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HomeMy WebLinkAboutDPI001.C2.0.SP.pdfCONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE -FOOT OF THE PROPOSED RIGHT -OF -WAY. PAVING WITHIN CITY R/W NOTE I ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. TOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA /ACSM LAND TITLE SURVEY, DATED 09/21/10 (JOB #: B33185) AND TOPOGRAPHIC SURVEY (JOB #: B34158) PREPARED BY MILLER SURVEYING, INC. CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. R= 245.00 L= 199.58 Tan =105` r O N R= 230.00 L =21.66 Cb y l Tan =10. / X5'23' 8" j DRAINAGE t j 1 EASEMENT / sss¢ 9g�NS�R 1to89� O$ O 0 � ,pA �DIfA 6A G � �. X57 d j X C� V r 4 O R O � 4 Do N88'17'42 "E 767.63' OVERALL SITE PLAN SCALE: 1"=120' iA BIKE PARKIN GJf6 n We1 Ra Rack' Square are WSH302 -SQ -SF • Height:36' Width; 19" Fl anges: 5 "x 6' x 349" rounded corners RW u nti ng Hodes; (6) 4116' dia. Square Tu6e:7'r7' x.18S' wall MIGWeIded Finishes:. HQt- Dipped Galvanized Powder Coat Color Stainless Steel 3 J4 6 ru s hed 01 BICYCLE PARKING DETAIL 22.0 NOT TO SCALE / 15' SANITARY SEWER EASEMENT PER / INSTR # 2002000241141 ITEM No 17 / / / / / / FA 02 CONCRETE CHAIRBACK CURB & GUTTER TYPE II NOT TO SCALE DEVELOPMENT SUMMARY SITE ACREAGE = 7.35 +/- ACRES PRIMARY ZONING = INDUSTRIAL (1 -1) SECONDARY ZONING = US HIGHWAY 421 - MICHIGAN ROAD CORRIDOR OVERLAY ZONE TOTAL PARKING SPACES ADDED = 107 SPACES FRONT SETBACK: 15 FEET SIDE SETBACK: 0 FEET ABUTTING INDUSTRIAL OR BUSINESS USE OR ZONING; 5 FEET ABUTTING RESIDENTIAL USE OR ZONING REAR SETBACK: 15 FEET MAXIMUM LOT COVERAGE: 90% ACTUAL LOT COVERAGE = 76% ASPHAI . / JV J / 18'_ A � � E � E E / / / 1 -1/4 -INCH CONDUIT (QTY 2) FOR / LIGHTING & SECURITY 1 -1/4 -INCH CONDUIT (QTY 2) FOR LIGHTING & SECURITY 1 -1/4 -INCH CONDUIT '0V /"771,1 25' (QTY 2) FOR LIGHTING & SECURITY 7' SSOAp - 1 �MFNTI �OpGSFO � — r O APPROX. LIMITS OF PROPOSEI DRAINAGE EASEMENT N 88 °17' 42 "E 158.67' - / STORM DRAINAGE EASEMENT PER 1 1 -1/4 -INCH C( (QTY 2) FOR LIGHTING 8 SECURITY 10' P/ 1 -1/4 -INCH CONDUIT (QTY 2) FOR LIGHTING & SECURITY �E R20' APPRO: / DRAINA 5' = aa2 INSTRUMENT No. 2002 - 000241 1 3 Ay ITEM #15 $$a C\ 0 °)/ O 88 EXISTING POND \ 14' NORTH 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. LEGEND: ASPHALT PAVEMENT 1" — 110 # /SYD. HMA BITUMINOUS SURFACE 9.5mm ON 2" — 220 # /SYD. HMA BITUMINOUS INTERMEDIATE 19.Omm ON 6" COMPACTED AGGREGATE #53 BASE ON COMPACTED SUBGRADE WITH TENSAR TX5 GEOGRID OR LIME TREATED SUBGRADE ■ ■ CONSTRUCTION LIMITS PLAN NOTES: U LIGHT POLE FOUNDATION cg 2' CONC. CHAIRBACK CURB & GUTTER (TYPE II). SEE DETAIL 02/C2.0 z a. rw t , V V — 1- �Q� �o N M 0 ,0 0 aM(0 a I-Z•1 w LL_ 0 U 0 v �Q� o .c C) U p 0 c r. U) J_ a. � ♦♦�, �P'N S c'S' ♦ •'• \STE••• O ♦ Q- . G R �S'N . % i • No : PE10910647 o : STATE OF P••� '�`F ••�IA.