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Home My WebLink AboutTHE GROVE AT FORT COLLINS - FDP - FDP110015 - MAPS/GRAPHICS - UTILITY PLANS (3)SHIELDS ST RAINTREE DR. CENTRE AVE. RESEARCH BLVD. COLLEGE AVE. (U.S. 287) PROSPECT RD. ROLLAND MOORE DR. W LAKE ST EAST DR UNIVERSITY AVE S SHIELDS ST HEATHERIDGE RD BENNETT RD WORTHINGTON SHIRE CT WESTWARD DR SPRINGFIELD DR W PITKIN ST W STUART ST BAY RD SOUTH DR UNIVERSITY AVE EVENSTAR CT JOHNSON DR LYNNWOOD DR HOBBITDR BAY S WHITCOMB ST SHEELY DR W PITKIN ST JUNIPER LN JAMES CT ELLIS DR DRAKE RD. AVE ST CS1 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R NOVEMBER, 2011 UTILITY PLANS FOR A TRACT OF LAND LOCATED IN SECTION 23, TOWNSHIP 7 NORTH RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e CS2 GENERAL & CONSTRUCTION NOTES N. Haws A. Reese N/A A. GENERAL NOTES 1. All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve 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 City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the Summer Dr Fl i c k e r Ln Hi l l Pon Mi r r o r ma r e Ci r G i l galad Way She el y L n Bay Dr J o h n s o n Dr a t h e r i d g e Worthington Centre Ave COLLEGE AVE DRAKE ROAD Suddering Dr. Spring Creek Ct St Center Ave Prospect Balsam Ln Juniper Ln Prospect Ct Birky Pl Sheely Dr W a l l e n b ur g Dr Hobbit St Tamasag Dr Waters Edge Winterberry Way d Rd Trail Wind Spring Ct Arthur Dr Research Blvd. Princeton Rd Dr W Stuart St Cir Harvard St Yale St FND #4 REBAR NO CAP FND #4 REBAR W/CAP, LS 25646 FND #4 REBAR W/CAP, LS 25646 FND #4 REBAR W/CAP, LS 25646 FND #4 REBAR NO CAP FND #4 REBAR NO CAP SUNDERING TOWNHOMES P.U.D. SECOND FILING TRACT A WINDTRAIL TOWNHOMES P.U.D. FIRST REPLAT CARE HOUSING AT WINDTRAIL PARK P.U.D. LOT 1 CARE HOUSING AT WINDTRAIL PARK P.U.D. LOT 2 WINDTRAIL TOWNHOMES P.U.D. FIRST REPLAT HILLPOND BICYCLE TRAIL PER PLAT OF SPRING CREEK TRAIL - HILLPOND SLOPE & DRAINAGE EASEMENT REC. NO. 2003-0039526 (HATCHED AREA) TRAIL EASEMENT REC. NO. 2003-0039531 ROLLAND MOORE DRIVE CENTRE AVENUE (REC. NO. 2000043056) HILL POND ROAD LARIMER OPEN SPACE "C" OPEN SPACE "D" OPEN SPACE "A" CENTER QUARTER CORNER SECTION 23, T7N, R69W FND 2-1/2" AC, LS 25372 OWNER: CSU RESEARCH FOUNDATION S00°18'18"W 2644.09' S00°15'48"W ACCESS, SLOPE & UTILITY EASEMENT REC. NO. 2000043055 S51°41'44"E 33.99' N82°12'31"E 74.98' N83°42'36"E 114.68' S89°40'57"E 39.98' S86°03'27"E WV S WV T C GAS S VAULT D D ELEC H Y D VAULT VAULT D ELEC TELE ELEC S S WV WV WV H Y D S GAS GAS S S S F E S F E S F E S F E S F E S F E S TC H Y D WV ELEC WV V.P. H2O MH MH WV WV WV VAULT ELEC MH MH WV S S S WV WV WV F E S ST ST ST ST ST ST \pxqc;SU \pxqc;CSU RESEARCH FOUNDATION \A1 OUTLOT B LOT 1 BLOCK 1 OUTLOT A LOT 1 BLOCK 3 OUTLOT B BLDG 3 BLDG 4 BLDG 5 BLDG 7 ROLLAND MOORE DRIVE ROLLAND MOORE DRIVE \A1; BLDG 1 \A1 \A1 \A1 \A1 \A1 \A1 \A1 \A1;12' \A1;12' \A1;15' \A1;12' \A1;12' \A1;\15' A1 \A1;15' \A1;12' \A1 BLDG 2 \A1;\1 A1;24' \ A1;\A1;24' 15' \A1;1 \A1;\A1;1 2 \A1\A1;24' \A1;1 \A1;24' \A1 \A1\A1;24' \A1 \ \A1;\24' A1;19' \A1;19' A1;24' \A1;\A1 \2 A1 LOT 2 BLOCK 1 \A1;\A1 17' REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com \pxqc;NATUR \A1 OUTLOT A OUTLOT B TRACT A (CSURF) OUTLOT B OUTLOT A BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 11 BLDG 9 BLDG 10 CLUB HOUSE BLDG 12 POOL POOL CENTRE AVENUE BASKETBALL COURT WATER QUALITY POND ROLLAND MOORE DRIVE \A1 LOT 1 BLOCK 3 \A\1A1 \A1\A1 LOT 1 BLOCK 3 ROLLAND MOORE DRIVE PERENNIAL LANE NATIVE PLANT WAY PERENNIAL LANE \A1;5' \A1;5' \A1; \A1 SAND VOLLEYBALL COURT NATIVE PLANT WAY NATIVE PLANT WAY NATIVE PLANT WAY \A1;30' \A1 \A1 \\A1 A1;15' \A1;12' \A1 \A1 \A1 \A1 \A1 \A1 \A1 \A1 \ A1; LOT 1 BLOCK 2 \A1; LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 F E S ST ST ST ST ST ST \A1; 1 DS B DS DS 1 B DS D DS 2 ROLLAND MOORE DRIVE BLDG 3 BLDG 2 BLDG 1 BLDG 4 BLDG 5 BLDG 7 ROLLAND MOORE DRIVE 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' OUTLOT A OUTLOT A OUTLOT A OUTLOT B OUTLOT B OUTLOT B LOT 1 BLOCK 1 \A1;{\\A1 W1;\A1;19' \NAT A1;17' \A1;15' \A1;17'\A1 3 DS D DS \A1 \A1;\\A1;A1;5 15 SPACES \A1 4 @ \A1;4\A1;\\\\\A1;A1;A1\A1;A1 \A1 A1 9 8 8 7 LOT 1 BLOCK 3 LOT 1 BLOCK 3 1 B DS DS 2 DS DS D 3 DS \A1;15' \A1;15' \A1;17' \A1 \A1;1\A1;1 \A1 \A1;15' \\A1;A1 12 \A1;8 SPACES \A1;11 SPACES @ @ 9' 8' \A1;2 \A1 \\A1 A1 LAND MOORE DRIVE NATIVE PLANT WAY PERENNIAL LANE BLDG 5 BLDG 6 BLDG 7 CENTRE AVENUE BASKETBALL COURT NATIVE PLANT WAY BLDG 8 BLDG 9 CLUBHOUSE BLDG 12 POOL POOL PAVILION BLDG 10 BLDG 11 ROLLAND MOORE DRIVE 9' 9' 9' 9' 9' 9' UTILITY EASEMENT 9' 9' UTILITY EASEMENT VOLLEYBALL COURT 9' 9' UTILITY EASEMENT NATIVE PLANT WAY 9' UTILITY EASEMENT 9' TRACT A (CSURF) OUTLOT A TRACT A (CSURF) OUTLOT B OUTLOT B LOT 1 BLOCK 2 OUTLOT A LOT 1 BLOCK 3 LOT 1 BLOCK 3 \A1 \\A1 A1 \\A1;A1\17' A1 DS 3 DS D 1 DS DS B 1 DS DS B C D D D F E S F E S F E S F E S F E S F E S C MH MH MH MH D MH F E S F E S F E S F E S CO CO GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM ROLLAND MOORE DRIVE ROLLAND MOORE DRIVE CENTRE AVENUE REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e EC2 EROSION CONTROL DETAILS A. Reese A. Reese N/A Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 001 EC2 NOT TO SCALE C D D D F E S F E S F E S F E S F E S F E S C MH MH MH MH D MH F E S F E S F E S F E S CO CO GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM STORM DRAIN 1 ROLLAND MOORE DRIVE GAS GAS F E S GM EM EM GM GM EM CO \A1 FFE=14.75 CARE 9' ROLLAND MOORE DRIVE EXISTING LARIMER CANAL NO. 2 * 5' SIDEWALK 5' SIDEWALK \A1;30' BLDG 3 BLDG 2 BLDG 1 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' 9' FFE=18.56 FFE=18.89 9' OUTLOT B 5' 5' STORM DRAIN 1-1 \A1 \A1 5' 5' * * * * * OUTLOT B LOT 1 BLOCK 3 LOT 1 BLOCK 1 OUTLOT A \A1;STORMWATER\ NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 KEYMAP NTS GM EM EM GM F E S GM EM GM EM GM EM GM FFE=15.12 FFE=13.72 FFE=11.00 \A1 \pxqc;WINDTRA \A1 BLDG 7 NATIVE PLANT WAY BLDG 8 BLDG 9 STORM DRAIN 2 STORM DRAIN 1 STORM DRAIN 2 9' 9' 9' UTILITY EASEMENT 9' UTILITY EASEMENT NATIVE PLANT WAY OUTLOT A \A1 \A1;32' \A1;32' 8' 4. 