCATION OF NON - VISIBLE UTILITIES. 5. ALL SIGNAGE AND STRIPING SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AS PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, LATEST REVISION. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSION OF EXIT RAMPS, PRECISE BUILDING DIMENSIONS, AND EXACT UTILITY ENTRANCE LOCATIONS. 7. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF ADDITIONAL DIMENSIONS ARE NEEDED, CONTACT THE ENGINEER FOR CLARIFICATION 8, REFERENCE ARCHITECTURAL PLANS FOR ALL SITE SIGNAGE. 9. ALL DEMOLISHED MATERI L SHALL BE REMOVED OFF OF THE SITE AND DISPOSED OF IN A LEGAL MANNER NO WASTE MATERIALS ARE TO BE DISPOSED OF ON SITE. FINAL GRADING AND PERMANENT BMP PL A 1, SITE PLAN FOR wI 0 - �w \ > a Z �• SEE LANDSCAPE PLAN FOR SEEDING '� O ,. RE- VEGETATION / 67. O 0C PROPR�[lu+r HIGH NOTE 702 6883 69. 68.0 \\ 9 / i fi7 R 6 m K / / 68.OFL Z PON[ O OR REP I IS NOT ANY �. 70.3 69 9 — — — J - MANNER UNLESS AJMORIZED IN O © O O .h/ O O O ff_ ^ �' �! V 4 V <J V '+� �/ V g J MRITND B`' 69 .} HIGN PONT EtNiNE @IVG. wF I O / 69.1 FL L I FINISH . O I 69- FLOOR W Lu 69 i = 5370.0 (min.) �, Op 68.2 FL Lu I owvr � . � 9 rg. 1 0�3% TOC 6 7 69. u E7;p�i 5 9A v TBC 6e ® s 68' PERVIOUS PAVERS 2% "3T- Zi AFL 1 �`�' 3DOPSF fw - J 1 I O/ PERVIOUS PAVERS L � � � 706 1370 -SF i Lp K 68. 68. 68 LP fig. 69. 69 706 9.0 bb 7 5 4 a € s sg LE GEND 1 X SURFACE DRAINAGE FLOW DIRECTION AND GRADE ® PROPOSED SURFACE ORTHOGONAL GRADE PROPOSED SPOT ELEVATION �. 6:: G EXISTING SPOT ELEVATION (FT). PROPOSED 1-FT CONTOUR EXISTING 5-FT CONTOUR — — EXISTING 11 CONTOUR PROPERTY LINE LIST OF ABBREVIATIONS GRAPHIC SCALE CL 'CENTERLINE CWA = CONCRETE WASHOUT AREA m CY =CUBIC YARDS EL - ELEVATION EX - EXISTING ( IN IQT) FF(E) - FINISH FLOOR (ELEVATION) 1 Inch - 20 K FL = FLOWLINE FT =FEET HIP :HIGH POINT LP =LOW POINT O UTILITY NOTIFICATION CENTER OF MIN =MINIMUM COLORADO NTS NOT TO SCALE O 16361 TABLE MOUNTAIN PARKWAY ROW = RIGHT -OF -WAY (R.O.W.) GOLDEN. CO 80403 STA = STATION TBC =TOP, BACK OF CURB CALL 2�USINESS DAYS IN TOC =7pp pF CONCRETE ADVANCE BEFORE YOU DIG, TOP aTOP OF PIPE Know whars b@IOW. GRADE, OR EXCAVATE FOR THE TOW .TOP OF WALL A Call t fm you dig. MEMBER LITILMES UND ERGROUND TYP = TYPICAL C A U TION: NOTICE TO CONTRACTOR, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND. WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD, THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. PURSUANT TO C.R.S. SEC. 9.1.5-103. ALL UNDERGROUND UTILITIES MUST BE FIELD LOCATED BY THE APPROPRIATE AGENCY OR UTILITY COMPANY PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 2- BUSINESS DAYS. NOT INCLUDING THE DAY OF ACTUAL NOTICE, BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. NOTES: 1. ALL OWNERSHIP AND ADJACENT PROPERTY LINES. ADJOINER LOCATION AND NOTES, EASEMENTS, PROPERTY CORNER MARKINGS, ELEVATION INFORMATION. AND EXISTING SITE CONDITIONS ARE BASED ON THE LAND SURVEY PLAT THAT WAS PREPARED BY EVERGREEN SURVEYING. INC.. EVERGREEN. COLORADO, 80439. PH. (303) 6743{4. CONTACT EVERGREEN SURVEYING, INC. FOR ALL QUESTIONS CONCERNING THE SHOWN EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO, OWNERSHIP AND ADJACENT PROPERTY LINES. EASEMENTS, PROPERTY CORNER MARKINGS, EXISTING UTILITY MARKINGS. AND ELEVATION INFORMATION, 2. BASIS OF BEARINGS WERE ESTABLISHED BY THE LAND SURVEY PLAT, SEE NOTE pt. THE PLAT STATES THAT THE BEARINGS AHt CONSISTENT WITH THE CITY OF WHEAT RIDGE CURRENT CITY DATUM. 3. BENCHMARK: THE BENCHMARK WAS LOCATED DURING THE PREPARATION OF THE LAND SURVEY PUT. SEE NOTE 01. THE PLAT STATES THAT ELEVATIONS ARE ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD -88). PERMANENT HIGH ACCURACY CONTROL POINT 91, HAVING AN ELEVATION OF 5471.62. 4. BURIED UTILITIES AND /GR PIPE LINES ARE SHOWN PER VISIBLE AND APPARENT SURFACE EVIDENCE OR RECORD DRAWINGS OF THE CONSTRUCTED UTILITY LINES. IF MORE ACCURATE LOCATIONS OF UNDERGROUND UTILITIES ARE REQUIRED. THE UTILITY WILL HAVE TO BE VERIFIED BY FIELD POTHOLING. NEITHER THE ENGINEER NOR THE SURVEYOR OF RECORD SHALL BE LIABLE FOR THE LOCATION OF OR THE FAILURE TO NOTE THE LOCATION OF NON - VISIBLE UTILITIES. S. ALL SIGNAGE AND STRIPING SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AS PUBLISHED BY THE US. DEPARTMENT OF TRANSPORTATION, LATEST REVISION. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSION OF EXIT RAMPS. PRECISE BUILDING DIMENSIONS. AND EXACT UTILITY ENTRANCE LOCATIONS. 7. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF ADDITIONAL DIMENSIONS ARE NEEDED, CONTACT THE ENGINEER FOR CLARIFICATION. 8. REFERENCE ARCHITECTURAL PLANS FOR ALL SITE SIGNAGE. B. ALL DEMOLISHED MATERIAL SHALL BE REMOVED OFF OF THE SITE AND DISPOSED OF IN A LEGAL MANNER NO WASTE MATERIALS ARE TO BE DISPOSED OF ON SITE Fl ERMANENT BMP PLAN T FENCE E- RIDGE 801 S11 C'�,,D WHEAT � Of, P'su "E SILT CE .'NEERING" SILT FENCE CITY OF WHEAT RIDGE F-804 VTC;.WASH DEPT 0+ POEILIC NORMS VTC WITH WHEEL =WM.SH F"OZ-FOLIGOI SION E _ El � 11 mum"* *CI�01` WHEAT RIDGE S -LIT A CONCRETE WASHOUT AREA F4106CONIC WA CITY OF WHEAT RIDGE F B02 STAGING STABILIZED STAGING AREA DION== E .1. 1 .— -TI 1 SEE PVN SEW f00. IT— gLOWOROWiHI N`D 9D I] '6E 1 W 'ItM ALL NOlUw3 SEEDS —1UDNo MANN WI CANApMA THISTLE oSAItm rr np MDIAEED JUNSd GAASS — MTE. WD LEAH' S—GE a ;HE _ S "A ID TIL — — — — — TH TTOR A . IAIT . —I E --To t' I.- A 1D11 -1 FLAB SEFN TESTED V A lt* LA6 1.1 MI MOLDY -O'W-MEDAI A ED N 1RA1.,SIDSADEWR NOT . AEPIAKE STEEL MKV3 a—L K T*(TTOtD ib ME CRY UPON AEd)FET MIL SE1151,111 11 BETA, C-FOft TO 11 TAXI ON THE RgIT I I. V. AV.V tAdlf - I., —DET OD ., EO ., TI —I— SEED 1. —1 PFIIGEMAOF Of 11 SllTA "I - - - - - — St E� - 1. T00 -D I—D TO .E ,"TT DfL THE 100 jWD IM Wlrft.IITO ME DLIWTT' ar p"SS Of SE ED, A 111 . NIInAVArgN1. _DS OF _ U. 1ENT ED � SE "I 61 �O —ESS —Vm- AIAMOVm BY THE CITY II EE ALL .� TO SE SLID' D MU ED � 4 MINE � l -1 Tl 0. OSD,l _F, IS �W TO A DEPI At 1- RETCHES OEP — ROWS AND MW S 61 LOOSSTEO 1. A DE— or a EES Op TO SPREAOHO F SOIL 4 TO SE T I , ODdENED MLI M I. A DE—Of AT LEAST 6.T f. FS TNF TOPE NOTES SLOW OR— ER TT 2 �U MF C—F-I ED - — THAT H— Ifi �QS I t� 0 K RE .0 SEED Q TO K APPLIED LSWG A MEDILAL DRU TDA OIL— Of 1. ROW 0 9MLL 6C LE TO D If MES-ty MOADCAlft AT I— TftIES TtIf MILLED 11ATE TEIF. L�tY tlt� SEED SEEDISTO TO PR� A SEED DEPTH IS �LELY � l I— ROLLED TO �T THE. TO AMVE .SLSSIANT�LIOMIF'.NEN— TAE EDITI In MIS M4Y REDVRESJ0 DLL Y06k"tIWS Epp SEEM AND M .1 SEEDNO .4 1—" SLDIIfflOTjHllr—S—T SEEDEDAIDWLdEUMLAS9 LK—ECTEDF.RK— IDCOt.£RAOE Ly FOR I-EW. D<OKRAgE f . A IPRpVED Yp — ITS. 3 3 4 FREE Fl Nff.TIOi Of 1FD—S NFEDSNACCORpMCEwM TEEM" 6 D , T ME LTESEEDMW��ALL ILLROVEDEty THE ITT PERMANENT DRILL SEEDING MIX I TOTAL I I I TEMPORARY DRILL SEEDING MIX LOW-GROWTHDR11 I %FFrVNr.RMY dPFCFS — vMll[Tlr — wISS ----------- M OGIIAEt rExO`A c S.E GSAIAA TA 20 GR MSTEA. .I-- St.— —A ANFFGWSS AS L III.— C T11—M TOTAL .AIR' SAAClRQC OREN NEEDLESMll LODOAI1 sa I TOTAL I I I TEMPORARY DRILL SEEDING MIX LOW-GROWTHDR11 I %FFrVNr.RMY dPFCFS — vMll[Tlr — wISS ----------- M OGIIAEt rExO`A S.E GSAIAA TA 20 GR MSTEA. .I-- EAT.RA$$ z u L III.— TOTAL � WON,. 4 : 40 11. 1 lew-Mim I'm M-2 CITY OF WHEAT RIDGE E-A03 SEED.NOTES DETAIL CODE DEPT. OF PUBLIC WORKS SEEDING AND MULCHING NOTES ENGINEERING DIVISION E APPROVED by SNN %,Q 7 , ER Z J 0 i g. La '6' LLI 0 z Z CONTROL DETAILS z u CONTROL DETAILS 69 59. / e9 HP SEE LANDSC E A \ • y PLAN FOR SEEDING A 69 '\ ROOF DRAIN AND ER 0387 0.39 \\ ' LEADER DOWN . RE -VE TION \ ''/TYP.) THIS SIDE NOTES \ \ / 1 PERVIOL � 1370 -SF `X \ LOT 1 BANDIMERE MINOR SUBDIVISION r v� I LIKE THE USE OF THE AERIAL PHOTO IN THE BACKGROUND- VERY INNOVATIVE' LEGEND RUNOFF TABLE BASIN DESIGNATION PROPOSED 5 -YEAR COMPOSITE A RUNOFF COEFFICIENT 0.000 0' 0.00 AREA PROPOSED 100 -YEAR IN ACRES COMPOSITE RUNOFF COEFFICIENT �. INSIDE BASIN FLOW DIRECTION OUTSIDE BASIN FLOW DIRECTION M BASIN BOUNDARY © DESIGN POINT DESIGNATION UTILITY NOTIFICATION CENTER OF COLORADO O J 18361 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 ✓D CALL 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. Know whaYS belo GRADE, OR EXCAVATE FOR THE MARKINGS OF UNDERGROUND C all before you dig. MEMBER UTILITIES CAUTION. NOTICE TO CONTRACTOR, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION UNES WHOSE LOCATIONS ARE NOT SHOWN PURSUANT TO C.R.S. SEC. 9-1.5.103, ALL UNDERGROUND UTILITIES MUST BE FIELD LOCATED BY THE APPROPRIATE AGENCY OR UTILITY COMPANY PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 2- BUSINESS DAYS. NOT INCLUDING THE DAY OF ACTUAL NOTICE. BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS Of THE UTILITIES. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. �+ 89 69 B ' 69 n e/I i u c` 9 E NEED TO SHOW THE FOLLING ITEMS ON THE PLAN VIEW 1 CURB 6 GUTTER 2 MONITORING WELL LOCATIONS (BEHIND CURBING) 450.37' _ FINISH FLOOR = 5370.0 (min.) L r�l* PERVIOUS PAVERS 3000 -SF HERRINGBONE TI PATTERN 88. -69 �! 057 450.43 L -� F �.\ DETIUL A Beam Data • t h-1, �s /1\ MONITORING RuwB E a dwia ouoa �� w WELLS MUST BE PLACED BEHIND THE CURBING � 3 � 0 _g � Z � 1 W 0 = � Z � r V U - OS1 .320 0.28 IA nns g1ANNC IS C CT 01 RW A PROPRIETARY PRODUCT 01 MACH PgNI E \ONEWNG. II IS ROI 10 BE USED OR REPROU O N BZED ANY YAN7EN UTA I AUTNg N 3 1 i n m o a € 69 59. / e9 HP SEE LANDSC E A \ • y PLAN FOR SEEDING A 69 '\ ROOF DRAIN AND ER 0387 0.39 \\ ' LEADER DOWN . RE -VE TION \ ''/TYP.) THIS SIDE NOTES \ \ / 1 PERVIOL � 1370 -SF `X \ LOT 1 BANDIMERE MINOR SUBDIVISION r v� I LIKE THE USE OF THE AERIAL PHOTO IN THE BACKGROUND- VERY INNOVATIVE' LEGEND RUNOFF TABLE BASIN DESIGNATION PROPOSED 5 -YEAR COMPOSITE A RUNOFF COEFFICIENT 0.000 0' 0.00 AREA PROPOSED 100 -YEAR IN ACRES COMPOSITE RUNOFF COEFFICIENT �. INSIDE BASIN FLOW DIRECTION OUTSIDE BASIN FLOW DIRECTION M BASIN BOUNDARY © DESIGN POINT DESIGNATION UTILITY NOTIFICATION CENTER OF COLORADO O J 18361 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 ✓D CALL 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. Know whaYS belo GRADE, OR EXCAVATE FOR THE MARKINGS OF UNDERGROUND C all before you dig. MEMBER UTILITIES CAUTION. NOTICE TO CONTRACTOR, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION UNES WHOSE LOCATIONS ARE NOT SHOWN PURSUANT TO C.R.S. SEC. 9-1.5.103, ALL UNDERGROUND UTILITIES MUST BE FIELD LOCATED BY THE APPROPRIATE AGENCY OR UTILITY COMPANY PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 2- BUSINESS DAYS. NOT INCLUDING THE DAY OF ACTUAL NOTICE. BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS Of THE UTILITIES. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. �+ 89 69 B ' 69 n e/I i u c` 9 E NEED TO SHOW THE FOLLING ITEMS ON THE PLAN VIEW 1 CURB 6 GUTTER 2 MONITORING WELL LOCATIONS (BEHIND CURBING) 450.37' _ FINISH FLOOR = 5370.0 (min.) L r�l* PERVIOUS PAVERS 3000 -SF HERRINGBONE TI PATTERN 88. -69 �! 057 450.43 L -� F �.\ DETIUL A Beam Data { t h-1, Int-fty /1\ MONITORING RuwB E a dwia ouoa �� w WELLS MUST BE PLACED BEHIND THE CURBING � 3 � 0 _g � Z � 1 W a = � Z � r V U W � Y nns g1ANNC IS C CT 01 RW A PROPRIETARY PRODUCT 01 MACH PgNI E \ONEWNG. II IS ROI 10 BE USED OR REPROU O N BZED ANY YAN7EN UTA I AUTNg N 3 V n m o a € € €s6£ K I c v ¢' ^ A E £ O O OS? 032 0.28 035 048 108 38 TI 0.11 015 03 1.1 A 0.37 0.39 045 038 109 3.8 7.1 0.16 02' 01 1.5 8 C6U 069 073 0.57 100 78 7.1 043 0.34 1.6 2.4 C 0.06 0.29 0.36 0.51 700 3.8 7.1 0.07 0.07 DETAIL B � I ( TOC B I �' a �m II h� 1 2` ..1 1 f7 i 69 69. 1_ ERFLOw 1MffiN I EAST PICP RACHF� JP TO _ I F F` I I { r a m l /1\ MONITORING J 29 u E a dwia ouoa �� w WELLS MUST BE PLACED BEHIND THE CURBING � 3 � � Z � 1 W a = � Z � 7 I W � r n "1 nns g1ANNC IS C CT 01 RW A PROPRIETARY PRODUCT 01 MACH PgNI E \ONEWNG. II IS ROI 10 BE USED OR REPROU O N BZED ANY YAN7EN UTA I AUTNg N 3 NIGH PONT ENpNCERING. n m o a € € €s6£ I ERFLOw 1MffiN I EAST PICP RACHF� JP TO _ I F F` I I PLEASE INCLUDE THE FOLLOWING NOTES. 1. THE CONTRACTOR SHALL CALL THE DEPARTMENT OF PUBLIC WORKS AT 303 235 2861 FOR AN INSPECTION A MINIMUM OF 24 HOURS PRIOR TO PLACEMENT OF THE FILTER FABRIC OR RESERVOIR ROCK FOR THE PERMEABLE INTERLOCKING CONCRETE PAVERS (PICP) AREAS FAILURE TO COMPLY WITH THIS REQUIREMENT WALL RESULT IN THE REMOVAL OF ALL MATERIALS AND SCARIFICATION OF THE SUBGRADE 2. