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Colorado Technological Center Filing 2 Replat C Lots 1 2 CTC Properties PUD Mylar
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Colorado Technological Center Filing 2 Replat C Lots 1 2 CTC Properties PUD Mylar
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Entry Properties
Last modified
8/12/2020 11:41:51 AM
Creation date
11/9/2018 10:54:57 AM
Metadata
Fields
Template:
CITYWIDE
Doc Type
Mylar
Ord/Res - Year
2018
Ord/Res - Number
37
Recordation Number
3684906
Subdivision Name
Colorado Technological Center Filing 2 Replat C
Cross-Reference
PC Res 2018-10
Original Hardcopy Storage
Planning
Record Series Code
40.180
Record Series Name
Maps Drawings Plats Plans
Document Relationships
Colorado Technological Center Filing 2 Replat A Lots 1 2 CTC Properties PUD Mylar
(Cross-References)
Path:
\RECORDED PLATS (Mylars) and CITY MAPS\PUD (Planned Unit Developments)\C\CTC Filing 2
Colorado Technological Center Filing 2 Replat C Subdivision Mylar
(Cross-References)
Path:
\RECORDED PLATS (Mylars) and CITY MAPS\Subdivisions\C
Resolution 2018-37
(Cross-References)
Path:
\CITY COUNCIL RECORDS\RESOLUTIONS (45.160)\2010-2019 Resolutions\2018 Resolutions
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N <br />1- <br />O <br />03 <br />Boulder County, CO 03684906 <br />LAST SAVED: 6/15/2018 8:11 <br />G:\24821\2018 PUD\24821—MU.dwg <br />EX. SMH-9A <br />1 <br />EX. 8" S/L <br />EX. 18" RCP <br />0 <br />1 -EX. 8" SA <br />EX. SMH-9 -- <br />EX. 5 FT WALK <br />EX. 12" W/L_ # EX. 8" W/L STUB <br />tEX. 15.0' DRAINAGE, <br />UTILITY & LANDSCAPE <br />EASEMENT <br />EX. 6" S/S <br />EX. F.H. <br />REMOVE W/L STUB <br />REMOVE FH ASSEMBLY <br />REMOVE EX. TEE & VALVE <br />INSTALL 8"x6" REDUCER <br />INSTALL FH ASSEMBLY <br />LOT 7 <br />1-90° BEND <br />1-THR 1ST :3LOCK <br />9'x17.5' STALL <br />EX. 18" RCP <br />LOT 12 <br />1-8"x8" TEE <br />2-8" W.V. <br />1-THRUST BLOCK <br />PRO. 12.1' <br />DRAINAGE <br />& UTILITY <br />EASEMENT <br />0 <br />. 0-- <br />a_ <br />TYPE 13 <br />COMBO INLET <br />E.X. 18" RCP <br />P <br />1-THRUST BLOCK <br />EX. 8" W/L STUB <br />EX. ELECTRIC BOX <br />-��-G Tr_ - :f--G--- <br />L L <br />EX. 12" W/L <br />EX. F.H. <br />EX. SMH <br />0 <br />8" W/L (PRIVATE) <br />EX. 2" W/S <br />(TO BE ABANDONED) <br />LI <br />L <br />low <br />IOW <br />CTC BOULEVARD= <br />EX. 30" RCP <br />CONCRETE PAN <br />FOUNDATION DRAIN <br />NOTES: <br />EX. 6" S/S <br />EX. CURB <br />& GUTTER <br />visanno <br />1-THRUST BLOCK <br />1-90° BEND -\ <br />Ulm!! <br />9'x17.5' STALL <br />L TYPE 13 <br />COMBO INLET <br />INSTALL CURB STOP 1-1 <br />& METER PIT <br />(PRIVATE) <br />Fll <br />- TYPE 13 <br />COMBO INLET <br />1. THE PROPOSED STORM INLETS, HDPEP STORM PIPES AND CONNECTED <br />STORM MANHOLES SHALL BE PRIVATELY OWNED AND MAINTAINED. <br />2. THE PROPOSED RCP STORM PIPES AND CONNECTED MANHOLES SHALL BE <br />PUBLICLY OWNED AND MAINTAINED. <br />3. UNLESS NOTED OTHERWISE, ALL PROPOSED WATER MAINS AND <br />APPURTENANCES SHALL BE PRIVATELY OWNED AND MAINTAINED. <br />4. USE SWIVEL TEES AND SWIVEL ADAPTERS AT GATE VALVE CONNECTIONS. <br />6. THE 2" W/S SHALL BE ROUTED IN THE BUILDING JOIST SPACE FROM THE <br />ENTRANCE INTO THE BUILDING TO THE FIRE RISER ROOM. THE 2" W/S <br />LINE SHALL BE INSULATED AND MARKED "CITY LINE UNDER PRESSURE - <br />NO TAP PERMITTED - NON -POTABLE WATER" ON FOUR FOOT SPACING <br />TO THE 2" REDUCED