4.5' SIDEWALK 8' TRAIL 8' STORM DRAIN 1 \A1 \A1 LOT 2 BLOCK 1 LOT 1 BLOCK 2 LOT 1 OUTLOT A BLOCK 2 \A1 \A1 STORM DRAIN 1-1 1B 1B NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 KEYMAP NTS GM EM EM GM GM GM GM GM GM EM EM EM EM GM EM GM CO \A1; FFE=15.12 FFE=14.75 FFE=14.21 FFE=13.72 FFE=17.04 FFE=13.72 ELEV=14.33 ROLLAND MOORE DRIVE EXISTING LARIMER CANAL NO. 2 * * 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK \A1;30' BLDG 3 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BASKETBALL COURT NATIVE PLANT WAY BLDG 8 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT \A1;\A1;32' 32' 4.5' SIDEWALK 8' TRAIL 5' SIDEWALK STORM DRAIN 1 \A1;\A1;74' 48' * * * * * * * * OUTLOT B LOT 1 BLOCK 3 LOT 2 BLOCK 1 LOT 1 OUTLOT A BLOCK 2 STORM DRAIN 1-1 NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 KEYMAP NTS GM EM EL EL VAULT EL VAULT CON IRR CON IRR CON IRR F E S F E S F E S CON IRR GM GM EM EM GM EM \A1;NA FFE=9.20 FFE=18.94 ELEV=18.44 PAVILION FFE=18.44 \pxqc;THE \A1 STORM DRAIN 4 WATER QUALITY POND NATIVE PLANT WAY ROLLAND MOORE DRIVE (TO BE RENAMED) CLUBHOUSE BLDG 12 POOL DECK BLDG 10 BLDG 11 STORM DRAIN 3 STORM DRAIN 3 PERENNIAL LANE 9' 9' 9' 4. 9' UTILITY EASEMENT 9' UTILITY EASEMENT TRACT A (CSURF) FFE=8.93 NATIVE PLANT WAY FU 5' FUT 5' 5' 8' 8' TRAIL 4.5' SIDEWALK EL VAULT EL VAULT EL VAULT CON IRR CON IRR CON IRR GM EM GM FFE=18.94 FFE=18.44 \A1 ROLLAND MOORE DRIVE EXISTING LARIMER CANAL NO. 2 5' 5' PERENNIAL LANE CENTRE AVENUE CLUBHOUSE BLDG 12 9' VOLLEYBALL COURT 9' 9' 9' TRACT A (CSURF) LOT 1 BLOCK 3 9' \A1 5' FU 5' 5' \A1 \A1;3 \A1 \A1 ELEV=18.44 POOL DECK OUTLOT B LOT 1 BLOCK 2 ELEV=18.34 NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 KEYMAP NTS GM EM EM GM GM GM GM GM EM WV S WV T C GAS S EL VAULT D D M EL VAULT H Y D S WV TELE EL VAULT D EL VAULT M S S WV WV WV H Y D S GAS GAS S S S F E S F E S F E S F E S F E S F E S TC H Y D WV EL WV H2O MH MH WV WV WV EL VAULT MH MH WV S S S H Y D S WV WV WV W W W W W W H Y D S GAS GAS S S S F E S ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST ST ST ST X X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / S F E S TC SS SS SS / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / \A1;5.0' S S SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / GM GM GM GM EM EM EM EM GM EM GM S F F H Y D WV ELEC WV S SS SS SS SS S SS SS SS SS SS SS SS S ST ST ST ST ST ST W W W W W W W W W MH E E E E E E E E E E VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR F E S F E S F E S X X X X X X X C H2O MH MH WV WV WV VAULT ELEC MH MH WV S SS MH VAULT ELEC G G G G G G G G G G G G G G G G G G G G G G G G G G G G ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS VAULT ELEC W T CONTROL IRR CONTROL CONTROL IRR IRR WV WV H Y D X X X X X X X X T T T T T T T T T EL WV S S S EL VAULT EL VAULT EL VAULT CON IRR CON IRR S S S F S W S F S F W W W W FDC FDC FDC F EM GM EM GM EM EM GM EM SSMH A8 STA 20+33.45 N: 121241.61 E: 191351.30 SSMH A9 STA 21+62.58 N: 121112.49 E: 191351.30 SANITARY LINE A2 SEE SHEET SS2 STORM DRAIN 4 SSMH A4 SEE SHEET ST3 STA 14+92.87 N: 121476.36 E: 191776.47 SSMH A STA 10+00.00 N: 121399.73 E: 192130.56 SSMH A2 STA 11+60.87 (SANITARY LINE A) = STA. 10+00 (SANITARY LINE A2) N: 121271.38 E: 192034.00 EL WV S S EL VA VA EL CO IRR CO IRR CO IRR F E F S E F S E S CO IRR S IR S F S F S W W W FDC FDC GM EM GM 9' UTILITY 9' UTILITY SSMH A2 STA. 10+00 (SANITARY LINE A2) =STA 11+60.87 (SANITARY LINE A) N: 121271.38 E: 192034.00 SSMH A2-1 STA 13+99.40 N: 120973.10 E: 191768.39 SANITARY LINE A SEE SHEET SS1 TRACT A (CSURF) BLDG 11 WATER QUALITY POND CLUBHOUSE BLDG 12 VOLLEYBALL COURT POOL POOL PAVILION STORM DRAIN 4 SEE SHEET ST3 PERENNIAL LANE NATIVE PLANT WAY 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. WV WV H Y D S GAS GAS S F E S S F F S W W S F W S F W F S W S F S F S F IR W W 4990 4995 5000 5005 5010 5015 5020 5025 5030 4990 4995 5000 5005 5010 5015 5020 5025 5030 14+00 13+00 12+00 11+00 10+00 9+00 PUBLIC \A1;PUBLIC PRIVATE \A1;PRIVATE ENCASE F F S W S F W S F W S F F IR W FDC FDC FDC FDC FDC FDC GM EM GM EM EM ROLLAND MOORE DRIVE BLDG 7 NATIVE PLANT WAY BLDG 8 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 2 BLOCK 1 OUTLOT A ST INLET 1-3 STA 13+47.26 4990 4995 5000 5005 5010 5015 5020 5025 5030 4990 4995 5000 5005 5010 5015 5020 5025 5030 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 PRIVATE PRIVATE \A1;PRIVATE GAS S F E S F S W S F S F W F S W S S F W W CO CO FDC FDC FDC FDC FDC GM EM EM GM GM GM EM EM GM EXISTING LARIMER CANAL NO. 2 ROLLAND MOORE DRIVE 4980 4985 4990 4995 5000 5005 5010 5015 5020 4980 4985 4990 4995 5000 5005 5010 5015 5020 12+00 11+00 10+00 PRIVATE \A1;PUBLIC PRIVATE \A1;PRIVATE PUBLIC \A1;PRIVATE ENCASE S W S F W FDC FDC F EM EM GM WATER QUALITY POND NATIVE PLANT WAY BLDG 10 BLDG 11 9' UTILITY EASEMENT 9' UTILITY EASEMENT ST INLET 2-2 ST INLET 3-3 STA 11+79.56 N: 121338.66 E: 191766.10 ST INLET 3-2 STA 10+71.36 N: 121430.55 E: 191823.22 ST INLET 3-1 STA 10+41.36 N: 121455.38 E: 191840.05 FES 3 STA 10+00.00 N: 121489.63 E: 191863.25 SANITARY LINE A SEE SHEET SS1 F S W S F W S F W F S W S E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C W UD UD UD UD UD UD UD UD UD UD UD UD UD CO CO UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD FDC FDC FDC FDC EM GM GM GM EM EM EM GM EM EXISTING LARIMER CANAL NO. 2 ROLLAND MOORE DRIVE BLDG 3 S F F S W S F W S F W F S W S F S F IR PVC PVC PVC PVC PVC PVC PVC PVC UD UD UD UD UD W W PVC PVC PVC PVC PVC PVC UD UD UD UD UD UD UD UD UD UD UD UD CO CO UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD FDC FDC FDC FDC FDC FDC