Business Center at CTC Replat I PUD Amendment 1 Mylar

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Boulder County, CO 04003829 3 of 18 LEGEND tt Q 8 0 +r 67.12 a 87.12 1.0% >. • RC ffi T UE "1 IL,/\Al LLLLLLLL LLLLLLLL DO NOT DI CONTRACTOR LOCATION PRIOR TO OF RIIURE ISLAND BY DINERS SURVEY CONTROL POINT EXIST HYDRANT GATE VALUE EXIST SANITARY MANHOLE EXIST STORM DRAIN MANHOLE PROPOSED MANHOLE CATCH BASINS ELECTRICAL UGHT POLES PROPOSED SPOT EL EXIST SPOT EL CONSTANT SLOPE EXIST CURB AND GUTTER PROP CURB AND GUTTER FLOWUNE ROOF DRAIN SANITARY SEWER STORM SEWER TELEPHONE UNDERGROUND ELECT UNDERDRAIN WATER EXIST ELECTRIC EXIST GAS EXIST SANITARY SEWER EXIST STORM DRAIN EXIST WATER EASEMENT UNE PROPERTY LINE ADA PATH TO ROW CONCRETE CONCRETE PAVERS POND SAND BOTTOM CRUSHER FINES COBBLE SWALE / SLOPE HS20 GRAVEL ARE LANE STL VISION TRIANGLE AREA TEX REINFORCED GRASS SUBGRADE repTIMIS GABION WALLS LID I AX WIG C&G CC DI E DCT ESMT ET EYE Al HCR LSCP LP MH MIR PRELIM ROW SAN V�RT I I HANDICAP CURB RAMP PROPOSED INDEX CONTOURS PROPOSED INTERMEDIATE CONTOURS EXISTING INDEX CONTOURS EXISTING INTERMEDIATE CONTOURS UNPLA TTED CITY OF LOUISWLLE SitstOs„ tftva t ",•°*** ObkTLO T A e 31.,,. BUILDING CURB 8c GUTTER CURB CUT DRAAIIN STOP SIN DUCTILE IRON DO HOT DISTURB ELECTRIC EASEM ELATE ELECTRIC TRANSFORMER ELECTRIC VEHICLE nRRI WIHCIE READY EXISTINGARE 'T CCN CH • 31 DID SECTION HYDRANT FOUND HANDICAP RAMP RI TONN BASIN NUMBER IRLAN scig UGHTKLE HOIE PJMINARY Y N/Flair( RIGHT IMOF WAY SANTARY WPM BOX TRANSFORMER TYPIUU�nER llCCDRAIN YERIFYYIII FED 40, SD - 4•%\\ PRIVATE ( 4l MOUNTAINSIDE PFFEL 5376.22 ENTRY ,7 8 PIK 01.5%` ROOF DRAIN) WAIL H■3' (CONT) 6' DI FH BRANCH --- , 38O - THE BUSINESS CENTER AT C.T.0 REPLAT I, PUD 1ST AMENDMENT LOT 1A, BLOCK 1, BUSINESS CENTER AT CTC REPLAT I NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 1 SOUTH, RANGE fig WEST, 6TH PRINCIPAL MERIDIAN, CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO UNPLA TIED ` ., _ - Y- \ ' HAROLD T &ROSEMARY BENNETT 9710 EMPIRE ROAD 20' TUBE SIL GATE o) -4' FRE ACCESS HAMMER READ 1TLDG SETBACK CE R (2) OONC WALLS Hmax(2.5' EA TERRACFFELL 55576.22S PRIVATE POO CONDO WV INV NE 55 INV SE 57.64 VIF COIN TO EX STUB f QK SANITARY (GREY) DM (1W) CX STORM DRAIN cam) DAD (TM) 65LF 12' PVC 0 5% I • • I ,r. " .I ml --��- I S ? 