•• G� SS /ONAL EN ,�♦ DATE: 09/20/2012 09/20/2012 O 7i W C Q CMMV !� '` ' J �C� w ��U Q w PROJECT NUMBER DPI.001 DRAWING NUMBER C2mO SHEET 2 OF 13 DWN BY: BSC CHKD. BY: EAG SCALE: 1 " = 30' DATE: 09/20/12 O 24' 24' S FOP 5dL 6' 1g 7' FLF SOL ,:.li¢. 21MUS so tl� 2'RMDIi15 9' c ,� — Nk[]ffE x COWAM OWAUED USE OgERM FOR LOCAL RM ONLY USE DWEM90N5 r0R ALL RM DEEFT JXAL FILM COMBINED CURB AND GUTTER TYPE 11 NO SOALE OAAO r 00M pA'Wa 9.p1 OE °S." *W( NOTIM R1EOR& N UK ALL L1w(L`EO WACM IXN,RACP011 mm 3iAA1 w T w mA w OpIRAx."$LY PG Vim 1O A W W "m or Ig DAWIN RMCRAOE OEFOWE nACM 00ICRETE 0J11w JOTS FIERY T MAf w ON Rw' OT+iPM�ff my 10' M OWUW, PAEF WMED DPNIM JCINF EVERY 50' MNOYIJM. MD _ DUUM 9W LO�AC10 MAY ODUR 1x FROM GM V11L s FULL DAYS NAW PAMD WKIR RK9•«Pi WNEM ©ao m Y au GR•is1 M OTYS w ALL X13 2 �o 02 CONCRETE CHAIRBACK CURB & GUTTER TYPE II NOT TO SCALE DEVELOPMENT SUMMARY SITE ACREAGE = 7.35 +/- ACRES PRIMARY ZONING = INDUSTRIAL (1 -1) SECONDARY ZONING = US HIGHWAY 421 - MICHIGAN ROAD CORRIDOR OVERLAY ZONE TOTAL PARKING SPACES ADDED = 107 SPACES FRONT SETBACK: 15 FEET SIDE SETBACK: 0 FEET ABUTTING INDUSTRIAL OR BUSINESS USE OR ZONING; 5 FEET ABUTTING RESIDENTIAL USE OR ZONING REAR SETBACK: 15 FEET MAXIMUM LOT COVERAGE: 90% ACTUAL LOT COVERAGE = 76% ASPHAI . / JV J / 18'_ A � � E � E E / / / 1 -1/4 -INCH CONDUIT (QTY 2) FOR / LIGHTING & SECURITY 1 -1/4 -INCH CONDUIT (QTY 2) FOR LIGHTING & SECURITY 1 -1/4 -INCH CONDUIT '0V /"771,1 25' (QTY 2) FOR LIGHTING & SECURITY 7' SSOAp - 1 �MFNTI �OpGSFO � — r O APPROX. LIMITS OF PROPOSEI DRAINAGE EASEMENT N 88 °17' 42 "E 158.67' - / STORM DRAINAGE EASEMENT PER 1 1 -1/4 -INCH C( (QTY 2) FOR LIGHTING 8 SECURITY 10' P/ 1 -1/4 -INCH CONDUIT (QTY 2) FOR LIGHTING & SECURITY �E R20' APPRO: / DRAINA 5' = aa2 INSTRUMENT No. 2002 - 000241 1 3 Ay ITEM #15 $$a C\ 0 °)/ O 88 EXISTING POND \ 14' NORTH 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. LEGEND: ASPHALT PAVEMENT 1" — 110 # /SYD. HMA BITUMINOUS SURFACE 9.5mm ON 2" — 220 # /SYD. HMA BITUMINOUS INTERMEDIATE 19.Omm ON 6" COMPACTED AGGREGATE #53 BASE ON COMPACTED SUBGRADE WITH TENSAR TX5 GEOGRID OR LIME TREATED SUBGRADE ■ ■ CONSTRUCTION LIMITS PLAN NOTES: U LIGHT POLE FOUNDATION cg 2' CONC. CHAIRBACK CURB & GUTTER (TYPE II). SEE DETAIL 02/C2.0 z a. rw t , V V — 1- �Q� �o N M 0 ,0 0 aM(0 a I-Z•1 w LL_ 0 U 0 v �Q� o .c C) U p 0 c r. U) J_ a. � ♦♦�, �P'N S c'S' ♦ •'• \STE••• O ♦ Q- . G R �S'N . % i • No : PE10910647 o : STATE OF P••� '�`F ••�IA.•• G� SS /ONAL EN ,�♦ DATE: 09/20/2012 09/20/2012 O 7i W C Q CMMV !� '` ' J �C� w ��U Q w PROJECT NUMBER DPI.001 DRAWING NUMBER C2mO SHEET 2 OF 13 DWN BY: BSC CHKD. BY: EAG SCALE: 1 " = 30' DATE: 09/20/12 co 418' CB 1 -1/4 -INCH CON LIT ` 3- (QTY 2) FOR LIGHTING & A / SECURITY / , f 25.6' f CB D ppRO R9 /A11 F <4f c