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS DURING THE EXCAVATION FOR THE PICP SO AS TO NOT COMPACT THE SUBGRADE 3 IF HEAVY EQUIPMENT IS USED DURING EXCAVATION THE PUBLIC WORKS INSPECTOR MAY REQUIRE THE SUBGRADE TO BE SCARIFIED PRIOR TO PLACEMENT OF THE FILTER FABRIC AND RESERVOIR ROCK 4. CONTRACTOR SHALL PROTECT PICP AREA FOLLOWING PAVEMENT CONSTRUCTION TO PREVENT SEDIMENT FROM ENTERING THESE AREAS BY THE USE OF ROCK SOCKS, PROTECTIVE BLANKETING, AND OTHER APPROVED BMPS AT THE DISCRETION OF THE PW INSPECTOR, ANY AREAS NOT ADEQUATELY PROTECTED MAY NEED TO BE RECONSTRUCTED AT THE SOLE EXPENSE OF THE PROPERTY OWNER. Z CITY OF WHEAT RIDGE GRAPHIC SCALE PUBLIC WORKS DATE 11/05112 RECEIVED 11105112 1st Submittal -Building Set 1 p 220 K { r a m l /1\ MONITORING w WELLS MUST BE PLACED BEHIND THE CURBING s.so lfi M PLEASE INCLUDE THE FOLLOWING NOTES. 1. THE CONTRACTOR SHALL CALL THE DEPARTMENT OF PUBLIC WORKS AT 303 235 2861 FOR AN INSPECTION A MINIMUM OF 24 HOURS PRIOR TO PLACEMENT OF THE FILTER FABRIC OR RESERVOIR ROCK FOR THE PERMEABLE INTERLOCKING CONCRETE PAVERS (PICP) AREAS FAILURE TO COMPLY WITH THIS REQUIREMENT WALL RESULT IN THE REMOVAL OF ALL MATERIALS AND SCARIFICATION OF THE SUBGRADE 2. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS DURING THE EXCAVATION FOR THE PICP SO AS TO NOT COMPACT THE SUBGRADE 3 IF HEAVY EQUIPMENT IS USED DURING EXCAVATION THE PUBLIC WORKS INSPECTOR MAY REQUIRE THE SUBGRADE TO BE SCARIFIED PRIOR TO PLACEMENT OF THE FILTER FABRIC AND RESERVOIR ROCK 4. CONTRACTOR SHALL PROTECT PICP AREA FOLLOWING PAVEMENT CONSTRUCTION TO PREVENT SEDIMENT FROM ENTERING THESE AREAS BY THE USE OF ROCK SOCKS, PROTECTIVE BLANKETING, AND OTHER APPROVED BMPS AT THE DISCRETION OF THE PW INSPECTOR, ANY AREAS NOT ADEQUATELY PROTECTED MAY NEED TO BE RECONSTRUCTED AT THE SOLE EXPENSE OF THE PROPERTY OWNER. Z CITY OF WHEAT RIDGE GRAPHIC SCALE PUBLIC WORKS DATE 11/05112 RECEIVED 11105112 1st Submittal -Building Set 1 p 220 K o' ca LLI (to W W 00 � V o W�- Uj Q 4 h �a 0 YI-'U'j W LO Q w _ '. w � a3 CALE PNOJ. \0. AS SHOWN 12 - 0448 RAWNG STATUS BUILDING PERMIT APPUCATION lfi M Y a a € € €s6£ o' ca LLI (to W W 00 � V o W�- Uj Q 4 h �a 0 YI-'U'j W LO Q w _ '. w � a3 CALE PNOJ. \0. AS SHOWN 12 - 0448 RAWNG STATUS BUILDING PERMIT APPUCATION GRAPHIC SCALE e 1 Inch - 20 M UTILIT NOTIFICATION CENTER Of COLORADO [Zj 16361 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 CALL 2- BUSINESS DAYS IN be low. BEFORE YOU DIG. Know whaft b@ IOW. GRADE. OR EXCAVATE FOR THE MARgN0.9 Of UNDERGROUND C all before you dig. MEMBER UTILITIES C AUTION: NOTICE TO CONTRACTOR. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN PURSUANT TO C.R.S. .1 SEC. 9.5-103. ALL UNDERGROUND UTILITIES MUST BE FIELD LOCATED BY THE APPROPRIATE AGENCY OR UTILITY COMPANY PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 2- BUSINESS DAYS. NOT INCLUDING THE DAY OF ACTUAL NOTICE, BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. VALLEY WATER DISTRICT 12101 WEST SM AVE, WHEAT RIDGE, CO 80034 (303)424.9881 WHEAT RIDGE WATER DEPARTMENT PERRY NICKLE (303) 4242844 SANITATION CLEAR CREEK VALLEY 5420 HARLAN STREET ARVADA, CO 80002 (303) 4244194 FIRE ARVADA FIRE PROTECTION DISTRICT 7903 ALLISON WAY ARVADA. COLORADO ROODS (303)424.31112 GAS EXCEL MIKE E SLER (303) 425-3955 KEYNOTES: 07 BURIED 4-W SANITARY SEWER SERVICE LINE 0 2% GRADE MINIMUM. EXISTING SERVICE LOCATION TO BE VERIFIED. a2 CONNECT TO EXISTING GAS LI4E, COORDINATE WITH SERVICE PROVIDER 31 PROPOSED 3/4 WATER SERVICE. TYPE - K - COPPER TUBING �1 EXISTING SANITARY SERVICE LOCATION IS APPROXIMATE: SERVICE LOCATION TO BE FIELD VERIFIED PRIOR TO INSTALLATION OF SERVICE AT BUILDING �5 ABANDON OR DEMOLISH EXISTING GAS LINE ❑8 GAS METER SET, COORDINATE WITH EXCEL GAS COMPANY NOTES (E) 6TORM BEVIER 1. ALL OWNERSHIP AND ADJACENT PROPERTY LINES, ADJOINER LOCATION AND NOTES, EASEMENTS, PROPERTY CORNER MARKINGS, ELEVATION INFORMATION, AND EXISTING SITE CONDITIONS ARE BASED ON THE LAND SURVEY PLAT THAT WAS PREPARED BY EVERGREEN SURVEYING. INC., EVERGREEN. COLORADO. SM39. PH (303) 874-3444. CONTACT EVERGREEN SURVEYING, INC. FOR ALL QUESTIONS CONCERNING THE SHOWN EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO, OWNERSHIP AND ADJACENT PROPERTY LINES. EASEMENTS. PROPERTY CORNER MARKINGS. EXISTING UTILITY MARKINGS, AND ELEVATION INFORMATION. 2. BURIED UTILITIES AND /OR PIPE LINES ARE SHOWN PER VISIBLE AND APPARENT SURFACE EVIDENCE OR RECORD DRAWINGS OF THE CONSTRUCTED UTILITY LINES. IF MORE ACCURATE LOCATIONS OF UNDERGROUND UTILITIES ARE REQUIRED, THE UTILITY WILL HAVE TO BE VERIFIED BY FIELD POTHOLING. NEITHER THE ENGINEER NOR THE SURVEYOR OF RECORD SHALL BE LIABLE FOR THE LOCATION OF OR THE FAILURE TO NOTE THE LOCATION OF NON - VISIBLE UTILITIES. 3. REFERENCE ARCHITECTURAL PLANS FOR ALL SITE SIGNAGE. 4. ALL DEMOLISHED MATERIAL SHALL BE REMOVED OFF OF THE SITE AND DISPOSED OF IN A LEGAL MANNER. NO WASTE MATERIALS ARE TO BE DISPOSED OF ON SITE. UTILITY CONTACTS: (E) SANITARY SEWER 8' Pvc RIM = 5381.7 3 INV =53823 6 (E) SANITARY SERVICE CONNECTION APPROXI BO UNDARY LINE ("YP LEAN-OUT 5382.0 F COORDINATE WITH MECHANICAL DRAWINGS FOR UTILITY CONTINUATION WITH BUILDIN � ( I I X X X � � - (E)�WATER I 2 I t y GRAPHIC SCALE e 1 Inch - 20 M UTILIT NOTIFICATION CENTER Of COLORADO [Zj 16361 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 CALL 2- BUSINESS DAYS IN be low. BEFORE YOU DIG. Know whaft b@ IOW. GRADE. OR EXCAVATE FOR THE MARgN0.9 Of UNDERGROUND C all before you dig. MEMBER UTILITIES C AUTION: NOTICE TO CONTRACTOR. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN PURSUANT TO C.R.S. .1 SEC. 9.5-103. ALL UNDERGROUND UTILITIES MUST BE FIELD LOCATED BY THE APPROPRIATE AGENCY OR UTILITY COMPANY PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 2- BUSINESS DAYS. NOT INCLUDING THE DAY OF ACTUAL NOTICE, BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. VALLEY WATER DISTRICT 12101 WEST SM AVE, WHEAT RIDGE, CO 80034 (303)424.9881 WHEAT RIDGE WATER DEPARTMENT PERRY NICKLE (303) 4242844 SANITATION CLEAR CREEK VALLEY 5420 HARLAN STREET ARVADA, CO 80002 (303) 4244194 FIRE ARVADA FIRE PROTECTION DISTRICT 7903 ALLISON WAY ARVADA. COLORADO ROODS (303)424.31112 GAS EXCEL MIKE E SLER (303) 425-3955 KEYNOTES: 07 BURIED 4-W SANITARY SEWER SERVICE LINE 0 2% GRADE MINIMUM. EXISTING SERVICE LOCATION TO BE VERIFIED. a2 CONNECT TO EXISTING GAS LI4E, COORDINATE WITH SERVICE PROVIDER 31 PROPOSED 3/4 WATER SERVICE. TYPE - K - COPPER TUBING �1 EXISTING SANITARY SERVICE LOCATION IS APPROXIMATE: SERVICE LOCATION TO BE FIELD VERIFIED PRIOR TO INSTALLATION OF SERVICE AT BUILDING �5 ABANDON OR DEMOLISH EXISTING GAS LINE ❑8 GAS METER SET, COORDINATE WITH EXCEL GAS COMPANY NOTES (E) 6TORM BEVIER 1. ALL OWNERSHIP AND ADJACENT PROPERTY LINES, ADJOINER LOCATION AND NOTES, EASEMENTS, PROPERTY CORNER MARKINGS, ELEVATION INFORMATION, AND EXISTING SITE CONDITIONS ARE BASED ON THE LAND SURVEY PLAT THAT WAS PREPARED BY EVERGREEN SURVEYING. INC., EVERGREEN. COLORADO. SM39. PH (303) 874-3444. CONTACT EVERGREEN SURVEYING, INC. FOR ALL QUESTIONS CONCERNING THE SHOWN EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO, OWNERSHIP AND ADJACENT PROPERTY LINES. EASEMENTS. PROPERTY CORNER MARKINGS. EXISTING UTILITY MARKINGS, AND ELEVATION INFORMATION. 2. BURIED UTILITIES AND /OR PIPE LINES ARE SHOWN PER VISIBLE AND APPARENT SURFACE EVIDENCE OR RECORD DRAWINGS OF THE CONSTRUCTED UTILITY LINES. IF MORE ACCURATE LOCATIONS OF UNDERGROUND UTILITIES ARE REQUIRED, THE UTILITY WILL HAVE TO BE VERIFIED BY FIELD POTHOLING. NEITHER THE ENGINEER NOR THE SURVEYOR OF RECORD SHALL BE LIABLE FOR THE LOCATION OF OR THE FAILURE TO NOTE THE LOCATION OF NON - VISIBLE UTILITIES. 3. REFERENCE ARCHITECTURAL PLANS FOR ALL SITE SIGNAGE. 4. ALL DEMOLISHED MATERIAL SHALL BE REMOVED OFF OF THE SITE AND DISPOSED OF IN A LEGAL MANNER. NO WASTE MATERIALS ARE TO BE DISPOSED OF ON SITE. UTILITY CONTACTS: 0 M . Pedestrian Friendly, Environmentally Advanced The AquaBrica Series Avwew• wrnnaee <tw "I 1M urmv� Ll,.�la_. amuc mn/Awa &<• owl, M. ur;0✓m era e, aenwr ewr<e b. +.m. "gyp; rvul parr - e.er rw w rum m Ntrr risen P .lwal sew b P "r .aPUri nbaays eN uavlte• Avua & a a mad W Adnnwd Ammar w rwdppb nV•an MKMdnrArWtav4rdMb.l<I Aanr SYitrrM55"'. 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PIIBIK V,a VERTICAL CURB AND C ART PuBUG v.ce ORNEINAV SECTIONS ENCR DIVISION COMMERCIAL DRIV NTH C �SOd EN{dNEECCING D'vIYON ADA ACCESSIBLE SIDEWALK n �_ GUTTER (CG) SECTION_ ....e.,n ,.,. _� � F CO it] L -Z.' REFERENCES TO'PAY —= fg t a �� ITEMS ", AS THESE ARE FOR USE BY CITY -HIRED U {;ever dwnnW n du ap M �x <Aarrn m Un Fnnr ,M me wlw<,�<P K O Q Z �,/ CONTRACTORS ONLY bavr da • lea.enn ��� toz NOTE CONTWTIONJOM8REOURED COOT BTD A AT fanxraA taatadafa. Bo urt d < n4n::n pN<ampr'In; .APHk W e nu -mun d SOrin Paid+ d <vnpePnn rote wu <umpw<r,.: „ell M w -mud n;lir,n fi.e Im,t, d u�rtmemd M¢< d M<P•m.e+t ,& D nee enaevr wu,�nn�� arrww. ,«�N m. rmtr a r� RR V W wwAUMSFrACNfY. le cd1 a• aSEIAIEAR LNEAR NA COtA S NEW PAYNENI. OY GG TYPE J a m;^.gad M rea +< W rt<Jem Kane uem Tw <rvlace 4Jnrarn WI M P -: rnr mna Inar, eM,M wraa a`ull M Rv+4 to c: O Z CONCRETE y Ip E NA CO2B to ArW;umA•wdn kr wlrvlJJ te+.<p rn de w•cr ,wa NwrVnn � tram rM Bu:mr dae r� mac prvrn{ mme I Ipm <m;pnra, d4 wevarrY a � � <7C � G r.RK <daix Pr<Ppw d,.l ncn, PNerul, Kean <fra rh+nc 'I Jl uplw rtM,lcngwPnml acrd danere.rtvnYBm iter rlrnu4na Z e.a Wj t 17 Kn I.,.I. +r rant w "'S DRANVt, ; CON RED A RADIUS T.'r t1S RAORIS PROPRIETARY PRDOICT OF HIGH POST ENONEERNG. 1 1 IS No, TO reu+r�t eArle W r .•., '1 Milk G V HIGH PONT ENONEERING. � aeM �r.'.raasmmar r«n r. rm rcta+. man isommETran; VIEw A I {• ASPHALT A D TOP OF C31frB TO'OPE A R(I ,PTE crwrnrn nom <.ralr +, mrarc ToTIv OSGIm I I — 1'. ?R .wr n<aanr•.rnr� MAgilADECONPACTEDTO YNIIA cepiam PER . arraeranm 1 + WECIASUF'IUTION. COOT SECTION IO] or IrrAadlavrt rK miss ro,u >e tr!< ne"�OF.N•Om,q""aFwat, P�eea mlhKrou m�lll VERTICAL CURB 81 GUTTER (CG) SECTION Pin ww.n.aar GRAVEL BCACL t' • ra mraeeeram SECTION DRIVEWAY SECTIONS VERTICAL CURB DRIVECUT I I m•N °f'• CRY OF WHEAT RIDGE GDBT vCG rc,At. ® CITY OF WHEAT RIDGE sFDI DYNar.SECr cope 4 CITY OF WHEAT RIDGE GDD5 VCG.DCY caoa COOa DEPT OF PUBLIC vaWO18 OET. PIIBIK V,a VERTICAL CURB AND C ART PuBUG v.ce ORNEINAV SECTIONS ENCR DIVISION COMMERCIAL DRIV NTH C �SOd EN{dNEECCING D'vIYON ADA ACCESSIBLE SIDEWALK n �_ GUTTER (CG) SECTION_ ....e.,n ,.,. _� � F CO it] L m TYxAt aNUrw PdaKNO [ ^r ODNi1GUMTrOr CITY OF WHEAT RIDGE eC � T -BOt PARK T pEPKS TYPICAL MINIMUM PARKING LOT 6adCitNEEIOKi DIVIBK)N CONFIGURATION r t _ -Z.' —= fg t a �� O U {;ever dwnnW n du ap M �x <Aarrn m Un Fnnr ,M me wlw<,�<P K O Q Z �,/ bavr da • toz e Bo urt d < n4n::n pN<ampr'In; .APHk W e nu -mun d SOrin Paid+ d <vnpePnn rote wu <umpw<r,.: „ell M w -mud n;lir,n fi.e Im,t, d u�rtmemd M¢< d M<P•m.e+t ,& D 13 Or <anplNw cf •;b,rrm Jle fwd Llnrr,t ally c<mp;r:ucn ra,pn dr w.m+ r� RR V W $ J a m;^.gad M rea +< W rt<Jem Kane uem Tw <rvlace 4Jnrarn WI M P -: rnr mna Inar, eM,M wraa a`ull M Rv+4 to c: O Z r ,M.e Wpe Ip E ArW;umA•wdn kr wlrvlJJ te+.<p rn de w•cr ,wa NwrVnn � tram rM Bu:mr dae r� mac prvrn{ mme I Ipm <m;pnra, d4 wevarrY a � � <7C � G r.RK <daix Pr<Ppw d,.l ncn, PNerul, Kean <fra rh+nc 'I Jl uplw rtM,lcngwPnml acrd danere.rtvnYBm iter rlrnu4na Z e.a Wj Kn I.,.I. m TYxAt aNUrw PdaKNO [ ^r ODNi1GUMTrOr CITY OF WHEAT RIDGE eC � T -BOt PARK T pEPKS TYPICAL MINIMUM PARKING LOT 6adCitNEEIOKi DIVIBK)N CONFIGURATION r t _ -Z.' —= O {;ever dwnnW n du ap M �x <Aarrn m Un Fnnr ,M me wlw<,�<P K O Q Z �,/ bavr da • toz e Bo urt d < n4n::n pN<ampr'In; .APHk W e nu -mun d SOrin Paid+ d <vnpePnn rote wu <umpw<r,.: „ell M w -mud n;lir,n fi.e Im,t, d u�rtmemd M¢< d M<P•m.e+t u Or <anplNw cf •;b,rrm Jle fwd Llnrr,t ally c<mp;r:ucn ra,pn dr w.m+ r� RR V W $ J a m;^.gad M rea +< W rt<Jem Kane uem Tw <rvlace 4Jnrarn WI M P -: rnr mna Inar, eM,M wraa a`ull M Rv+4 to c: O Z r ,M.e Wpe i I ArW;umA•wdn kr wlrvlJJ te+.<p rn de w•cr ,wa NwrVnn � tram rM Bu:mr dae r� mac prvrn{ mme I Ipm <m;pnra, d4 wevarrY a � � <7C � G r.RK <daix Pr<Ppw d,.l ncn, PNerul, Kean <fra rh+nc 'I Jl uplw rtM,lcngwPnml acrd danere.rtvnYBm iter rlrnu4na Z e.a Wj Kn I.,.I. "'S DRANVt, ; CON RED A PROPRIETARY PRDOICT OF HIGH POST ENONEERNG. 