6_ 12' P is , -BOLE 1^ REINFORCED GRASS SUBGRADE (DP) OMB IN RIM 66.84T INV 64.65 (EX) SPA SADDLE CURB INLET 261E 15' PVC 0 0.5% RIM 66.47 INV 64.53 26LF15"PVC 00.5% DOMESTIC WATER NEIER POND OUTLET RIM 65.00 INV 59.50 SLF 12' PVC 0 20% RIM 65.50 NV 59.20 NV OUT 58.00 48LF 18' RCP 01 0X PRIVATE � aoa.u4 WV INV IN(N-5356.64 INV OUT(S)-5358.54 WV 4 PVC 0 0.5% I / 1 I I 1 gg723 Main Street, Unit 2 CREATIVE Longmont, Colorado 80501 CIVIL SOLUTION 303 684.8484 UNFLA I ILL) HERB, '& L YNDA NEWBOLD (BASIS OV PARM�ARING) SRa/13'21 "W 1131.32' ING S 1BACK Zst ' 84LF 15" PVC 0 0.5% ART U L ESUT L wr BLOCK 7 THE BUSINESS CENTER AT C7V REPLAT 'A' PARKING STRIPING SHOWN FOR REFERENCE ONLY RIM5A0 INV .70.10 LSCP CURRIMB INN 65. NV 64.05 5( 15' w - PVC; �-w ¢ 0.5 s• • - LOT 2 IRR WAMI LOT 3 tignEs. PARKING SETBACK sgia DSSTL R e( AIR R N B- MUST AT EX GRADE 35LF12'PVC 01.0X DAAJDESIGN 922A MAIN STREET LOUISVILLE. CO 60027 P. 303.627.1100 INFOODAJDESIGN. COM INV 70.60 I $ 1.4 a ---� w TRASH VC. sPMLLWAgi SS - sTMFI iV 63580 LNGw 'j WALL Hmax<3.0' WALL , Hmax<.3' I I.1 co WAIL Hmaxc2.5'; { 6" V ERT CURB & 6N2SSTITOgr OTHERWISE) It1M - CE11TER-5 5.1 POICH OUTLET INV 59 12` • 3• r RIM 1,750 NV 40 NV OUT 58.65 ` •r O% �. 4' INV SE CONN TO 43 STUB PRTACCEtyESAIT -SS iUANIT�AR P ) 0N0 ( SS i I I i I I I 1 I I I I ;f I [.] ' 2' CURB CUT FOR I DRAINAGE (RP) I I 1 I I I I 1 I i : � - N Di MD r imam. ate =Emmy rm. 1 UNLESS OTHERWISE NOTED, ALL FINSNED GRADE SLOPES ARE LESS THAN A 4:1 SLOPE. 2) ALL STORMWAIER FAaUTIES. STORMWAIER PONDS & DETENTION PONES SHALL BE PRIVATELY OWNED AND MAINTAINED. 3) ALL ONSITE WATERMAJNS AND APPURTANANCES SHALL BE PRIVATELY OWED AND MAINTAINED. 4) GRADING a UTILITY PLANS ARE CONCEPTUAL CHANGES TO STE LANDSCAPING DURING CIVIL ENGINEBING PLAN REVIEW COULD =ILT IN PUD AMENDMENT REOUIRBEIT% 5) PROPERTY OLINER SHALL REPLACE EXISTING CURB, GLITTER AND SIDEWALK THAT HAS SETTLED OR IS OTHERWISE DAMAGED ADJACENT TO TILE SITE. 6) FOR WALL HEIGHTS, REFER TO GRADING PUN. 7) THE PROPERTY OWNER SHALL MAINTAIN, REPAIR. REPLACE THE ADA RAMPS AT THE S. ARTHUR AVENUE DRIVE LOCATIONS, AS DIRECTED BY THE OW. 8) NORTHERN WATER SHALL BE CONTACTED A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION OR GRACING WITHIN THE NORTHERN WATER EASEMENT. 9) ALL INFILTRATION PONDS SHALL CONTAIN A UNDERORAIN TO ENSURE DRAIN TIMES DO NO EXCEED 72 HOURS. SHEET NAME: MASTER GRADING PLAN N 1 �L SHEET 3 OF 18 OCTOBER 24, 2022