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Home My WebLink AboutCOLORADO EARLY COLLEGES - SITE PLAN ADVISORY REVIEW - SPA160003 - REPORTS - RECOMMENDATION/REPORT W/ATTACHMENTS (3)EXISTING BUILDING 14 SPACES 14 SPACES 14 SPACES 14 SPACES 12 SPACES 12 SPACES 5 SPACES 5 SPACES 6 SPACES 19 SPACES 5 SPACES 11 SPACES 19 SPACES 0 SCALE: 1" = 30' 30 15 30 60 EXISTING ADA PARKING SPACES PROPOSED PARKING SPACES PROPOSED ADA PARKING SPACES SITE DATA TOTAL PARKING SPACES 1 162 156 6 EXISTING PARKING SPACES 163 LAND USE CODE PARKING REQUIREMENTS PARKING 1 PARKING SPACE PER 4 SEATS IN THE AUDITORIUM = 125 SPACES 2 PARKING SPACES PER 3 EMPLOYEES = 40 SPACES 1 PARKING SPACE PER 1000 SQUARE FEET FLOOR AREA = 91 SPACES TOTAL NUMBER OF PARKING SPACES REQUIRED = 125 SPACES ADA PARKING 101-105 PARKING SPACES PROVIDED, 5 ADA SPACES REQUIRED PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME COLORADO EARLY COLLEGE SITE PLAN 01/31/17 1"=30' N/A SB RA 1292-028-00 1 of 1 COLORADO EARLY COLLEGE 4244 INNOVATION DRIVE FORT COLLINS, CO 80525 970-377-0044 NOTES: 1. ALL EXISTING TREES AND LANDSCAPING TO BE RETAINED AND PROTECTED ON SITE. 2. NO ADDITIONAL SITE LIGHTS ARE PROPOSED WITH THE SITE IMPROVEMENTS. Colorado Early College Vicinity Map Scale: 1" = 1000' Utility Plans For Colorado Early College 4424 Innovation drive A Part of Lot 19, of the Replat of Lots 13, 14, 15, 16, and 18, of Golden Meadows Business Park Located In The Southeast Quarter of Section 31, T-7-N, R-68-W Of The 6th PM City Of Fort Collins, Larimer County, Colorado January 2017 PROPOSED STREET LIGHT PROPOSED STORM SEWER MANHOLE EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE LINE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING MANHOLE PROPOSED STORM INLET LEGEND PROPOSED CONCRETE PROPOSED MINOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE EXISTING TELEPHONE LINE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER MANHOLE PROPOSED WATER VALVE EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE LIMITS OF DEVELOPMENT (LOD) EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED UTILITY POLE EXISTING STREET LIGHT PROPOSED SWALE PROPOSED DIRECTION OF OVERLAND FLOW PROPOSED EMERGENCY OVERFLOW ROUTE EXISTING FIBER OPTIC LINE PROPOSED HANDICAP RAMP EXISTING OVERHEAD ELECTRIC LINE EXISTING OVERHEAD TELEPHONE LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED FIBER OPTIC LINE PROPOSED OVERHEAD TELEPHONE LINE EXISTING FENCE PROPOSED WATER SERVICE W/ PROPOSED SANITARY SEWER SERVICE CURB STOP AND METER PIT W/ CLEANOUT EXISTING BUILDING 0 SCALE: 1" = 30' 30 15 30 60 NOTES: 1. SANITARY SEWER INSTALLATIONS SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENGINEER. 2. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 3. ALL SANITARY SEWER PIPE SHALL BE PVC (SDR 35) UNLESS OTHERWISE NOTED ON THE PLAN. SEWER PIPE SHALL BE AS SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND SPECIFICATIONS. 4. ALL SANITARY SEWER CLEANOUTS LOCATED IN THE PARKING LOT OR DRIVE AREA SHALL BE TRAFFIC RATED CLEANOUTS. 5. SITE CONTRACTOR SHALL TERMINATE UTILITY SERVICES 5 FEET FROM BUILDING UNLESS OTHERWISE NOTED. 6. REFER TO PLUMBING PLAN FOR INVERTS IN AND OUT OF THE GREASE INTERCEPTOR. 7. WATER CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENGINEER. 8. WATER MAINS SHALL BE PVC (C-900) AS SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND SPECIFICATIONS. 9. REFER TO GEOTECHNICAL REPORT PREPARED BY GROUND ENGINEERING, DATED 11/16/16, FOR PAVEMENT DESIGN AND SUB-GRADE PREPARATION. 10. REFER TO SHEET 5 FOR ADA RAMP LAYOUT AND GRADING DETAILS. 