1 1 IS No, TO BE USED OR REPRODUCED N ANY MANNER UFY2SS AJIHOR12ED IN Milk G V HIGH PONT ENONEERING. m TYxAt aNUrw PdaKNO [ ^r ODNi1GUMTrOr CITY OF WHEAT RIDGE eC � T -BOt PARK T pEPKS TYPICAL MINIMUM PARKING LOT 6adCitNEEIOKi DIVIBK)N CONFIGURATION r t _ City of `A� Wheat idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29` Ave. October 30, 2012 Mr. Farley Lozowick 33973 Upper Bear Creek Evergreen, CO 80439 Re: Green Herb – Site Plan / 3 Review Dear Mr. Lozowick: 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 Commercial - One (C -1) and located at 4565 Kipling Street. I have reviewed the site plan and have the only two comments: Cover Sheet 1. Please add the legal description to the cover sheet: LEGAL DESCRIPTION THAT PART OF THE EAST V2, EAST V2, NORTHEAST'/ OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6 P.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 1529.75 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SECTION 21, THENCE WEST 495.5 FEET; THENCE NORTH 98.8 FEET; THENCE EAST 495.5 FEET; THENCE SOUTH 98.8 FEET TO THE POINT OF BEGINNING, EXCEPT THAT TRACT OF LAND CONVEYED TO THE DEPARTMENT OF HIGHWAYS BY ROSCOE A. RILEY AND IOLA V.RILEY, IN DEED RECORDED SEPTEMBER 19,1969 IN BOOK 2133 AT PAGE 736, COUNTY OF JEFFERSON STATE OF COLORADO. Landscape Plan —Sheet Al 2. In the tree schedule, in the "when planted" column for T1, please modify to read 6 feet: "min 6' ht" (it currently reads as 6 inches). Please address these two comments by revising the Site Plan accordingly and providing one (1) full size hard copy and a digital copy in .pdf format. You may now also submit the building permit application for review. I understand the permit submittal will include a final drainage report since a preliminary drainage report was not resubmitted with the site plan. Sincerely, f O,4A/l.v�> Lauren E. Mikulak Planner I cc: WSP -12 -02 www.ci.wheatridge.co.us Lauren Mikulak Yes, this is an easement gr ni I • L 4W_ If the plat is not yet recorded, have the engineer send an AutoCAD dwg or block of the EICP areas to the surveyor so the surveyor can add the easement areas to the 12lat. The surveyor needs to identify each easement area as: "STORMWATER DRAINAGE EASEMENT HEREBY DEDICATED BY THIS PLAT" for each area. In addition, the surveyor must include the following note on the plat defining the purpose of the easements: 11 David F. Bross n, PLS Development Review Engineer/Ciry Sunevor Phone & Fax: 303.235,2864 City of V p SLIC WOKKS From: Egdgy@ALchF rmlTl, orn� [Mallto farley@1ndra com) Sent: Monday, October 29, 2012 1:27 PM To: Dave Brossman Subject: RE: 2nd PW Review of Green Herb Hi Dave, Your recent letter refers to a Stormwater Drainage Easement — Granted to the City. is this an easement granted to the city for the access, if necessary, for the City to correct any repairs, or otherwise, to areas of pavers? And should it include the area itself of the pavers alone? ZZEMMEI�� 0 "The plat has not been recorded yet, so we can include the easement on the Site Plan/LS11 is the above what is requested? And, I understand that the notation you specified, would be added to our survey Final Sumbission. Correct? Thank you, Farley From: Dave Brossman [mailtw.dbrossman@ci.whea—tr—id-ge—.c—o—.-u I Sent: Thursday, October 25, 2012 3:29 PM To: Lauren Mikulak Cc: Steve Nguyen; 'Farley@ArchFormLTD.com' Subject: 2nd PW Review of Green Herb Hi Lauren — I � pil I iiiiiii� III I I III 1111� I iiiiiii �1� 11111lill M David F. Brossman, P1,S Development Review Engincer/City Surveyor 7500 W 29th Avenue Wheat Ridge, CO 80033 Phone & Fax: 303.235.2864 * 1* It#, Cit of RLdge �(j'Wh6at rUJ PUBLIC W CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information, It is intended only for the use of the individual or entity named above. Ifyou are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. if you received this communication in error, please, notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected, Thank you, Lauren Mikulak ♦ Here is the infiltration section (Permeable Pavers Typical Section.pdf) from the Performance Wise project - from the 61A J!,j11911121f UU7111 MMUMMIffit . - 0 IM111MIM-f though it used full infiltration too the engineer just felt more comfortable adding an 8" underdrain (which was great), pill 1111 pill !1�! 1111 ♦ Eff.-M, IN David F. Brossmau, PLS Development Review Engineer/City Surveyor 7500 W 29th Avenue Wheat Ridge, CO 80033 Phone & Fax: 303.235,2864 www.ci,wheatridge.co.us N City of Wh6�t][ �ie LIC WOAK� CONFIDENTIALRY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. if you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. I City of'Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge. CO 80033-8001 PI 301235.2846 F: 303,2351857 October 25, 2012 Mr. Farley Lozowick 33973 Upper Bear Creek Evergreen, CO 80439 Re: Green Herb — Site Plan / 2 nd Review Dear Mr. Lozowick: This letter is in regard to your application for approval of a Site Plan for property zoned Commercial- One (C-1) and located at 4565 Kipling Street. I have reviewed the site plan and have the following comments. Please also refer to the enclosed redlined COPY Of the Submittal sheets. The City of Wheat Ridge enforces state and federal regulations related to stormwater. The need for a SWMP and NPDES permit were communicated in the letter elated June 14, 2012 titled " Pre- application Meeting ::'1565 Kipling Street (Green Herb) :: Public Works Requirements." Ultimately, the state requirements related to properties over an acre will apply in this case. A SWMP will need to be submitted and reviewed prior to issuance of a building permit. imm.,xi.wheatridge.co.us Land Su[y Ll?lat v , 2. Please label the"1 ' casement book 665, page X199" as an access easement. See redline, WSP- 12-02 / Green Herb 2 Elevations—Sheets A? & A3 \0. Approval of the site plan application does not indicate approval of sign design. Please add a note on page A2 that states the following: "Final sign design will be determined and approved at the time of building permit. Comments received from the Public Works Department were sent under separate cover. Please address each of these comments by revising the Site Plan accordingly. We cannot accept a building permit applications until my comments and those from Public Works are addressed. Please resubmit two (2) full size hard copies of the revised drawings and one digital copy in pdf format. Lauren E. Mikulak Planner I W SP- 12-02 / Green Herb cc: ITSP- 12-02 WSP- 3 2-02 / Green Herb D n m D T J TT n F H rp w v m b D w .Y Pl 7- D � �r z rn L D _a 1 3 00 °22'00 "E (D O � '� tD • (D tl € n O — n (D 0 O (D � =- 0 — O (D Q (D 3 5 c m W m 5 0 m co 0 O O (D SO!, Q. W (D • KIP S (D --h , 0 A- 20' ---- z _ — — _ _ _ _ _ _ _ _ _ _ W R City 0 " POBLIC WORKS ��ge City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO Mr. John V. Tompkins, P.E., C.F.M. 12567 W. Cedar Dr., Ste. 102 Lakewood, Colorado 80228 720.837.0648 80013-8001 P: 303.235.2861 P 303.235.2857 Re: Second Review Comments of the Site Plan and Preliminary Drainage Report for the Green Herb Development, Case # WSP- 1 2-02. Dear Mr. Tompkins, I have completed the first review of the above referenced documents received on August 17, 2012, for development of the property located at 4565 Kipling Street, and I have the following comments: CIVIL ENGINEERING underwater during some storm events. wwwxi.wheatridgexoms Public Works Engineeri 1 October 25, 2012 Page 2 1. No appendices were included with this submittal, Preliminary Drainage Plan: 1. The required (emergency) overflows and any associated elements need to be identified on the Plan. 2. All ffirther technical comments will be reserved for the Final Drainage Plan that is required prior to approval of the Building Permit Application. www.d.w h ea tridge.com s Green I forb Kipfitlt S (Sitellan-PDR - review2AIr,docx 7 ctober 25, 201 Page 3 PLANNING & ZONING U019 Mi Sheet I (Land Survey flat I. Identify the type of the 10' Easement along the southerly property line (shown as Book 665 Page 499). 2. If the plat has not yet been recorded, a drainage easement over the detention/WQ areas could be defined and shown on the plat document. Otherwise a separate Storniwater Detention Easement will be required. Sheet AI (Site and Landscape Plans): NOM www.d.wheatridge.coms Green Herb 4565 Kip lingSt - reviewlhr,doex Public Works Engineering October 25, 2012 Page 4 2. Right-of-Way Construction Permit(s)/Licensing Prior to commencement of any construction within the Kipling Street ROW (i.e., removal of the northerly drive-cut), the necessary Right-of-Way Construction Permit(s) will need to be obtained from the Colorado Department of Transportation (CDOT). 5. Stormwater Maintenance Agreement and 0 & M Plan Required All post-construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For above-ground detention facilities with outlet www.d.wheatridge.c.o.us Green Herb ,4565 KipfingSt SitePlan-1 - rcviov2.Itr.d(wx Public Works Engineering October 25, 2012 Page 5 6. Information Infonriation pertaining to the Public Works development requirements, land surveying, platting, and ROW inforniation, as well as the City's Standard Street Construction, and Storrnwater/Erosion Control Details are available on the City of Wheat Ridge website at: -A , -, vw.ci.wheatriftt.co.u$ Please submit for review and approval one hardcopy and one electronic file in PI F format of the revised documents. The electronic copy may be delivered on CD/DV } -ROM and included with the hardcopy submittal or sent by e-mail to me at: dbrossman(&xi .wheat ridge.c us The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer/ City Surveyor CC: Steve Nguyen, Engineering Manager Lauren Mikulak, Planner I File www.d.wheatridge.coms Green Herb 4565 KiplingSt,Sitellfan-I'M - review1hrdocx Lauren Mikulak Sent firom my Verizon Wireless 4G LTE Smartphone Lauren Mikulak < wrote: That is my understanding.. Ahat the building division can begin their review of your construction drawings while we wait for the stormwater documents. Lauren E. Mikulak Planner I Office Phone: 303-235-2845 From: Marie Arch rrnl_Tf3.c Cm it gy@inAra.com] Sent: Tuesday, October 23, 2012 1:06 PM To: Lauren Mikulak Subject* RE: Area of Disturbance Will we be able to submit for the building permit "while" we are obtaining the CDPS Ise pit`? I understand that you will not be able to issue us a building permit until we get you the CDPS Permit, but at least we will be in process of obtaining this during the building department's review. M 0 Sent: Tuesday, October 23, 2012 11:49 AM To- Lairley@ArchFQrmLTD.com ftrl�in �rac m) Cc: Dave Brossman Subject: Area of Disturbance The City of Wheat Ridge enforces state and federal regulations related to stormwater. The need for a SWMP and NPDES permit were communicated in the letter dated June 14, 2012 titled "Pre-application Meeting 4565 Kipling Street (Green Herb) Public Works Requirements" and again in Dave's first comment letter dated September 11, 2012. You have requested that staff consider a proposal to reduce the area of disturbance to less than one acre in size by fencing off and disregarding the western 10 feet of the property. Section 26-502,C.6 of the Wheat Ridge Municipal Code states, "in all districts, any area of the lot not covered by building, parking, walkways, storage or display area must be landscaped." For this reason, neither a site plan nor a landscape plan may be approved if they indicate any portion of the lot as undisturbed land. Ultimately, the state requirements related to properties over an acre will apply in this case. A SWMP and copy of tht. CDPS permit will need to be submitted and reviewed prior to issuance of a building permit. 