FDC GM EM EM GM GM GM GM EM EM EL EL VAULT F E S F E S F E S S S W S F UD UD UD UD UD UD UD UD UD UD UD UD UD W W PVC PVC PVC PVC PVC UD FDC FDC F GM GM EM EM GM OUTLET STRUCTURE STA. 10+00.00 BASIN 1 STA. 13+02.66 BASIN 2 (DROP) STA. 13+40.71 STA. 14+77.30 STA. 11+74.39 STA. 10+99.63 STA. 10+33.03 SANITARY LINE A SEE SHEET SS1 STORM DRAIN 3 SEE SHEET ST3 WATER QUALITY POND NATIVE PLANT WAY BLDG 9 BLDG 10 BLDG 11 PERENNIAL LANE 9' 9' EL S S EL VAULT VAU F E S F E S F E S S S W S F UD UD UD UD UD UD UD UD UD W PVC PVC PVC PVC PVC UD UD FDC EM EM GM SANITARY LINE A SEE SHEET SS1 STORM DRAIN 3 SEE SHEET ST1 WATER QUALITY POND NATIVE PLANT WAY BLDG 10 BLDG 11 9' 9' 9' UTILITY 9' UTILITY EASEMENT BASIN 2 (DROP) STA. 10+00 NULL STRUCTURE STA. 11+32.96 CO 2.1 STA. 13+97.21 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 S F IR S W S F W F S IR F PVC UD UD UD UD UD S UD UD UD W UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD FDC FDC FDC FDC GM EM EM EM GM GM BASIN 4 (DROP) STA. 10+00 ROLLAND MOORE DRIVE PERENNIAL LANE BLDG 5 BLDG 6 BLDG 7 BASKETBALL COURT BLDG 8 9' VOLLEYBALL COURT 9' 9' 9' 9' UTILITY EASEMENT 9' TRACT A (CSURF) LOT 1 BLOCK 3 OUTLOT B NULL STRUCTURE STA. 12+04.03 BASIN 4.1 STA. 12+46.84 NULL STRUCTURE STA. 14+50.60 F S W S F S F PVC W PVC PVC PVC PVC UD UD UD UD UD UD UD CO UD UD UD UD UD UD UD UD UD UD UD UD UD UD FDC FDC FDC GM EM GM GM ROLLAND MOORE DRIVE BLDG 3 BLDG 2 BLDG 1 9' UTILITY EASEMENT 9' LOT 1 BLOCK 3 OUTLOT A OUTLOT B RISER 5 (DROP) STA. ??? CO 5.1 STA. 10+27.75 STA. 10+53.46 CO 5.2 STA. ??? STA. 12+76.29 STA. 13+31.13 CO 5.3 STA. 13+79.82 SANITARY LINE B SEE SHEET SS3 STORM DRAIN 1.1 SEE SHEET ST2 UNDERDRAIN 1 SEE SHEET UD2 4990 4995 S F IR F S W W S F W S F IR PVC PVC UD UD UD UD UD UD UD UD PVC PVC UD UD UD UD UD UD UD UD UD UD UD CO UD UD UD UD FDC FDC FDC FDC GM GM GM EM EM GM EM GM GM SANITARY LINE B SEE SHEET SS3 BLDG 5 BLDG 6 BLDG 7 BASKETBALL COURT NATIVE PLANT WAY BLDG 8 POOL ROLLAND MOORE DRIVE 9' UTILITY EASEMENT 9' UTILITY EASEMENT VOLLEYBALL COURT 9' UTILITY EASEMENT 9' LOT 1 BLOCK 3 OUTLOT B BASIN 4.1 STA. ??? NULL STRUCTURE STA. 10+40.34 CO GM EM EM GM 9' 9' ROLLAND OUTLOT B 9' \pxqc;CA \pxqc;CA \\A1;A1 E LOT 1 BLOCK 1 MOORE DRIVE \A1;7 \A1 \A1;4 LOT 1 BLOCK 1 BLDG 2 BLDG 1 SIGHT SIGHT DISTANCE \PEASEMENT * * * 5005 5010 5015 5020 5025 5005 5010 5015 5020 5025 8+75 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 5005 5010 5015 5020 5025 5005 5010 5015 5020 5025 8+75 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 5005 5010 5015 5020 5025 5005 5010 5015 5020 5025 CO GM GM GM GM EM EM EM EM GM EM GM GM ROLLAND MOORE DRIVE 9' UTILITY EASEMENT 9' UTILITY EASEMENT STORM \A1;3 DRAIN 1 \A1;\A1;74' 48' BLDG 3 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 OUTLOT B OUTLOT A LOT 1 BLOCK 3 LOT 1 BLOCK 2 OUTLOT B LOT 1 BLOCK 3 9' UTILITY EASEMENT 9' UTILITY \A1;7 STORM DRAIN 1-1 \A1;4 NATIVE PLANT WAY SEE SHEET