PRESSURE BACKFLOW ASSEMBLY. <br />7. THE EXISTING WATER AND SEWER SERVICE STUBS THAT VVILL NOT BE <br />USED SHALL BE ABANDONED AT THE MAIN AS DIRECTED BY THE CITY. <br />8. TREES AND LIGHT POLES TO BE INSTALLED A MINIMUM OF 7 FEET FROM <br />SANITARY SEWER MAIN. <br />9. ABANDON EXISTING STORMLINE STUB AT EX. TYPE 'R' INLET IN <br />NORTHEAST CORNER AS DIRECTED BY THE CITY. <br />10. STORM PIPES CONNECTING THE ROOF DRAIN OUTLETS TO THE STORM <br />SEWER SYSTEMS WILL BE INCLUDED WITH THE DESIGN OF THE <br />CONSTRUCTION DOCUMENTS. <br />11. AREA INLETS IN THE LANDSCAPING AREAS ADJACENT TO THE BUILDINGS <br />WILL BE ADDED AS NECESSARY WITH THE CONSTRUCTION DOCUMENTS. <br />irTrii-FTITT-Fr <br />PORTION OF EX. 30.0' DRAINAGE <br />(PRIVATE) <br />1-6" W.V. <br />1-THRUST BLOCK <br />TYPE 13 <br />COMBO INLET <br />EX. 30.0' <br />DRAINAGE <br />& UTILITY <br />EASEMENT <br />TYPE 13 <br />COMBO INLET <br />- - - <br />EX. 18" RCP <br />I- t- f- [- <br />TYPE 13 <br />• : • : • :-)ir <br />INLET <br />Fr - <br />& F.H. <br />(PRIVATE) <br />8" W/L (PRIVATE) <br />& UTILITY EASEMENT TO BE VACATED <br />12" HDPEP <br />(PRIVATE) <br />R1LLL <br />INLET \h. <br />kJ <br />1-8" W.V. <br />1-6" W.V. <br />1- THRUST BLOCK <br />TYPE 13 <br />COMBO INLET <br />EX. 30" RCP <br />i=1;18"1 HErEr (1PRIE) <br />IIIIU <br />6' WALK <br />LOT 1 <br />FOUNDATION DRAIN --\ <br />1-8" W.V. <br />4' CONCRETE PAN <br />18" HDPEP <br />(PRIVATE) <br />FOUNDATION DRAIN <br />F.H. <br />W/ BOLLARDS <br />(PRIVATE) <br />TYPE 13 <br />COMBO INLET <br />18, <br />CO <br />1-THRUST BLOCK I] <br />PORTION OF EX. 30.0' DRAINAGE <br />& UTILITY EASEMENT TO BE VACATED <br />CC <br />:CO CL <br />LOT 2 <br />FF=5292.90 <br />)-- 9'x17.5' STALL <br />TYPE 13 <br />INLET <br />18" HOP EP (PRIVATE) <br />TYPE 13 • <br />INLET <br />& F.H. <br />CONNECT TO <br />14 <br />414. <br />414. <br />03 <br />/71 <br />F.H. 18" HDPEP <br />W/ BOLLARDS (PRIVATE) <br />(PRIVATE) <br />FOUNDATION DRAIN -\ <br />U: '2V) <br />n. <br />FOUNDATION DRAIN OUTFALL <br />& UTILITY EASEMENT TO BE VACATED <br />111111 <br />18" HDPEP (PRIVATE) <br />17, <br />8" HDPEP (PRIVATE) <br />4'x10' BOX CULVERT <br />REGIONAL DRAINAGEWAY <br />35' DRIVE CUT <br />REMOVE W/L STUB <br />REMOVE FH ASSEMBLY <br />INSTALL 8"x6" REDUCER <br />INSTALL FH ASSEMBLY <br />EX. 8 FT WALK <br />EX. CURB & GUTTER <br />EX. SMH <br />LL- <br />EX. F.H. <br />4- <br />EX. 54.0' LANDSCAPE <br />& PUBLIC USE <br />CONSERVATION <br />EASEMENT <br />EX. 10.0' <br />UTILITY - <br />EASEMENT <br />REMOVE W/L STUB <br />REMOVE FH ASSEMBLY <br />REMOVE EX. TEE & VALVE <br />INSTALL 8"x6" REDUCER <br />INSTALL FH ASSEMBLY <br />EX. 8" S/L <br />4'x10' BOX CULVERT <br />EX. 12" W/L <br />1 <br />-J <br />0 <br />AREA <br />INLET <br />TYPE 13 <br />COMBO INLET <br />RETAINING WALL <br />8" W/L (PRIVATE) <br />(PRIVATE) <br />(PRIVATE) -I <br />(PRIVATE) <br />30" HDPEP (PRIVATE) <br />asi <br />TYPE 13 <br />-1/ INLET <br />- <br />1-8"x6" TEE <br />1-8" W.V. <br />1-6" W.V. <br />1- THRUST BLOCK <br />SCREEN WALL <br />111 <br />-J <br />.00 <br />FOUNDATION DRAIN OUTFALL <br />& F.H. <br />(PRIVATE) <br />TYPE 13 <br />COMBO <br />INLET <br />-9=ft <br />• <br />!1:1 <br />COLORADO TECHNOLOGICAL CENTER <br />FILING NO. 2, REPLAT C, LOTS 1 & 2 <br />FINAL PLANNED UNIT DEVELOPMENT <br />LOCATED IN THE SE QUARTER OF SECTION 16, <br />TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH P.M., <br />OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />EX. SMH-6 <br />1-45' BEND <br />1-THRUST BLOCK <br />1-8"x6" TEE <br />1-8" W.V. <br />1-6" W.V. <br />1- THRUST BLOCK <br />30.0' <br />DRAINAGE <br />& UTILITY <br />EASEMENT <br />1- THRUST BLOCK <br />1-8"x8" TEE <br />2-8" W.V. <br />1- THRUST BLOCK <br />11: <br />a. <br />- TYPE 13 <br />COMBO INLET <br />1-90' BEND <br />1-THRUST BLOCK <br />ACCESS <br />EASEMENT <br />CL <br />CO a- <br />9'x17.5' STALL <br />12" HDPEP <br />(PRIVATE) <br />TYPE 13 <br />COMBO INLET <br />1-8"x6" TEE <br />1-8" W.V. <br />2" W/S <br />12" HDPEP <br />(PRIVATE) <br />EX. SMH <br />E <br />EX. F.H. <br />- 28' DRIVE CUT <br />1-8" W.V. <br />1-6" W.V. <br />EX. 8" W/L STUB <br />INSTALL FH ASSEMBLY <br />• <br />EX. 8" S/L <br />F <br />4 <br />Lu <br />Lu <br />a i- <br />x a <br />EE <br />CL <br />w <br />- TYPE 13 <br />COMBO INLET EASEMENT <br />EX. ELECTRIC <br />BOX <br />9'x19' STALL <br />(TYPICAL) <br />EX. 5' WALK <br />TYPE 13 _ <br />COMBO INLET <br />INSTALL CURB STOP <br />& METER PIT <br />(TO BE USED <br />FOR IRRIGATION) <br />I Man - <br />PRO. 17.6' <br />ACCESS <br />24" HDPEP (PRIVATE) <br />30" HDPEP <br />5' TYPE 'R' INLET <br />METER PIT FOR ri'm <br />IRRIGATION <br />EX. 6" S/S <br />EX. ELECTRIC <br />BOX <br />PROPOSED <br />DRAINAGE <br />EASEMENT <br />EX. 15.0' DRAINAGE, <br />EASEMENT <br />DETENTION POND <br />OUTFALL <br />STRUCTURE <br />STUB <br />EX. <br />INSTALL CURB STOP <br />& METER PIT <br />EMERGENCY <br />SPILLWAY <br />ABANDON EX. STORMLINE <br />(SEE NOTE 9) <br />EX. SMH <br />\ EX. ELECTRIC <br />BOX <br />3 <br />iat <br />11, <br />EX. SMH <br />EX. SMH <br />CO C\I <br />LaJ <br />EX. SMH-4 <br />Lai CU <br />ITU <br />-J <br />EX. SMH <br />II <br />IIIF <br />EX. 12" W/L <br />LOT 11 <br />117 <br />0- <br />co <br />a. <br />CNJ <br />It <br />& F.H. <br />EX. 6" W/L <br />& F.H. <br />LEGEND <br />XW <br />SS <br />FS <br />OHE <br />FO <br />X T X <br />Proposed Waterline <br />Existing Waterline <br />Proposed Sewerline <br />Existing Sewerline <br />Stormline <br />Water Service <br />Existing Water Service <br />Sewer Service <br />Existing Sewer Service <br />Fire Service <br />Existing Gas Line <br />Ex. Underground Electric <br />Ex. Overhead Electric <br />Existing Fiber Optic <br />Existing Telephone Line <br />Existing Cable TV Line <br />Thrust Block <br />Water Valve <br />Fire Hydrant <br />Plug <br />Manhole <br />Type 'R' Inlet <br />Street Light <br />Asphalt Repairs as <br />Directed by City <br />dogrig <br />iiiii111111 ado <br />50' <br />100' <br />MINN MINN <br />SCALE: 1" = 50' <br />- HURST <br />EX. 12" W/L <br />EX. 8" S/L <br />CIVIL ENGINEERING <br />PLANNING <br />SURVEYING <br />HURST & ASSOCIATES, INC. <br />1265 S. Public Road, Suite B <br />Lafayette, CO 80026 <br />303.449.9105 <br />0 <br />6,1 • <br />cdcli <br />a.. <br />NINE <br />LE <br />▪ P. <br />e. <br />F. <br />0 CO <br />0 <br />al 0 <br />Ohl <br />m <br />2, Replat C <br />• <br />Ca <br />0 <br />co <br />to <br />0 <br />Es <br />DATE: JUNE 13, 2011 <br />Copyright C2018 - All rights <br />reserved RVP Architecture and <br />Consulting, P.C. All design <br />drawings and written material <br />herein may not be used or <br />duplicated without the written <br />consent of RVP Architecture and <br />Consulting, P.C. <br />Sht 8 <br />
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