1, ::M: I All f vve cominlete our rev! 7500 W, 29th Avenue - Lauren Mikulak From: Lauren Mikulak Sent Wednesday, September 12, 2012 1:31 PM To: Farley@ArchFormLTD.com Subject: RE: Green Herb Lauren E. Mikulak Planner I Office Phone: 303-235-2845 Sent: Wednesday, September 12, 2012 12:44 • To: Lauren Mikulak Subject: RE: Green Herb Lauren, So as long as the arborist meets the City's licensing requirements, I can just have it done, correct? No other applications, procedures - correct? Farley From: Lauren Mikulak Sent: Wednesday, September 12, 2012 9:40 AM To: Egrky@Ar!;hEormLTl. cam Subject: RE: Green Herb You will not need a building permit, but the arborist must meet the City's licensing requirements. Please refer to this list of tree companies that meet the City's requirements: hftp://www.ci.wheatridge.co.us/DocumentCenter/Home/`View/70 CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information, It is intended only for the use of the individual or entity narned above, if you are not the intencled rf.Tipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this cornmunication is prohibit(A. If you received this communication in error, please notify us immediately by e -mail, attaching the original message, and delete the original nu-isage from your computer, and any network to which your computer is connected. Thank you. From: Far1ev(&ArchEormLTQ.coL n [farley@indracom] Sent: Wednesday, September 12, 2012 9:20 AM To: Lauren Mikulak Subject: Green Herb Lauren, as-QALV IMMIAM"iM Lai= Immoralgogg M�- M, 19267 E 39th Ave Denver, CO A David F. Bross an, PLS Development Review Engineer/City Surveyor Phone & Fax: 303.235.2864 City of LIC WORKS From: Farlev(d)ArchFprmLTD.com [ Sent: Tuesday, September 11, 2012 4:39 PM To: Dave Brossman Subject: RE: Approximate Cost of PICP System Just spoke to Colorado Hardscape. They also have abit different systems, but for the permeable interlocking pavers, they go through Creative Hardscape. They advised it runs about $11-00/sf with all underground rock, filter, etc. Let me know if you are aware otherwise. Farley 0 From: EffW@Aytorml TIC corgi� Lmail o-I&rIg in r �,m Sent: Tuesday, September 11, 2012 4:17 PM To: 'Dave Brossman' Subject: RE: Approximate Cost of PICP System I am not sure about this; but if the area to drain, based on my predecessor, was about 20 parking spaces. ( I am not sure that is accurate.) BUT That would result as follows: 20 x 85 x 20' long space = 3400 SF. At $2.68/sf, that results in $9,112. 1 think there is something wrong with the $2.68/sf. Paving costs about $1.25/sf Sent: Tuesday, September 11, 2012 3:48 PM To: far IgXpArch ForrnLTQcom Cc: Lauren Mikulak Subject: Approximate Cost of PICP System MME= I found the cost information for the Permeable Interlocking Concrete Paver system. The cost breaks down to about $2.68 per square foot (based on an 8" thick rock reservoir) for everything. This cost reflects the PICP blocks, the filter fabric, the rock, and the labor to install. The system was installed by Colorado Hardscapes. ??Ti - IV ,+ — ditional cost of the rocP only. Also keep in mind that depending on the infiltration rate you may not need all of the parking area to handle t runoff volume, I 12MMMUM M-M David F. Bross man, PI.,S Development Review Engineer/city Surveyor 7500 W� 29th Avenue Wheat Ridge, CO 80033 Phone & Fax: 303.235.2864 �xL"Avg ci.wheatridgeL--co- tg� city of Wh6at P pu Noge URLIC WORKS I intended onli for the use of the in - dividual or entity named above, if you are Milo 161111114 this communication in error, please nouTy us Immelf MeTri U-mon, 4nLdt;n111& kile,14 network to which your computer is connected. Thank you, Lauren Mikulak From: Lauren Mikulak Sent: Wednesday, September 12, 2012 10:35 AM To: Farley@ArchFormLTD.com (farley@indracom) Subject: Site Plan Review I Attachments: Mikulak Comment Letter 091012.pdf, Redline,pdf, Arvada Fire.pdf, Xcel Energy.pdf, Site Plan Cover Items.PDF; WSP-1101 samplepdf Farley, 0 My comment letter My redline plans Comments from Arvada Fir 0 Comments from Xcel Ener Site plan cover items A sample site plan I have not attached the comments from Dave Brossman, as I understand he sent them via email yesterday. Please feel free to be in touch with any further questions. City 0( J� wheat "s CommuNITY DfVr'tcri'x'1t'NT CONFIDENTIALITY NOTICE This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you, www.ci.wheatridge.co.us WSP-12-02 1 Green Herb 12. Parking and access: a. Please remove the text "10' wide gravel drive" from the southwest comer of the property. Any area subject to wheeled traffic will need to be paved, including the full length of the 14. Notes: a. Please provide the following notes either on the site plan or on the cover page. • All off-street parking shall comply with Section 26-501 of the Wheat Ridge Municipal Code. WSP- 12-02 /Green Herb 4 WSP-12-02 / Green Herb WSP- 12-02 / Green Herb Attached are the comments received from other City departments and outside agencies regarding your Site Plan application: Wheat Ridge Building Division: No comments received. Wheat Ridge Police Department: No concerns. Wheat Ridge Public Works: See attached comments . from Dave Brossinan dated September 11, 2012. Wheat Ridge Urban Renewal A uthorit)% The U&4 fiound the Proposed development to be in compliance with the KiplinglI- 70 Corridor Plan. Wheat Ridge Economic Development. No concerns, sul7portive ql'the development. Arvada Fire District. See attached commentsfi Steve Steigleder dated Septembe• 6, 2012. Malley Water District. 7'he district notified Staff that the property is being served 4y Consolidated Mutual. Xcel Energy: See attached easement records and comments,/rom Donna George dated September 6, 2012. Consolidated Mutual Water District.- No comments received. Please contact the district directly by calling (303)238 -0451. Clear Creek Valley Sanitation: No comments received. Please contact the district directly 4v calling (303) 424-4194. WSP-12-02 / Green Herb 6 Qwest Communications: No comments received. A T& T.- No comments received. Colorado Department oj7ransportation: No comments received. Please note that thefinal drainage rel,)ort will be rq/erred to CDO7 for review and comment regarding discharge into their system. 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 contact any of the Development Review committee members. Please resubmit two (2) full size hard copies of the revised drawings and one digital copy in pdf format. The interior floor plan and sip detail (sheets A2 and A5) do not need to be provided in the next submittal. Sincerely, ow � Lauren E. Mikulak Planner I cc.* TIVSI' -12-02 WSP- 12-02 / Green Herb City of j�Wh6atP,jALc LIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wbeat Ridge, CO 80033-8001 P. 301235.2861 F. 303.235.2857 September 11, 2012 Mr. Stephen A. Brown, RE 12567 W. Cedar Dr., Ste. 102 Lakewood, Colorado 80228 720.837.0648 Re: First Review Comments of the Site Plan and Preliminary Drainage Report for the Green Herb Development, Case # WSP-1 2-01 CIVIL ENGINEERING Preliminary Drainage Report (Discussion): www.d.wheatridge.coms Public Works Engineering September 11, 2012 Page 2 wwNv.d.wheatridge,co.us KipfiqSt SitePlan-PDR - trvicwI,IIr,dk,)cx Public Works Engineeri 1 September 11, 2012 Page 3 Preliminary Drainage Report (Appendices): I . Some of the UDFCD spreadsheets in Appendix C appear to be incomplete and also indicate at the bottom of the sheets that they are a pail of Appendix B. 2. All further technical coniruents pertaining to the calculations will be reserved for the Final Drainage Report (and final design) required prior to approval of the Building Permit Application. MEMMUM I . See comments above under the Drainage Report discussion section. wwwA." Cir"ni Hcrb KipfingSt SitePlan-PDR - revicwI,Itr,d(>cx eptember 11, 2012 Page 4 I All further technical comments will be reserved f o r the Final Drainage Plan that is required prior to approval of the Building Pennit Application, PLANNING & ZONING Site Plan 5hqe &I 5 � £anda e!»k wwwxi.wheatridgexoms Greow Iferb 4565 KipfingSi_ SitePlan-IIDR - reviewl A(r.doex Public Works Engineeri September 11, 2012 Page 5 1 OTHER REQUIREMENTS: 2. Right-of-Way Construction Permit(s)/Licensing Prior to commencement of any construction within the Kipling Street ROW (i.e., removal of the northerly drive-cut), the necessary Right-of-Way Construction Permit(s) will need to be obtained from the Colorado Department of Transportation (CDOT). www.d.wheatridge.coms Gireen Herb KipfingSt_SitePlan-PIA - rev it�,wlltr,d(", Public Works Engineering September 11, 2012 Page 6 6. Information Information pertaining to the Public Works development requirements, land surveying, platting, and ROW information, as well as the City's Standard Street Construction, and Stonn Control Details are available on the City of Wheat Ridge website at: WWW.ci.WheAj Kitt g&MM www.d.wheatridge.co.us Green Herb 4565 KipfingSt_SittPlan-FIM -review I Atr,docx Public Works Engineering September 11, 2012 Page 7 e submit for review and approval one hardcopy one electronic file in fil l+ format wised documents. The electronic copy may be delivered on CD1DVD -ROM and includ he hardcopy submittal or sent by e-mail to me at- dbrossman( Green If rb 4565 KipiingSt Site,Phrn -PDR - review I Atr,docx I m ° I w 4 00 � C0 3 Ld o a O U N O N Z O Q O — Z: N 89'14'42 "E 495.50' 450.50' •Y.•i 5' BUILDING SETBACK LINE --------------------------------------------------------------------------------- -- alwis --------------- 10' PARKING SETBACK LINE -- .na... I,acl 2'' WIDE I' Bolo ' w urbfrip or some at type of traffic imbrg device should provided around landscaped areas ed)ecenl to the oerkirq bUdrrve aisle -- - - 45C).50 S 89'14'42 "W 495.50' / Please provide a separate sheet showing the 72' WB turning template f thi v to e the sit will f u n ctio n as desig Please Include die following note: THE STORMWATER DETENTION AND WATER QUALITY AREA(S) SHOWN HEREIN AS A • STORMWATER DRAINAGE EASEMENT" SHALL BE MAINTAINED BY THE OWNERS, ANY SUBSEQUENT OWNERS, THEIR HEIRS, SUCCESSORS, AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNERS, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE SHALL BE CONSTRUCTED WITHIN THE STORMWATER DRAINAGE EASEMENT AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF SAID STORMWATER QUALITY AREA SHALL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. YrF _tl_c • L � a /I b SITE PLAN SCALE: 1/16 " =1' -0" Z General Comment: Depending on the outcome of the Final Drainage Report design. both the Site and Landscape Plans will In all likelihood need to be revised And for the enal design, please be sure that the elements shown on both the Site and Landscape Plans all conespond to one another N 89'14'42 "E 495.50' 450.50' — WWI I e�aaw _ •: ralec _____ •. 4'42 "W 495. •Y .• HO I awolw 30' ROW Reservation Di a r.•.a.o r•a or.• aao refs m o l .a• x p b' . _..________.. _____________ __________________________'� �_ - ---- - - - - ------ ------ -- + - - - --- _ I - --- - -- - -- --- - - 75.00' NI 130.00' Z / E 45 0' Ilol..rn ; aRly �.o PROPOSED BUILDING Z; OF ROW t 8 ,242 G.SF. fiI .I* ES ATION o 1 eo 06 Li O In LLJ I I i Elf Ji I I I r Rae LK MIN ♦tl 1a(M' I fn � � ® 777 __�•�_- -- - - 45C).50 S 89'14'42 "W 495.50' / Please provide a separate sheet showing the 72' WB turning template f thi v to e the sit will f u n ctio n as desig Please Include die following note: THE STORMWATER DETENTION AND WATER QUALITY AREA(S) SHOWN HEREIN AS A • STORMWATER DRAINAGE EASEMENT" SHALL BE MAINTAINED BY THE OWNERS, ANY SUBSEQUENT OWNERS, THEIR HEIRS, SUCCESSORS, AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNERS, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE SHALL BE CONSTRUCTED WITHIN THE STORMWATER DRAINAGE EASEMENT AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF SAID STORMWATER QUALITY AREA SHALL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. YrF _tl_c • L � a /I b SITE PLAN SCALE: 1/16 " =1' -0" Z General Comment: Depending on the outcome of the Final Drainage Report design. both the Site and Landscape Plans will In all likelihood need to be revised And for the enal design, please be sure that the elements shown on both the Site and Landscape Plans all conespond to one another N 89'14'42 "E 495.50' 450.50' — WWI I e�aaw _ •: ralec _____ •. 4'42 "W 495. PROPOSED E5UILDIt3a 8,242 G.SF. Ri ii^ M fM. N•a 24' WIDE DRIVE AISLE A DEDICATED FIRE LANE -----------------------------------------......................... JI ry Di = m o l .a• x p b' 0 y! 00* O 0 NI N Z / I i a rw sea >RA ft. — —� O In I I i ___________________________________ _______ __ ______________ __ ____ _-- _ - - - -__ I 1 •-- ��-- - - - -�� __-- -__ - -_ I �____-- - - -__- 1 I I I r Rae LK MIN ♦tl 1a(M' I H' 4 � - -- -_--_________ __________________- I____- -_____ ___�________ _. _ _____ _____ _�.________ ___a_---- _- __- __a___ ----- --- - - -- -------------- - - - - -- ------------------------------ __�•�_- Please show the Section Line !11[ rLIN DArA ..M -�.� ....� •�., NE t /4, Section 21 PROPOSED E5UILDIt3a 8,242 G.SF. Ri ii^ M fM. N•a 24' WIDE DRIVE AISLE A DEDICATED FIRE LANE -----------------------------------------......................... JI ry Di = m o l 0 y! LANDSCAPE SITE PLAN SCALE: 1/16"=V-0- 9) I.ATaCAP! DATA rux LiJ LLJ f (n Z J R I— v J m o =� m L o CD 1 2 LJ a Lil w C� Mitt IR af01aR K 0 M[ Sort as= sit erne ax try/It • aleae PLANS retm te as a Al to daHa SITE PLAN PART OF 7K E 1/2, E 1/y I 1 2�1. T.� R8o1M OF THE 67M P.Y. CITY OF wl*J11itD0E.� COUNTY OF 90 N. STALE OF COLORA00 NNUI AMU Please include the following information on the plat to define the Current City Datum for the reader: 10. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE TM CITY OF WHEAT RIDGE CURRENT CITY DATUM, WHICH IS DEFINED AS FOLLOWS: RM Ax C a. THE CURRENT CITY DATUM COORDINATE SYSTEM USED HEREIN IS A GROUND - ,µTM BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE SYSTEM, 44 COLORADO CENTRAL ZONE 0502. b. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). SCAL 1 ._ ? . GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT #1) HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1: NORTHING: 1701258.75, EASTING:3118217.58, ELEVATION: 5471.62. Please identify the type of Easement EDGE OF ASPHALT REC/ MW3257 GAS GAS — GAS G4 i LOT 1 BANOWMERE MINOR SUBOMSION SCALE. 1'_2V REC# 21330740 LEGEND \ ('} APPLE TREY CA TREE FOUND P&C LS 256E • - FOUND 37T ;PLACE •- FOUND 1 _t[2 AUIMINUM CAP A- SURVEY CONTROL POINT m- UTILITY POLE -GAS -- UNDMOROUND GAS L*IE -01 OVERHEAD UTRJTY LINE ■- TELENME BOX �- LIGHT POLE 40 GAS VALVE \ p - MATER W1LVE �- MANHOLE REC/ 94115229 Is this the Rec # of the 10' Easement? Please move closer to the description text if it is. � — — .— AS — - GAS — (.AS TICS — GAS — `�'�� /'�" _ _ 6K GA$ — (Vem (150.50'l & 1 I Please show all the Legend items REC+ 94115229 a.�. u..+ aa..•a n n A ooNa CONC. GAS = Need to provide a seal & signature (and date) for the Cert. Block MXVZTa n CUMMCAM L� 1`, air L /B�Otl7l A �I� ®LINO R7lveYOl D71EH EiATH OP OOI.aRAaO o0 �Y mT/Y 7 TIM INID iL><VHY FGA7 MAS AKt M A C aR A OtBCi{.Y uws 1[Y 1@Ot4MIIICl AM1 c nW AT�I 1 8 T 1< W V YA71/f4J. A T ®�YAIOA�A1 M]i.SL10]CQARA00 AEVIMDUL AIO AcxanwTt ma e�rar�rr u/vWl�s Alm ��. HE CDR. SEC 21 'AT' 1N1EA F 3 1 4' BRASS CAP 1 1 BOX. LS 13212 1 ' I ' I ' I ' I ' I ' I ' V Z Q 1 ti J N ' I I � M I 30.00' +4 30 1 15 I I G4 Gro eA MAIL 1 1 145.00' n 1 � 1 1 C 1 OAO ! { D U 1 TIE -WALL I R I I I I I I I I 1 1 I I I CITY OF V0HEA 1 FOUND 3 1/4!* BRASS CAP 1N RANGE 6OX, LS 13212 Please reolot this drawing to be legible OWY MY 73 SUITE VW-3 a saMa131 Please confirm the fence extends al least to this point to screen Iheparking N 89'14'42 "E 495.50 450.50' —.'r rvrw, sosc rws;a ow.rvewv w 5 BUILDING SETBACK LINE --------------- - -------------------------------------- �xy,� .or.c�n corona �r,y maorw Please consider using a Is this suppose be a nd gu hatched ,ng to ot dis "cosh double line (c adw b )? the wltlmg fo 1 2 ' WI E RI 0 ro cO L iZ hors+ r s" O J P sidewalk to provide ped 3 I p from rear park - g areas 0 0 im F eo.rJe.• N iw N 'N �rdrr+e O �yBya O O • •wrw ..Qa Z i w ___ ________ __________ i ---- -------------- 10: EASEMENT -- -- - -- - -- ---- - - - - -- - -------------------------------------------------------------------------------------- --- ------- ------ - -- - - -- --------------- - -- -- 450.50 ----- S 89'14'42 "W 495.50' SITE PLAN SCALE: 1/16 Is this the fences It is outside the property boundary - - --- - - - - -- - -- - -- -- ` ----- G _ --- - - - -- ---- -- - - -- PROPOSED BUILDING 8,242 GSF. •rn uro.crw .sxnwu �° FM ✓� CRIa .___ _____________________ ______________ ________ __ __ rsrs. -------------------------------- ------------ a Modify to read 'Ryht- of -way reservation M1na' wv .aw .Z'�e+rt .rO10.WR • � tie 'r wi J: O: o� m O; nnage report, site plan, and spe plan need to all cortespond; modify or remove to reflaa the �� ..�.. ainage designs that are approvetl O ro 00 w O) O CN N 0 O J LJ W V CD z_ J IMA nuws. ewer. roe �— rsmse .o.w.• E� N 89'14'42"E, 495.50' 450.50 :; 1oaC• s F.�: t l ine j PROP - INEME 24' WIDE RIVE AISLE a DEDIGA D FIRE LANE �!•_?^?! ---------------- ----- ------- ------- ---- ------ - - - - --- -- - - - - - - -- ---- - --- - -- -- 450.50_' S 89'14'42 "W 495.50' rdrainage report. site Ian, and an need to all correspond. y or re e to reflect the LANDGCAM PLAN - IF EE SCOW" OCAPE PLAN - GWOM OCSEDULE e desig that are approve LANDSCAPE SITE PLAN O -( SCALE: 1/16"=1`0" 0 rn m I:::•: r. :•:•.... ��: � iii: :�:::•:�.':::�:�:::': W .'f '.:. •..::: :::. Oi O .rne• ��� LANDGCAPE DATA Plea�Wpwg�e w.. w... �+•�� "net e nel ,•'�.iNP4.7""' and u ate talcs Modify to read ' ight -ol. ay reservati tine" and move to nort side of site similar to s plan f L -I L ( � J � LL V 0 Z 0 H O �U Q, M Q::� W o U Ld z ° W W w � 3 2 rrw " ... MDQD R. opy to the as well Mx au emu Mr. t/afd Tawas ' am team SITE PLANS IaYm 4 r1a1 suer MC rAM tales A: Al tansae ♦ 0 .rne• ��� LANDGCAPE DATA Plea�Wpwg�e w.. w... �+•�� "net e nel ,•'�.iNP4.7""' and u ate talcs Modify to read ' ight -ol. ay reservati tine" and move to nort side of site similar to s plan f L -I L ( � J � LL V 0 Z 0 H O �U Q, M Q::� W o U Ld z ° W W w � 3 2 rrw " ... MDQD R. opy to the as well Mx au emu Mr. t/afd Tawas ' am team SITE PLANS IaYm 4 r1a1 suer MC rAM tales A: Al tansae ♦ A PARAPET WALL ---- 6' OWE GUTTER TYP. TTP'. 9 AT STUCCO 8r6TEM, Please consider a ! COAT STUCCO eT6TEM, TIT. 2 x IV 6TUCW MLLT MAID comer treatment ' here to anchor the north facade of the C24chn - PRECAST CAP TRM. TTP. TWN VONE IS:EER. TTP. A PARAPET WALL ---- TTP'. 9 AT STUCCO 8r6TEM, 2 x IV 6TUCW MLLT MAID WEST ELEVATION SCALE: 1/4 -0 PARAPET WALL I AT STUCCO 1Y6T.". TTP. PARTIAL NORTH ELEVATION SCALE: 1 /4 " =1' -0" PARAPET WALL 1 r PARTIAL NORTH ELEVATION SCALE: 1/4"=l'-O" OVERALL NORTH ELEVATION SCALE: 1/8"=l' o J � k � O C b w- L.� w 9 = a Q w m W o U W z " 0 N LJ Of tz `l tur m oa Ofa61 R al Y[ ou a>a ME NT/a ®NOW swulm1S NORTH/ NEST ELEVATION' RO[CI 4 RW Aall MIL 1��77 a". A4 4 aasae 3 w -0• :c .z' 7!7' -0' MAIN FLOOR PLAN SCALE: 1 16 =1 —U 37' -0' These amenssons do not appear to match the east elevation a 0 s a 0 0 o n a� J � y A CD C Z Z 1 m W o U w z U w w w w our a ors aau n n 0 rc ®[ [VVIa ry N }N a aevs FLOOR PLAN rw[n n rw srar rc rAN wrcw A2 7aysas MaNrTY MAP SI TE PLAN PART OF ?FIE E 1/; E 1 /Z. NE C 21, M R59W OF 7W 67H P.M. CITY OF iM -Alfa COUNTY OF STATE OF COLORADO Add space; Wheat Ridge is two words LIMALNEOf7>r"M TM fiu P O!>I�D [ Of��TWN 11. TON!l7 SOMIL YmQOiDAT Pawn tw.?s rm soun or TM NOtI1i Orca0AO►OAID mcna" p,7HO1O117/TOit TQT' TR.[11�7i06T616J ►l�[f Tfm"M RA6f405 mr. �OIJIH I6./►ffi!Tp'f$TOaf[Q �l4 TYAT271ACfOIlAlm O11Y8Ym 701 11�AID®If O►DI(iRAri1T lDlCOtA va ATO)lr11A V. tDBT DID® {>tODtD ®6RD0 ®B 10.1161 M BOD<Zlt� 7 ►AA 7K OOUNR Q► B�IOM, SLATH a•COLORADD. Please update this note based on the comments that have been provided by Xcel I I 1 � 3G.OW -± REC/ 86003237 LEGEND e . APPLE THEE � ELM TREE - FOUND P LS 2068 • - FOUND 3 SPIKE • - FOLWD 1 1/2 _MAH INU • - SURVEY CONTROL POINT m- UTILITY POLE - GAS -- I*IDERGROUND GAS LINE -OH- -- OVERHEAD UTILITY LINE ■- TELEPHONE BOX 1- LIGHT POLE • GAS VALVE 0- WATER VALVE/WTER 40- MANHOLE r� P x C v 0 N t� 1 CITY OF 1 FOUND 3 IN RANGE E 3212 LOT 1 BAWMERE MINOR SUBDM90N of Community Development �Wl�� �, e 7500 West 29th Avenue ' )mMUrvrry DEVELo��n�ENT"� Wheat Ridge, Colorado 80033 Ph: 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date Mailed: August 28, 2012 Response Due: September 11, 2012 The Wheat Ridge Community Development Department has received a request for approval of a Site Development Plan at 4565 Kipling Street. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: WSP -12 -02 /The Green Herb Request: The applicant is requesting approval of a Site Development Plan for property at 4565 Kipling Street. The subject property is currently undeveloped and has an approximate area of 1.1 acres. The applicant is proposing to develop the property for the purpose of relocating a business, The Green Herb, which is currently located at 11465 1 -70 Frontage Road North. The Green Herb is a wellness center, providing chiropractic services, acupuncture, massage therapy, and herbal and nutritional counseling. In addition, the applicant is proposing a retail component to sell nutritional supplements that are made on -site. The new development will include an 8,242- square foot commercial structure. Retail space and professional offices will utilize the eastern half of the building. The western portion of the building will be used to produce and store nutritional supplements. Please respond to this request in writing regarding your ability to serve the property. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to serve the property as a result of this development. Please detail the requirements for development in respect to your rules and regulations. If you need further clarification, contact the case manager: Case Manager: Lauren Mikulak Phone: 303.235.2845 Email:lmikulak @ci.wheatridge.co.us Fax: 303.235.2845 DISTRIBUTION: Arvada Fire Protection District Clear Creek Valley Sanitation Valley Water Consolidated Mutual Xcel Energy Qwest Communications AT&T Broadband Colorado Department of Transportation Wheat Ridge Economic Development Wheat Ridge Police Department Wheat Ridge Public Works Wheat Ridge Building Division Wheat Ridge Urban Renewal Authority Vicinity Map The subject site at 4565 Kipling Street is outlined in yellow in the map below. The property is located west of Kipling Street and north of W. 44` Avenue. ' tti W W J^ i�r ♦ i re E Y 1 L ■ , R' i T41 .. ".i4iiiMu" N TO: Dave Brossman, Development Review Engineer WILL! il I DATE: August 27, 2012 SUBJECT: I" Submittal WSP-12-02 Please find enclosed the following documents associated with the first submittal for Case No. WSP-12-02: Lauren Mikulak From: Dave Brossman Sent: Wednesday, October 03, 2012 10:00 AM To: Steve Nguyen Cc: Lauren Mikulak Subject: RE: Green Herb - 4565 Kipling Street - Trip Generation Study OFM 110 David F. Brossman, Pt ,S Developnient Review Engineer/City Surveyor Phone & Fax: 303,235.2864 City of" qr atP,�e , u KS From: Steve Nguyen Sent: Wednesday, October 03, 2012 9:31 AM To: Dave Brossman Cc: Mark Westberg Subject: Green Herb - 4565 Kipling Street - Trip Generation Study I have reviewed the trip generation study prepare by FHU for the above site and have no comment, It appears that that the trip generation is low enough that no traffic impact study is required from the City's standpoint. Certainly, this will need to be reviewed by CDOT since Kipling is a state highway. MEW= City of' �Pugtic WOKKS CONFIDENTIALITY NOTICE; This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. AFJ XcelEnergysm PUBLIC SERVICE COMPANY 75 00 W 29 Wheat Ridge, Colorado 80033 r Right of Way & Permits 11 23 West 3"� Avenue Denver, Colorado 80223 Tel ephone: 303 3 571.3524 PSC requests the following .t b represen o th l survey plat # note eight (8) also be adjusted accordingly: R 833610 B ! PG 4 (PSC s# • Rec# 877761 BK 1413 PG 145 and Rec# 892020 BK 1439 PG 100 (PSCo doc# 62779) As a safety precaution, PSCo would like to remind the developer to call the Utility Notificati Center, at 1- 800-922 - 1 987 to h ave a utilit located prior to any constructio Don George i.. Beginning at a point of the East line of Section 21, Township 3 South, Range 69 West which is One Thousand Five Hundred Twenty,*Nine, point S Fi (1529#75) feet South of the Northeast corner of said Section 211 thence West ri 0: Mx Four Hundred Plnety--Five point Five (495*5) feetj thence North Ntnety.&ght point Bight (98 feetj thence East Four Hundred Rinetyeive point Five (495-5) festj thence South Ninoty-Eight point Right (98.8) feet to the point of beginning. -ASRAW O'nPdowner) _L330 460 K «o -�:� u 1.�_ .. So k.. � - �__ `..._...DEG 27 I S50 B.c,Qtioa N . 