11. ALL EXISTING TREES AND LANDSCAPING TO BE RETAINED AND PROTECTED ON SITE. PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME COLORADO EARLY COLLEGE UTILITY PLAN 01/31/17 1"=30' N/A SB RA 1292-028-00 2 of 5 COLORADO EARLY COLLEGE 4244 INNOVATION DRIVE FORT COLLINS, CO 80525 970-377-0044 EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR 0 SCALE: 1" = 30' 30 15 30 60 NOTES: 1. ALL EASEMENTS TO BE RECORDED BY SEPARATE DOCUMENT. PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME COLORADO EARLY COLLEGE EMERGENCY ACCESS EASEMENT DETAIL 01/31/17 1"=30' N/A SB RA 1292-028-00 3 of 5 COLORADO EARLY COLLEGE 4244 INNOVATION DRIVE FORT COLLINS, CO 80525 970-377-0044 EMERGENCY ACCESS EASEMENT to be used on private walks CONCRETE PAVEMENT DESIGN NOTE: CONCRETE MIX AND SUBGRADE PREPARATION PER GEOTECH REPORT BY GROUND ENGINEERING DATED NOV. 16, 2016 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME COLORADO EARLY COLLEGE CONSTRUCTION DETAILS 01/31/17 N/A N/A SB RA 1292-028-00 4 of 5 COLORADO EARLY COLLEGE 4244 INNOVATION DRIVE FORT COLLINS, CO 80525 970-377-0044 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME COLORADO EARLY COLLEGE CONSTRUCTION DETAILS 01/31/17 N/A N/A SB RA 1292-028-00 5 of 5 COLORADO EARLY COLLEGE 4244 INNOVATION DRIVE FORT COLLINS, CO 80525 970-377-0044 ADA RAMP 'A' GRADING DETIAL SCALE: 1"=10' ADA RAMP 'B' LAYOUT SCALE: 1"=10' ADA RAMP 'A' LAYOUT SCALE: 1"=10' ADA RAMP 'B' GRADING DETIAL SCALE: 1"=10' ADA RAMP 'C' GRADING DETIAL SCALE: 1"=10' ADA RAMP 'C' LAYOUT SCALE: 1"=10' DRIVEWAY GRADING DETIAL SCALE: 1"=10' ADA RAMP 'D' GRADING DETIAL SCALE: 1"=10' LEGEND WATTLE IMPERVIOUS AREA CALCS S-1 S-2 S-3 AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARV AIR RELEASE VALVE BOV BLOW OFF VALVE BW BOTTOM OF WALL CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEAN OUT DE DRAINAGE EASEMENT E ELECTRIC EAE EMERGENCY ACCESS EASEMENT EG EXISTING GROUND EL ELEVATION EOA EDGE OF ASPHALT EX EXISTING ESMT EASEMENT F FIRE LINE FES FLARED END SECTION FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FO FIBER OPTIC G GAS GB GRADE BREAK GD GROUND GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LF LINEAR FEET LP LOW POINT LT LEFT MH MANHOLE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE OHU OVERHEAD UTILITY PE PEDESTRIAN EASEMENT PC POINT OF CURVATURE PCR POINT OF CURB RETURN PI POINT OF INTERSECTION PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN ROW RIGHT-OF-WAY RT RIGHT S SANITARY SEWER STA STATION SD STORM DRAIN PIPE SDMH STORM DRAIN MANHOLE SMH SANITARY SEWER MANHOLE T TELEPHONE TB THRUST BLOCK TBC TOP BACK OF CURB TCE TEMPORARY CONSTRUCTION EASEMENT TC TOP OF CONCRETE TF TOP OF FOUNDATION TW TOP OF WALL TYP TYPICAL UE UTILITY EASEMENT VB VALVE BOX VCP VITRIFIED CLAY PIPE VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATERLINE ABBREVIATION LIST PROPOSED OVERHEAD UTILITY PROPOSED LIGHT POLES EXISTING CABLE TV PROPOSED CABLE TV Revisions No. Date Description By EXISTING WOOD POST EXISTING METAL POST PHASE LINE Sheet No. Description of Sheets INDEX OF SHEETS COVER SHEET UTILITY PLAN EMERGENCY ACCESS EASEMENT DETAIL CONSTRUCTION DETAILS CONSTRUCTION DETAILS 1 2 3 4 5 ........................................... ........................................... ........................................... ........................................... ........................................... INDEMNIFICATION STATEMENT: THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL NOT RELIVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLATS. THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK #4-02 SOUTHEAST CORNER OF THE INTERSECTION OF HARMONY ROAD AND TIMBERLINE ROAD IN A TRAFFIC SIGNAL BASE ELEV=4969.52 CITY OF FORT COLLINS BENCHMARK #9-94 SOUTHWEST CORNER OF EAST HARMONY ROAD AND MCMURRY AVE ON THE NORTH SIDE OF THE CONCRETE RING OF A TELEPHONE MANHOLE ELEV=4978.57 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: BM #4-02 NGVD 29 UNADJUSTED = NAVD88 - 3.20' BM #9-94 NGVD 29 UNADJUSTED = NAVD88 - 3.19' PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME COLORADO EARLY COLLEGE COVER SHEET 01/31/17 N/A N/A SB RA 1292-028-00 1 of 5 COLORADO EARLY COLLEGE 4244 INNOVATION DRIVE FORT COLLINS, CO 80525 970-377-0044 3. NO ADDITIONAL LANDSCAPING IS PROPOSED WITH THE SITE IMPROVEMENTS. 4. ALL PROPOSED EMERGENCY ACCESS EASEMENTS TO BE DEDICATED BY SEPARATE DOCUMENT. ALL EXISTING ACCESS EASEMENTS TO BE CONVERTED TO EMERGENCY ACCESS EASEMENTS BY SEPARATE DOCUMENT.