R4 PERENNIAL LANE SEE SHEET R6 * * * * * 5' SIDEWALK 5' SIDEWALK 5000 5005 5010 5015 5020 5000 5005 5010 5015 5020 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 5000 5005 9' CENTRE AVENUE TRACT A (CSURF) ACCE OUTLOT B \A1;74' 9' UTILITY LOT 1 BLOCK 3 LOT 1 BLOCK 2 9' \A1 \A1;32' SIGHT PERENNIAL LANE SEE SHEET R6 5015 5020 5025 5030 5035 5015 5020 5025 5030 5035 25+00 26+00 27+00 28+00 28+50 5015 5020 5025 5030 5035 5015 5020 5025 5030 5035 25+00 26+00 27+00 28+00 28+50 5015 5020 5025 5030 5035 5015 5020 5025 5030 5035 25+00 26+00 27+00 28+00 28+50 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G STORM DRAIN 2 OUTLOT A LOT 1 BLOCK 2 ROLLAND MOORE DRIVE BASKETBALL COURT NATIVE PLANT WAY BLDG 8 BLDG 9 9' 9' 9' 9' BLDG 7 9' LOT 2 BLOCK 1 \A1\A1;3 \A1;56 5000 5005 5010 5015 5020 5000 5005 5010 5015 5020 10+00 11+00 12+00 13+00 14+00 15+00 16+00 5000 5005 5010 5015 5020 5000 5005 5010 5015 5020 10+00 11+00 12+00 13+00 14+00 15+00 16+00 5000 5005 5010 5015 5020 5000 5005 5010 5015 5020 10+00 11+00 12+00 13+00 14+00 15+00 16+00 KEYMAP NTS GM EM EM GM S TRACT A (CSURF) OUTLOT A WATER QUALITY POND NATIVE PLANT WAY BLDG 10 BLDG 11 PERENNIAL LANE (SEE SHEET 6) 9' 9' 9' 9' 9' STORM DRAIN 3 STORM DRAIN 4 \\A1;A1;2 3 \A1;56 4 990 4995 5000 5005 5010 4990 4995 5000 5005 5010 17+00 18+00 19+00 20+00 21+00 22+00 4990 4995 5000 5005 5010 4990 4995 5000 5005 5010 17+00 18+00 19+00 20+00 21+00 22+00 4990 4995 5000 5005 5010 4990 4995 5000 5005 5010 17+00 18+00 19+00 20+00 21+00 22+00 KEYMAP NTS GM EM S S GM EM GM \pxqc;T TRACT A (CSURF) TRACT A (CSURF) LOT 1 WATER QUALITY POND ROLLAND MOORE DRIVE ROLLAND MOORE DRIVE (TO BE RENAMED) CLUBHOUSE BLDG 12 BLDG 11 PERENNIAL LANE 9' UTILITY 9' VOLLEYBALL COURT 9' UTILITY STORM DRAIN 4 \A1;3 \A1;48' \A1;70'\A1\A1;48\'A1 \A1 \A1;E NATIVE PLANT WAY \A1;EX \A1;4 \A1;70' (SEE SHEET R2) (SEE SHEET R5) 5000 5005 5010 5015 5020 5000 5005 5010 5015 5020 9+75 10+00 11+00 12+00 12+50 4990 4995 5000 5005 5010 4990 4995 5000 5005 5010 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 VAU VAULT EL EL VAULT GAS GAS GM EM EM GM GM EM EM 9' ROLLAND MOORE DRIVE BLDG 4 BLDG 3 9' \pxqc;CA \pxqc;CA L L L \A1 \A1;E BLDG 2 BLDG 1 10' TRAVEL LANE 6' BIKE LANE 8' PARKING 10' TRAVEL LANE 6' BIKE LANE 8' PARKING 2 1 1 1 2 2 1 2 1 2 1 2 1 2 1 1 1 1 1 SIG SIG EL VAULT GM GM GM EM EM EM GM GM GM GM EM GM ROLLAND MOORE DRIVE BLDG 6 \pxqc;THE PERENNIAL LANE S T 0 P R1-1 10' TRAVEL 6' BIKE LANE 8' PARKING 10' TRAVEL 6' BIKE LANE 8' PARKING 1 1 1 1 1 1 1 1 1 1 1 1 1 1 10' 6' 8' 10' 6' 8' 1 1 1 1 1 1 1 1 1 1 ROLLAND MOORE DRIVE (TO BE RENAMED) 2 9' UTILITY 9' UTILITY CLUBHOUSE BLDG 11 J K 2 NATIVE PLANT WAY J K S T 0 P R1-1 2 2 ROLLAND MOORE DR. STATION 11+50 \A1 \A1; \A1 \A1;40' ROLLAND MOORE DR. STATION 13+75 6' BIKELANE 8' 6' 10' 10' TRAVEL ROLLAND MOORE DR. STATION 18+00 ROLLAND MOORE DR. STATION 20+50 ROLLAND MOORE DR. STATION 24+00 \A1 \A1; \A1 \A1;44' ROLLAND