0 BOBFitT W. N,9WT*N,x...dm�,. ; iT 'o A THIS EAS'?4M, granted this �1� _ day of � ii_Nr(�/�r2 1960, by ARPEY L. MASON and FAYE I. MASON" Grantors, to PUBLIC SERVICE COMPANY OF COLORADO, a Colorado corporation, Grantee, WITHESSETH: In consideration of one Dollar ($1.00), and other good and valuable considerations, paid by the Grantee to the Grantors, receipt of which is here- by acknowledged, Grantors hereby ,grant to the Grantee, its successors or assigns, an easement to survey, construct, operate, maintain, control, repair and rep -lace gas pipe lines, whether said lines now or hereafter extend to the adjacent property of Grantee on which a gas regulator station will be located or other property, and electric distribution lines, telephone or other communi- cation lines for the purpose of serving said gas regulator station, and appur- tenant facilities, including poles, used or useful in the operation of said lines, in, on, over and across the following described parcel of land in Jefferson County, Colorado: The south ten (10) feet of the east 270 feet of the following des- cribed property: Beginning at a point on the east line of Section 21, Township 3 South, Range 69 West which is 1529.75 feet south of the northeast corner of said Section 21; thence west 495.5 feet; thence north 65.8 feet; thence east 4 95.5 feet; thence south 65.8 feet to the point of be Subject to the rights of other persons to use said premises as an access easement. The work of constructing, maintaining and operating said lines and facilities shall be done with care and in a workmanlike manner. Grantee shall grade and gravel said easement. Grantee shall repair at its expense any damage caused by such work or by the use of premises for the purposes of this easement. The right herein granted shall include the right of access by Com- pany's agents and representatives, afoot or by vehicle, in connection with the construction, maintenance and operation of said gas mains, electric distribution and communication lines and facilities and said gas substation. Grantors reserve the right to use premises for any purpose which shall not be inconsistent with the use of premises by Grantee for the purposes herein provided. Such reservation by the Grantors shall in no event include the right 133o 461 to erect or cause to be erected any building or structures or to plant trees or shrubs upon the easement herein gr=ted- Upon the permanent abandorment of the use of said premises by Grantee, the right hereby granted shall cease and determine. Upon such abandonment, Grantee shall remove its mains, lines and facilities, unless otherwise agreed with Grantor at the time. nj WIMSS'H0FOF, grantors have caused this instr=ent to be r, 1 executed theday and year first above written. 'Witness: Kr- / y L. Mason 'Witness: V Q � aye I. Mason ,ZM= OF , ) ss `. �,� e fo�� iag q � instr=ent was acknowledged before ice this r 'aP 1960 by �F L. Mason. ; A I96�L i is j «rnr.vn' yq commission expires CONSENT For valuable consideration, I hereby consent, with respect to such interest or right as I may have in premises, to the above easement without, however, jo ining in any of the indemnities contained therein. Dated this If X day of 196o. STATE OF cOLO 0 ass COMTY OF . �2s g5oing instrument was aclmowledged before me tbis 40 J 1960 by Faye I. Mason. 0 `o,� N ry Public :� �''., ✓/ y cif ,�� . caaffiission expires nc O ;�� S , it � ; ''` � s i �.' ' �� � ! . 0 2 S � „r CD z s In' ......... ...... UNTY or . . ... ....... I . ...................... ................. T 7 0 ....... Lit The foregoing instrument w" aoknowleodt".bodore nis Ud* .......... ...... ..... P ......................... ........ . ......... ....... ....... ............... .......... ............... Witness my h4nd slid offibial goal. My conimfuldn exptrfik.. ({ t� ............. ............. '1 P k Yji. It it . a )1A wi f ri � R 'it 'fit. r ji-I "j t.11 .b1 .. ......... ....... . -.. .I r room J,onq•n: - I 1 \tTA:N PtRMANtNTLY Ion Ns �r C O x t ttl)secept ►� i �� FR.T W. N W'1'C N. ReaoQdrr, Correct: t , . a�, h i I Approved- 826 _ P .. .. ......., 1� q i J.L..Wa4h .... .... Dooumont No...6971. -.. -.. N.O.W. Agsrik Ant: Supt. Gas Dist. 9 . � t { The Grantor.... hereby aoknowledgd.g receipt of .............. ............................... ... :......:. ..........D One aTld 00 4LLARS (�.• ° ,.) from PUBLIC SERVICE COMPANY OF COLORADO in conSideration of which: ............ hereby trant unto said ;Company, !ts successota and assigns, the right, privilege and authority to survey, construct, operate, maintain, control, repair and replace its gas pipe lines, whether said Bites now or may hereafter serve the pro arty herein described or others propOrty,�- with all fixtures and devices, used or useful In the operation of said lines, through and along a course as said llnjos may be 9 ,1 g.... .................. ................. , �j of Section..... :;• OWit hip......s:........... ' ........ g -• 6 9...: :.............:............................ ............................... e...... i e • ` State oR Opp Col rado,"t1 Z :�.... of the .....6MI ....... ]Principal Meridian in the county of.. ........t�R 'i3VI�,.s :........ • .:................. .,Op3t((leesbelttat i!*IeWE which right of way is more partieulariy descrlbed as fpl�oWa: `i The South Teri (10) Peet of the following describe, Beginni n at a point On the east line of Seetign .2�.i `Township 3 .36uth. � Mgt { r 69 West which is One Thousand Five Hundred Twenty -Aisle point Seven Five (1529.75} set Weei<; of the u r feet south .of an Hundred : Ninaty�,F ve''i int" k'i.v • (1�9 } t a Northeast ooxner of said Section 21; thence West One Hundred. Ssxty:•Fi va point ��$ feeir thence. 5) Five (165,' feet; thence North Nlnety "&ght poi,nt'.fi t= fast One Hundz'ed $ixiiy ive 'point Ave (7.65.5) foes; i ig 'South••Ninetyi-Eight � point Eight (96s O • Peet to' the point • of begiiirling. i. �wp ia�sekr�relaMid+ swiw+ eerRw�wJnr+ w. awuwKwr+ r cr�r�. e iilw� !!r..F.w!+ 4 . �� � iw stmt+ �eM�Ma• s��rrd� +�lesdrlb�e'e'eeater=�tet ,.' ', �,Y�'( Together with the right to enter upon said premises, survey.. construct, 0 SintA11 operate, repair, replace, control and 1. U90 mat pipe lines and related fixtures and devices, and to reove objects itlterferitig therewith, and together with the right to use so much of the adjoinitlg prefNtses of Grantor.... during Surveying, aorntrug00n, maintenance, repair, removal, or ,i dpp replacement of said goo pipe litter and related fixtures and -devices as may be reggiredAQ permit the operation Qf stantq&1d • gas construction or repair machinery. Its Grantor.... rose F{ rve.H the right to cultiv te, ups and occupy said premises.foi• any" purpose consistent with UO right and privileges above granted and which will not interfere with or cud+ingnr any of tit 1 ,., sOd Company's facilities therein or use thereof. Such reservation by the Grantor. ... . Wall in no eVent inplude the right to ' , erect or cause. to be erectod any bulldho or structures, upon the right of wayh4rein granted. In case'pf'the itermattsnt abandonment of Said Xight of way, 0 right, privilege and interest herein grfq lted;stlak} end, ceas4 and determine. The work of installing told lines and related fixtures and devices shbli be dortq d8re; the. surface along said of way .hail be restored substantially to itq original level and conditign; and all, d snnAge: to the premises, except obstt•uc, ;. tions not speotficatly, located by Grantor...., caused thereby shall he repaired it.the,sk nse'of the Cotripsny. This grant is subject to existing mineral lessee c overing atiy pad of the above dpiorlbad land �?S., day o`f, r ; ` A. 19 / Witness..... ... , hand. .. ....and seal.....,.this , . +� ? D., at ... ...................... ......... (Postofflob; ) ,(,' i l t •! ........... 1-aLG ' .. l4 WI'fNS$$BS•......... .,,•• �. f 11.f.. .. ......... a Jot hole , ; (,and6L;net) ' . ..a.. .. .. .a.. .... .... rt .... t. t , .. ......... s1 is t hYZ4�t5.f.,...., ., y t r' ` .(j. ` ', .( rJ�. '� {,• e ... .................. p . •�K1�1 ;{f ' +(K �i; •.+ . -: .. t �. � .. �: .:. � ., .. I,.. f• Pr.. �.:. yt. �w }�+.'�'q"�"?7''°' ^N= "�t!/`' , �1'cw�t!4""�yy�y�l'M''1'W +S�L FtrTy s4;'/ot .Y+i�ili► +��M!!ti w� �"qF wer± � — -- _ i 4 . t_. 1 - p ,''�,,,7 p � . �' 7 ' i' � .1 i(�,:, if - �. t y md• Ys'� -k {c *r- "x GiJF: r.� t �J t STA 'i'PIOF. ................. 1 ............ ........ ...:.... ........... ,. .... 1l The forogoing instrWnent was acknowledged before me thib ....... ............................day of............. ,.. .......,......................, 19...... , by ......................... ..... Wltneho my band and offldlal goal. My commission expires..... i .. ............................. ................................ ..._........................... ; ..:..._._._- �----- .- .__•_.- ___.cc.��'�ac. = - ° - -. -_. - -..:. .- -- .............._.._... ....... -... _-' r':_ ..iir _ ?.arc.a.3i101`i�Y$Qbtle...... s�.i_.�.::�.:ac•= e]sl�tiz�x t:;-s. °_�•a riY iu�:is. =:: - - j . ,f • =i: '�. KZ O � 0 0 El Z 0 O rt 0 0 a r0R-%1 419 hiTAIN PZXNANgfilr[.� 1 40�& dRO HERT W. OI, lpe ard e 100 826 Plat. No-- ............................... ............ ... w4Ughil... .......... .......... ........... ... .... P. Q: W. Agent Asst. Supt. SA7 The Granto• hei-eby acknowledgd. receipt of ............ ....... ........... ......... ;j._4) 17�, from PUBLIC SERVICE COATPA14Y OV COLORADO In conslderation of wAiqb ............ hereby ,grant' unto said Cornp�h�. its successors and, assigns, the right, privilege and authority to survey, construct, operate, maintaW;• control, repair and rep Its gas pipe lines, whether said lines now or may hereafter serve the P'roporty herein deaoilp or other propArty, with all fixtures and dei16es, used or useful In the operation of said lin es, hrbu it a9d aIbhXA d4urpj'aA said lint�&may be, -hereafter construe' through, over or across ............. } ted in: ................. jj.................... ...... ...... .......................................................................................................... r ., .......... ........ ...... ... .... . ..... : ....... . ......... . ....... ... I ...... ........................ »...... . ......... I., of Sectl " 3 ... �i Range. on .. 21, 1 1VwYV"p .... . . 4 ......... ......... 6 ...... 04 ; ................... .............. or 1:110 ....... �4.: ..... Principal Meridian in the county of ................ . 8jite of Colorado.' ",M which right of way Is more pAkicularly described as foUo*m:' The South ten (10) t'of the following descrit)64 prpperty, V point n the east line of U dti�� �1 to Sout Beginning at ai� o h Range 69 West which is - One - Thousand .Five Hundred twenty poldt ` 86vli- e Five J- tfortheast o r of said :Section 21j �)Ie��oe. West Ono) OMO Hundred SiAY41v6 point A". Vive (165.&5) feet; ,thence North Ninety &ght point t , h6 fide Ym East One Hundred Sixty4i-Vd point Vivo ( feet) thonob South ALght point tight ' (98.8) Net to the point of b6ginning. This easement is to correct the easement recoi 10, 1961 in. L Book 1413 Page .145 of the Jefferson County records at be Together with thO right to enter upon said premises, survey,. construct, ffialbtain, 6perate, repe4 topi ice, control dh4! �1 use said pipe lines and related fixtures and devices, and to remove objects interfering. therewith, and together with Ahif. 1 !' right to use so much of the adjoining premises of Grantor.... during surveying, construction, lnalnteno�4, repair, removal, or replacement of said gas pipe lines and r6loLted fixtures and devices as they be required to permit tho operation of stan.dard.j gall construction or repair machinery. The Grantor resekye.S. the right to cultivate, use and ocoupy'said premises fi)e Any—L purpose consistent with the right and privileges above granted and which will not interfere with ot:endariger any of said Company's facilities therein or use thereof. Such reservation by the Grantor..., shall in no event Include the right to, -i erect or cause to.be erected any buildings or structures upon the right of granted. 1.4•6kse of the permadqi4tt�:ei abandonment of said right of way, all right, privilege and interest herein granted shall end, cease and deterinine. I, The work of installing said lines and,related fixtures and devices shall bb &ne with care tliq surface along said of way shall be restored substantially to its original level and condition; and all dem - ago to the, pro�i"f); , except obs tlbns not specifically located by Grantor...., caused thereby shall be, repaired at- e :. expense of thO Company. This grant is subject to existing Mineral leases covering any par of tbopb6V!a ideicribed ............... A ......... ..hand.,.... and s eal ...... this... this. ........ ............. Po .... ice ....... .. ii �� ........ (sf A WITNESSES:-.�p. ........................ ............... 00 (Laftdowner� 10 .......... . ....... I ............... ...................... .. ...... ........... .............. ........... �.(Landowzbr) .............. ....................... ...... .......... ...... ...... 0 :(1AudowAerY, ............... ....... ......... ....... ....... ... ................. ...... .......... .. t.. .................. Lauren Mikulak From: Steve Art Sent: Wednesday, September 05, 2012 10:26 AM To: Lauren Mikulak Subject: WSP 12-02The Green Herb . I ` • • r *r r r • - • •• rnem plan ao C IT with the Kipling/170 Corridor Plan. Steve Art Economic Development & Urban Renewal Manager Direct: 303-235-2806 Cell: 720-454-9040 Fax: 303-235-2806 7500 W, 29th Avenue Wheat Ridge, Colorado 80033 www,ci,wbeatrid US 11 " 11 City of 'J�Ic CON FIDENTIA LITY NOTICE: This c-mad contains busin-ss-confidential information, It is intendW only for the use (if the individual or entity nanwd above, If you are not the intended recipient, you are notified that any disclosure, copying. distribution, clectninicstorage or use of this communication is prohihiterL Ifyin received this communication in error, please noti(y us immediately by e -mail, attaching the original message, and delete the original inessage front your computer, and any network to which your computer is connected. Thank you, Ire TOO" . . . Life Safety Division September 6, 2■12 RE: 2 SP-12-02/Green Herb 4565 Kipling Street A - - the following comments. 2. The trash enclosure will need to be of non-combustible construction including doors, I did not see an architectural detail of the enclosure noted on the site plan. IFC 09 304.2, 1. Amended. 3. It appears on Sheet A2 that a range appears to be proposed for the kitchen. A type I hood and fire extinguishing system will need to be provided. This is an "pensive option and should be examined. IFC 0,< 4. The 2006 International Fire Code hs been amended to state " When residential type cooking equipment is installed within Group A, B, E, F, S and R-4 Occupancies, a residential fire extinguishing system may be used in lieu of a commercial type fire extinguishing system with the approval of the fire code official and building code official." IFC 09 904.11.7. Amended. 7903 Allison may Arvada, Colorado 80005-5033 303-4243012 rf you Yjavo anj k TesixTim-Tr To 17 me at 303-424-3012. ME= Arvada Fire Protection District Steve Steliged Deputy Fire Marshal Lauren Mikulak From: Allen, Kirk <Kirk.A1len@D0T.STATE.00.US> Sent: Monday, September 17, 2012 3:20 PM To: Lauren Mikulak Cc: Sheehan, Bradley Subject: CDOT Ref#076112 for SH 391 Kipling Wellness Business STATE OF COLORADO [101 x Wttlmll NO &M 0111MV001 Region 6 Traffic Access/Utilities Pennits Roadside Advertising 20()0 South Holly Street Denver, Colorado 80222 303-757-9531 FAX 303-757-9886 17 September 2012 Lauren Mikulak City of Wheatridge 7500 W. 29"' Ave. W]heatridge, CO RE: Wheatridge Case No. WSP-12-02 /nie Green Herb Dear Lauren Mikulak, The Colorado Department of Transportation has reviewed the site and noted there are two accesses on to Kipling. CDOT does not object to the proposal but one of the two access points must be closed, which will require a CDOT access closure permit. If they would like to reconstruct or relocate the remaining access, an additional access permit will be required. Any landscaping or utility work in the State ROW will additional Special Use permits. Please direct applicant to contact this office for application instruction. Thank you for including CDOT in your planning process and feel free to contact me with any questions or concerns. Sincerely, Kirk Allen Colorado Department of Transportation Region 6 Access Manager kirk.al1gn@Ag1.state.co.us City of � C( eat � MUNITY DEVELOPMENT g Community Development (6 V4 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Ph: 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date Mailed: August 28, 2012 Response Due: September 11, 2012 The Wheat Ridge Community Development Department has received a request for approval of a Site Development Plan at 4565 Kipling Street. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: WSP -12 -02 /The Green Herb Request: The applicant is requesting approval of a Site Development Plan for property at 4565 Kipling Street. The subject property is currently undeveloped and has an approximate area of 1.1 acres. The applicant is proposing to develop the property for the purpose of relocating a business, The Green Herb, which is currently located at 11465 1 -70 Frontage Road North. The Green Herb is a wellness center, providing chiropractic services, acupuncture, massage therapy, and herbal and nutritional counseling. In addition, the applicant is proposing a retail component to sell nutritional supplements that are made on -site. The new development will include an 8,242- square foot commercial structure. Retail space and professional offices will utilize the eastern half of the building. The western portion of the building will be used to produce and store nutritional supplements. Please respond to this request in writing regarding your ability to serve the property. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to serve the property as a result of this development. Please detail the requirements for development in respect to your rules and regulations. If you need further clarification, contact the case manager: Case Manager: Lauren Mikulak Phone: 303.235.2845 Email: lmikulak @ci.wheatridge X l /y //A J.1 DISTRIBUTION: Arvada Fire Protection District Clear Creek Valley Sanitation Valley Water Consolidated Mutual Xcel Energy Qwest Communications AT&T Broadband Colorado Department of Transportation Wheat Rid g i Wheat Ridge Wheat Ridg,�� Wheat Ridge Wheat Ridgy __ �1 /ty r� Vicinity Map The subject site at 4565 Kipling Street is outlined in yellow in the map below. The property is located west of Kipling Street and north of W. 44"' Avenue. Ee � N 0, a +\ City of iw i heat zc CE DEPARTMENT gc ruvTORMI TO: Lauren Mikulak, Community Development FROM: Kevin Armstrong, Sergeant, Crime Prevention Team DATE: August 28, 201.2 SUBJECT: Case No.: WP -12 -02 The Green Herb 4 I have reviewed the Community Development Referral Form for Case Number: WSP-12-02 The Green Herb. The police department sees no concerns with this request. vxax all "Asit Y "Wep"I tillwall, 7500 West 29 Avenue * Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) I Applican t�rAg—LE—rIPM>W 16 Address-39 IJ CAGW– Phone 4#74 59 city �v State C.0 Z � PA"`11 Fax zi Addr Phone qq city State zi Fax Contact! it Addre Phone.X4% 4*7 SUI State ip z Fax 45 (Ibe person listed as contact will be, contacted to answer questions arding t is a li i n, provide additibnal infortnation when necessary, post public hearing signs, wilt receive a copy of the staff report prior to Public fleating, and shall be responsible for forwarding all verbal and NsTitten communication to applicant and owner.) 5 Iki Location of request (address): L 4 , � tp Type of action requested (check one or more of the actions listed below which pertain to your request): Application subnuttal requirentenis on reverse side 0 Change of zone or zone conditions 0 Special Use Permit 0 Subdivision- Minor (5 lot-, or less) 0 Consolidation Plat 0 nditional Use Permit 0 Subdivision: Major (More than 5 lots) • Flood Plain Special Exception ;Site Plan approval 0 Temporary Use, Building, Sign • Lot Line Adjustment 0 Concept Plan approval 0 Variance/Waiver (from Section 0 Planned Building Group 0 Right of Way Vacation 0 Other: Detailed description of request: ZME= day of AO-4�-20J2, Public' i,mission expires To be filled out by staff. Date received Fee Reccivt No. Case No. Comp Plan Dcsig._ Zoning Quarter Section Map r I Related Case No. Pre-App Mt g. Date �/v 7� Case Manage Case No. SP12132 iaceived 8 }24/2t31z Related Cases Case P9 r hAikulak H Case Description Sits plan appr'ov �4 JI ITY OF ',: T RTD A? a 2 b `�,� " t� a�i„ h1 "�����;_ R N F� P, J k y i RE I" , ' ' )E sri 2 1 R ZIP Pie-App Date 6114120121 Neighborhood Meeting Date No APP121T , m Review Type Review Body Review Gate Disposition C its Report .. w �.....m ...,, .,. #dm 'Review i . - .. ,.. .... , m ... ... _i Case Disposition Disposition Date w � Conditions of Approval a ..._ ..., Notes `. f „d, �....,......� _ ..,.,.,_., �. ._....,.. ,..., � Status ;open Res ## i Clyd # - # Storage: .._. �4 JI ITY OF ',: T RTD A? a 2 b `�,� " t� a�i„ h1 "�����;_ R N F� P, J k y i RE I" , ' ' )E sri 2 1 R ZIP G ; the een r NATU RE'S FINEST HERBAL SUppLEMENTS August 23, 2012 I, Tom Phillips, owner of The Green Herb, hereby authorizes Farley Lozowick to submit Site Plan and any other City of Wheatridge application documents re: 4565 Kipling Street, Wheatridge, CO. on my behalf. Sincerely, / T L. Phillips Owner /General Manager www.thegreenherb.com 11465 170 Frontage Rd N Wheat Ridge, CO 80033 303.421.9900 OM Lauren Mikulak City • Wheatrid• e 7500 W. 29 Ave. I e7trioi , . C* ROOM INIFIRMINIIIIIgg The Green Herb is a family owned and operated business which manufactures herbal supplements and offers health consultations. S incerely, y Lozowick Green Herb 4565 Kipling Street Wheat Ridge, CO 80033 File Number: NCS-521127-CO First American THIS DEED, Made this April 6, 2012, between Kevin Schurnacher of the County of Jefferson and State of Colorado, grantor, and Musel-Masster LL C d/b/a The Green Herb whose legal address is 11465 1-70 Frontage Road N,, Wheat Ridge, CO 80033 of the County of Jefferson and State of Colorado, grantee: reet, '1 4 1heat Rid LT Vm"WHINOWN The sji number ShA indude LhE PkK,sl, the plure,! th(' Si�19UIW and 1 ho use of any gender shall be appkable to aH genders, IN WITNESS WHEREOF,Tihe grantor has executed this deed or, the date set forth above, Kevin SchUrflcichet' state of Colorado )SS County of Jefferson The foregoing instrument was acknowfedged to be me thi, 6th day of Apr ii, 2012 by , Kevin Schurnache�r, Witness my hand and of seal. My commission expires: __-; f �%JIM1111 ' �Nl c ' \"I 0 R 0 0— Cj z sd r Data Form tus "tt1 o`s s+a PMip The Gr#?L'C7 Herb ;d k sa ' ;xi sX S ax it° s"`" Xtva" x 'rX�{,�^ >Y�t'�ik���tL�4� t x xal �,TM �b �.��hYx�A� `�i t i ;� s 1����x` � til� �? LtsX � �fis�ual� s� � sad. X�,a"�.t six t�, tt;�'"�, �Y U �nt`l� � �1 .. aUX't "•�a���� `aa s sh S 5£u`ar�. zt�+�V `�`�v i `t. U; i s t 2 ik\ .. t'ks��xe c,:'ro� �s�a1a s �se -�it� t t w �.. 1�.. t`Yts''1�tn?�iuvl �s�� .��ti�tsx�i�? Usiu�ssG s` YPiu�Sx .iyssd�,t� \:t�.asx �1 ��,.x - a�v s.:1 ,.,�• 1;, w r+s�`�'uidrUM U'``li ., i�w s a *�..t §"1y k`1s �Sttal�itt h�'����iyt'� t, 1 x� 1 �iA;t�Yhil� tlit�}t5,'t s l\ at ,, a S it{ lU t � _.q a �' S wl""t~gi..', ua,. s ti,� <'S,U� n • + �:�;..�. �c .�,�:.: "z tUts,,a�-tn, t s �.. .X;tsttttks�±�'t - Y1� t � �' 3��a � �x. as t `� ai�ti.1dk1� w `� sU � 1 t 3. ��' i� ..y s ,r. -� � a t \..yl, fi? "ssU. ti ~..'•; Y 1sXtita a�"l t�. w: � t `~e11�'.x�� x Z. .: �\ x'�\ �seb: i t �l��;� s '�� t i��, 1r 1 1 . , sua �1;a � . s "sU3's'?u �t;.x.,x'x. ss i \latib a tt x , yi's1,1 rc . 46 of 4 46 � ►� � Unfiltered Search P' d CITY OF WHEAT RIDGE 06 /05/12 12 2 PH edb RECEIPT N0:0007311 AMOUNT FMSD ZON NG P'PL;ICATI F 206.00 ZONE PAYMENT RECEIVED AMOUNT CKt 205 TOTAL .9 uyuflli i - i - Chesley Alexander - Architect 13719 West 59th Drive Arvada, CO 80004 cheslev.alexander(ii),u.corn Attendees: Linda Phillips, The Green Herb Jesse Phillips, The Green Herb Sarah Phillips, The Green Herb Gordon Weathers, General Contractor Attending Staff. Meredith Reckert, Senior Planner Lauren Mikulak, Planner I Dave Brossman, Development Review Engineer Sparky Shriver, Fire Marshal, Arvada Fire Protection District Kevin Ferry, Fire Marshal, Arvada Fire Protection District Specific Site Location: 4565 Kipling Street, Wheat Ridge, CO Existing Zoning: Commercial-One (C-1) Existing Cornp. Plan: Primary Commercial Corridor Commercial (N-C) and the Jefferson Avenue United Methodist Church which includes parcels zoned A-1, R-2, and C-1. The subject property is undeveloped and has an approximate area of 1.1 acres. The site is unusually long and narrow at 98 feet wide and 495 feet long. The property is part of the 1-70/Kipting Corridor Urban Renewal Area--one of the City's high priority redevelopment areas. On the subject property, the applicant is proposing to construct a new 8,000 square foot commercial building. Retail space and professional offices would utilize one-half to two-thirds of the building. The remainder of the space would be used to produce and store nutritional supplements. The building is proposed to include a combination of stone and hard stucco materials with heavy timber accents and a metal roman tile roof. Most of the existing trees will need to be removed, but landscaping with trees and shrubs will be planted throughout the site. Will a neighborhood meeting need to be held prior to application submittal? No. a neighborhood meeting will not be required for the proposed development. Planning comments: The following items were discussed based on the applicant's proposed development: Zoning & Process The site is zoned Commercial-One (C-1), a zone district that provides for