MOORE DR. STATION 27+50 \A1 12' \A1 \A1 \A1;\A1; \A1;48' 2 6' BIKELANE 8' 6' 8' PARKING 10' 10' TRAVEL \A1 \\A1 A1; \A1;40' 6' BIKELANE 8' 6' \A1 10' 10' TRAVEL \A1;\A1; \A1;48' 2 6' BIKELANE 8' 6' 8' PARKING 10' 10' TRAVEL \A1;15' \A1 \A1;\A1; \A1;48' 2 6' BIKELANE 8' 6' 8' PARKING 10' 10' TRAVEL \A1 ROLLAND MOORE DR. STATION 25+75 \A1; \\A1 A1 \A1;32' 6' BIKELANE 6' BIKELANE 10' 10' TRAVEL \\A1;A1;9'\9' PUTILITY \\\A1 A1;A1;9' 9' \A1 \A1;9' ROLLAND MOORE DRIVE (TO BE RENAMED) 9' TRACT A (CSURF) OUTLOT A PERENNIAL LANE \A1;19.6' PERENNIAL LANE 9' 9' 9' 9' OUTLOT A TRACT A (CSURF) NATIVE PLANT WAY \A1 BLDG 11 \A1 CENTRE AVENUE TRACT A (CSURF) OUTLOT B ROLLAND MOORE DRIVE \A1 ROLLAND MOORE DRIVE 9' VOLLEYBALL COURT 9' 9' TRACT A (CSURF) LOT 1 BLOCK 2 LOT 1 BLOCK 3 PERENNIAL LANE \A1; \A1 EM BLDG 5 BLDG 6 BLDG 7 BASKETBALL COURT NATIVE PLANT WAY BLDG 8 9' UTILITY EASEMENT 9' UTILITY EASEMENT \A1;33.9' CROWN TRANS. LOT 1 BLOCK 3 LOT 2 BLOCK 1 EM ROLLAND MOORE DRIVE BLDG 1 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 XS1 CROSS SECTIONS ROLLAND MOORE DRIVE A. Reese A. Reese 1"=20' Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 58 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 XS2 CROSS SECTIONS ROLLAND MOORE DRIVE A. Reese A. Reese 1"=20' Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co D1 UTILITY DETAILS A. Reese A. Reese N/A Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NOT TO SCALE 100 D1 BEDDING DETAIL 102 STANDARD MANHOLE WYE CONNECTION D1 103 D1 NOT TO SCALE 105 TYPICAL POINT OF CONNECTION D1 NOT TO SCALE 104 SANITARY SEWER CLEANOUT D1 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. D2 UTILITY DETAILS A. Reese A. Reese N/A Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NOT TO SCALE 200 D2 WATER MAIN BEDDING REQUIREMENTS STANDARD CONCRETE THRUST BLOCKS FIRE HYDRANT INSTALLATION WATER MAIN LOWERING TYPICAL WATER SERVICE 201 D2 202 D2 206 D2 207 SPRINKLER SYSTEM DETAIL D2 NOT TO SCALE 203 WATER MAIN LOWERING D2 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are D3 UTILITY DETAILS A. Reese A. Reese N/A Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NOT TO SCALE 212 D3 VALVE BOX ASSEMBLY STANDARD 11 2" & 2" WATER METER SETTING NOT TO SCALE 208 D3 209 D3 211 WATER MAIN TRACER WIRE D3 NOT TO SCALE 210 CP TEST AND LOCATOR STATION BOX D3 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are D4 UNDERDRAIN DETAILS A. Reese A. Reese N/A Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NOT TO SCALE 300 D4 SUBDRAIN SERVICE 301 SUBDRAIN MAIN - INSTALLATION SUBDRAIN LATERAL (MODIFIED) D4 302 D4 NOT TO SCALE 306 TYPICAL CLEAN-OUT DETAIL D4 NOT TO SCALE 303 SUBDRAIN MAIN - INSTALLATION (MODIFIED) D4 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. D5 DRAINAGE DETAILS A. Reese A. Reese N/A Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NOT TO SCALE 400 D5 STORMWATER BEDDING REQUIREMENTS 401 STANDARD MANHOLE SHALLOW