a wide range of commercial land uses which include office, general business, and retail sales and service establishments. The Green Herb is considered a permitted use in the C -1 zone district. A site plan review will be necessary before acquiring a building permit; the site plan approval process is described below. Please note that no varkince n4/1 be required related to the northern setback. Section 26-218 establishes development standards for the Commercial-One (C-1) zone district. Based on the proposed development and surrounding land uses the following standards wilt apply: I Please note that staff has determined the northern setback requirement to be ditTerent from what was discussed at the pre-application meeting. If a six-foot privacy fence is provided to full the buffering requirements of section 26-502.13.1d, then the proposed building may be located at a 5-foot setback ivithout the need for a variance. Public Works comments: The following items were discussed based on the applicant's proposed development: Streeisc(ij. Design In order to promote high-quality. multi-modal streets throughout Wheat Ridge. theS'tree1scq1)e Design Manwil establishes design standards for the City's commercial corridors. New development along collector and arterial streets requires installation of public improvements. The standard street section for the west side of Kipling Street is a six-foot detached sidewalk and six-foot amenity zone or tree lawn. Because of the 30-foot right-of-way reservation and because the existing sidewalk is in good condition, the application will not be required to construct a new sidewalk, however a fee in lieu will be required prior to issuance of a building permit. The tree lawn shall be planted in accordance with 0 the,SIreetscaj.)e Design Manual which will fulfill the street tree requirement for the property. These trees will not count toward on-site tree requirements, but should be shown on the landscape plan. The entire 51reetscape Design Vanual is available for download from the City's website, and standards for Kipling Street are discussed on pages 14-15: ie/View/2742 Section View with Build-to Area and Kil)ling ROW Reservation The City welcomes alternative water detention and water quality designs, such as porous pavers, landscaping, or underground detention. If porous pavers are utilized, they should be located only in parking areas and not where afire apparatus may be required to gain access. Please see the Public Works Requirements summary that was distributed at the meeting. For any additional questions related to Public Works requirements, please refer to the Development Review webpage _i-_ - _us/i ndex -as )x?n j d or contact Dave Brossman, Development Review Engineer. Fire Department comments: Arvada Fire Protection District was represented at the meeting, and the following items were discussed based on the applicant's proposed development: Access The fire district requires adequate access into the site, including the ability to turn around a fire truck. Minimum width for an access roadway is 24 feet—the drive lane is currently shown at 23 feet and will 5 -5 Oasv- e�teevvao ,vole need to be widened by at least one foot. The fire district has turning radii templates which they will use to provide comment on a revised design. The drive aisle should be posted "No Parking Fire Lane" and/or be a dedicated fire access easement. Building Division comments: The building division was not present and has no comments at this time. Process This request requires a site plan review to ensure compliance with all zoning and design standards and to ensure prejject feasibility as demonstrated through preliminary civil documents. The site plan review is an administrative process. The first step began with the pre-application meeting onlune 14. Site Plan Review The next step in the process is to submit a complete application. Please see the attached Site Plan Review Checklist for a complete list of submittal requirements; the submittal shall include a trip generation study and preliminary drainage report as required by the Public Works Department. Upon submittal 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. M 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 cornments. 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 commercial construction: . Engineering submittal requirements are included in have Brossman's letter dated June 14 which was distributed at the meeting. All documents should be submitted as single package to the Building Division which will be routed to the appropriate departments for review. Attachments: Site plan review checklist; land use application Phone Numbers Public Works Requirements: 2 hardeopies of the following will need to be submitted for review and approval with the Site Plan: 2 hardcopies of the following will need to be submitted for review and approval with the Building Permit Application: NOTES: Please be advised that submittals will not be considered as being under review until such time as all required items have been received by the City. w wow xi.w Rest ridgexoms ((» -£4-£ £) 4565 Kipfing St (Green Hcrb).doe 4565 Kipling St. Green Herb Logo s «eorr co— � s«ddd• J•RCd P•rnb YY]012 bnbb Sbb Nghrny RO - CURRENT Rood GMEdinq cuss Pnm•rY roM. e•erM•la hq-1 1-- rwd SacandnY m•d. U s hphvny comec•r rwa. �wr• m•a• Newroanooa �o.a. �+r wreN. ��d,ww•d ,wd specul R-d F•NVe NAVD88 Cordo Trw L bde. C. �••3 CIYBOend•ry M 50 25 0 50 Feet Horizontal Coordinate System: NAD83/92 State Plane, Colorado Central Zone 0502 Vertical Datum NAVD88 DISCLAIMER NOTICE: This is a pictorial representation of geographic and demographic information Reliance upon the accuracy, reliability and authority of this information is solely the requestor's responsibility The City of Wheat Ridge, in Jefferson County, Colorado - a political subdivision of the State of Colorado, has compiled for its use certain computerized information This information is available to assist in identifying general areas of concern only The computerized information provided herein should only be relied upon with corroboration of the methods, assumptions, and results by a qualified independent source The user of this information shall indemnify and hold free the City of Wheat Ridge from any and all liabilities.. damages, lawsuds, and causes of action that result as a consequence of his reliance on information provided herein Wheat Kiidge 7500 West 29th Avenue Wheat Ridge, CO 80033 -8001 303.234.5900 DATE: 06114/2012 ft 0 Lauren Mikulak From: Tom Sharp <tsharp@gordonsign.com> Sent: Wednesday, June 20, 2012 7:22 AM To: Lauren Mikulak Subject: RE: 4565 Kipling Signs • ZI -• 0 303.629.6121 ext 1236 "I m , A ft , * 'T " i t o 1970TI ffiff—wi-mzn --- I= .. . to. Sent: Tuesday, June 19, 2012 4:33 PM To: tsharD(0)Qordo gn&-orn Subject: 4565 Kip ling Signs Um Changeable copy—Regulations for changeable copy or EMC are also provided on the first page (#4). The message may change no faster than 15 seconds. At this time, the code does not limit the percent of the freestanding sign which the changeable copy may consume. I I IN Iff 10 SIM I I 1 # - I (VOTINTO I NOWNU N I I rNITNOTO T T; 011 PragUmn rem 1 a - to to IIIN 4 4 City of cllommutmy Or CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Lauren Mikulak From: Chesley Alexander <chesley,alexander@q.com> Sent: Tuesday, June 19, 2012 9:14 AM To: Lauren Mikulak Subject: RE: Pre-app Summary No Sent: Tuesday, June 19, 2012 8:24 AM To: Tom Phillips (tom@thgg[g���) Cc: cb_eal!PyAe_xaadgr@Q,.-!m_m Subject: Pre-app Summary Please find attached a summary of the June 14 pre-application meeting regarding the development of property at 4565 Kip ling Street for The Green Herb. I have noted that since the pre-app staff has confirmed that no variance will be required if the building is 5-feet or further from the northern property line and a privacy fence is installed. This means that the next step is to submit an application for site plan review. commVNITY DV'VV'L0r*f CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information, It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Lauren Milulak Wheat Ridge Planner I I in i k ula k 1q)ci.xN, rido c. co. us Lauren; If at all possible, I would like to present our own landscaping plan for your approval because there are certain green concepts that we, and our customers, believe in and like to see. About 2/3 of the building will be for retail and professional use and the remainder will be for warehousing and light manufacturing of our nutritional supplements. Thank you for your consideration, Tom Phillips Fhe Green Herb 11465 1-70 Frontage Road North Wheat Ridge, CO 80033 303.421.9900 email - Lton14i ' corn .Lhe&r coni eo-- E MX-A-, 1 1 LU w wn w oc p k 6 5.1I d Y GIJRDCIJT - - - -- - - - - - 13' - OR10 - - - - - -- - - - - - - - - 0.241 GSF. 5ITE PLAN - 5GHEME 1 11 5CALE: I' -20' NORTH � o � N la G a� a IoM 0 x �a Q W _ N89 ' 14'42'E 495.50' W -- F -- -- -- 1 tv nRKe,G x,n,cx ul� -- 45 0.50' - -- >I. Lre — 0. oC 232 '_3' W _ � DESIGNED: CDA DRAWN: CDA C HPCY-M : CDA DATE: 06/07/12 L.�WN 1 � q AR NG PAG FRONT RIGHT WIPER / °F \ r v / 72' 1RAIL.TOR/TiWL M 3 Q POND ql _ O Z � lANDSGAPING LL AJ-41N CONG. P OLE- CRt19FED L =HT M NELNERING YARD 111. PA OL "ai - ------ - - -- - - - - - --- -- - - - - - - - - - - - - - - - - - - - -- - - - - - -- E E E- a 569'14 495.50' MX-A-, 1 1 LU w wn w oc p k 6 5.1I d Y GIJRDCIJT - - - -- - - - - - 13' - OR10 - - - - - -- - - - - - - - - 0.241 GSF. 5ITE PLAN - 5GHEME 1 11 5CALE: I' -20' NORTH � o � N la G a� a IoM 0 x �a Q PROn=: 12244 DRAWING 1 SI =T OF W _ � `) W w' p -Z 0. oC W _ � DESIGNED: CDA DRAWN: CDA C HPCY-M : CDA DATE: 06/07/12 PROn=: 12244 DRAWING 1 SI =T OF WW E� u o � N I � Q 0 00 00 1,102If -- W h fn 1 R �RaCC N8q•14'42'E 495.50' 1 1 5RROC3C APPR�1,0275F APPRRO I yQ 450.50' e W W W a' y � s ee Ty.► •e ee — — -- ..... _ U� ►a '" x � � W a AR P>G •' � ' PRa WLL,DNC � � �"'. � 0. m$a °W" eR 142 G5F _ 1� Ok" ma W W W�� ae C ONCKM RNER ROCK . • 6 ,A(j S '. () j W 15'WDE WFFEK d p- LJJ F1 IX25F 3 Y a+y.•r LAWN 3635F� a a . a wr•� DEITNION ` 383 5F —, 72' TRAGTOR/1RWLEA F4 W Wdkv 0AU WW 1 SPACE 305F ® 8 V C Z 4.: +, g� ❑ d 357 I PAR %n `CB a W RNER ROCK 4 ® ® s -a I X E e 1 W W W W F .. 380 5F CRU** ERNGYARD X6065F m — — — — — — — — — — — — — — — — — — — — — — _ — _ _ — _ — _ _ — _'._. _. _ _. — _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ raAVELDRM —v E �_ E — — E — — E — — E — — E — — — — — — — — — — — — — — — — �- 0.50 — E E -- -- -- -- -- 5Bq'14'42'W 495.50' TarA.LCTAREA 43,7315E RLCURED LANDSCAPE AREA: 8,7465F (20x) LANDSCAPE PRDVDED: 12.177 5F RIVFJ[ROCK W/ PL MrNC6: 8,175 5F LAWN W/ TREES: 3.300 5F WFFAA GRA55: 3644 5F TRM. 17 (q REWD.) 5HRUM: 101 (q0 REaD4 0� LAND50APE PLAN - 50HEME W nC NORTH SCAI E: 1' - 2 0 U-1 V _ W z k5 W Z O LU d � W _ *3 DESIGNED: ODA DRAWN: GDA czmcxeD: GDA DATE: 06108112 REVISIONS: 1 PRO 12244 DRAWING PRELIMINARY 3 sIIEEr of -- -- -- -- -- -- -- r — — — — — V 6LALDNG 5METbACK LOC — — — — — — 232' -3 -------------------------- - - - - -- - ---------- - - - - - - - - -- Iv P�ucwc xTe,�cK urd � -- - ----- , — — — — — — — — _ 1 iP W" DETENTION PAVED PARKING - AND DRIVF1JAti'5 . POND I I 17T i i n E 33' Ort by - - - - - - - - - - - -- � - - Y -- - - -, -_� - - -- aR60.R - - - - - - - - - - - - - - - - - - - - - - - DUMP5TER 6,242 �.+.r. ENGLOWRE (iD 5ITE PLAN - 5GHEME'Al SCALE: 1' -20' NORTH � o ° o �N oa a 0- �wo� WU Ax M to L S w� L5 w ? �_ CZa� ��3 DESIGNED: GDA DRAWN: GDA CHECKED: GDA DATE: 05/31/12 REVISIONS: 1 PROJECT: 12244 DRAWING 1 SHEET OF 15' WIDE bLFFER 1502 SF UW„ 43LAVEL W-N GRAVEL 3,733.55F -- _ — — i r 975E r -- APPROK 10335E 0266E -.. - . 1 . .- _c- a •.•.T�•.'.'.' —f a� • ob •$•b .v` Y� W Wit 7 ' W_- ..�... . OUD SU:LD W W W y W W W y y W ! PROPNG y 6,x41 Gb.F. W W W y W W W W W W W W W W W W W DQRA96 W y W W SAV SF.. W W d W W W 6 Y •v --------------------------- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �`_� TOTAL LO7 AREA: 43.731 5F RE6URED LANOSOAPE AREA: 5,714 SF (10%) L., AR PR XWED. 175145 5F GRAVEL W/ PLANTING5: 31,37 5F LAI.,N W/ TREE5: 5,1475 5F SUFFAL.O GKA55: OA42 5F TREES: 11 (9 REGV4 SHR:JN': 101 (90 REGTD.) 1.AND50APE PLAN - 50HEME "A" SCALE : 1' -20' NORTH a PRELIMINARY y � o L o Ory JEW 1 � IoM W rA 0 W L l O' M > Q ca aL w _ ` u5 z W 0. QL C3 Y W � r �9 = �3 DESIGNED: GD A DRAWN: GD A CTECKED: CDA DATE:: 05/31/12 RBVMO1NS: PROJECT: 12244 DRAWING 3 SEAT OF