MANHOLE WITH FLAT TOP D5 402 D5 NOT TO SCALE 403 CHANNELING DETAILS FOR MANHOLES D5 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by D6 DRAINAGE DETAILS A. Reese A. Reese N/A Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NOT TO SCALE D6 D8 SINGLE CURB INLET REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ D7 DRAINAGE DETAILS A. Reese A. Reese N/A Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e BACK OF CURB EXTEND WALK 6" REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e D8 ROADWAY DETAILS A. Reese A. Reese N/A Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sidewalk Driveway REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e D9 ROADWAY DETAILS A. Reese A. Reese N/A Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 1'-6" 1 1/2" \A1;\A1;4 1\A1;8" \8" A1;2 STAN \A1;STANDARD 6" GUTTER 1 4 1 1/4 IN. 3 DETA 9 1/4 IN. 1 IN. 1 IN. 2:1 SLOPE 1 FT. 9 IN. 4 FT. 7 IN. 1/5 4 6 IN. IN.4 IN. 7 1/2 IN. 2:1 SLOPE SECTION \A1;6 \A1;\A1;6 6 IN. SECTION B-B B A B A PLAN VIEW LOCUST 1x1x NO. 1/4 IN. \\A1;A1;STAND \A1;\A1;8" \2 A1;\8" A1 ST \\A1;A1;3'- \A1;3'-3'-6" 4" \\A1;A1;\A1;4 1\STA A1;8" \8" A1;2 STAN \1A1 4 \A1;WA {\Fs {\Fsimplex| \A1;WA {\Fs {\Fsimplex| 0.5% MIN. \A1;\A1; \A1 0.5% MIN. \A1 \ \A1 A1; 1' 1.3' 1' 1.3' \A1\A1;\A1;6" \P15'-6" \A1\A1;\A1;\P15' 6" \A1;\A1; \A1 \A1 \ \A1;A1; 2' 1' 1.3' 1' 1.3' {\Fsimplex| REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e D11 PRIVATE SITE DETAILS A. Reese A. Reese N/A Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R STANDARD CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304, S C GAS EL VAULT D D TELE EL VAULT D EL VAULT S S S GAS GAS S F E S F E S F E S F E S F E S F E S C EL EL VAULT S S S D EL VAULT EL VAULT EL VAULT CON IRR CON IRR CON IRR CON IRR CON IRR F E S F E S F E S CON IRR S EL VAULT EL VAULT CON IRR CON IRR CON IRR S S CO CO GM EM EM GM GM GM GM GM EM EM EM S C GAS S EL VAULT D D TELE EL VAULT D EL VAULT S S S GAS GAS S F E S F E S F E S F E S F E S F E S C EL MH MH EL VAULT MH MH S S S D MH EL VAULT EL VAULT EL VAULT CON IRR CON IRR CON IRR CON IRR CON IRR F E S F E S F E S CON IRR S EL VAULT EL VAULT CON IRR CON IRR CON IRR S S F E S CO CO GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM STORM DRAIN ROLLAND MOORE DRIVE ROLLAND MOORE DRIVE ROLLAND MOORE DRIVE CENTRE AVENUE \A1;(3) STORM CULVERT EXISTING LARIMER CANAL NO.2 \pxq \pxq \pxqc;WINDTR \pxqc \pxqc;SU \pxqc;C \pxqc;CEN NORTHERLAND DRIVE SHADOWMERE COURT HILLPOND ROAD SHIRE COURT WINTERBERRY WAY SHIRE COURT CHETWOOD COURT GILGALAD WAY GILGALAD WAY \pxqc;T \pxqc;CSU WATER QUALITY POND 19906 19776 20028 20554 21070 21198 21468 21791 22164 FLOWS TO SPRING CREEK AND BNRR POND REFER TO TABLE FOR INFORMATION {\C98;50 4998 {\C98;50 5000 {\C98;50 5001 {\C98;50 5002 {\C 5005 {\C 5006 {\C98;5 5007 {\C98;5 5008 {\C98;50 5009 {\C98;50 5010 {\C98;5 5011 {\C98;50 5011 {\C9 5009 {\C 5009 {\C98;5 5008 {\C9 5010 {\C9 5011 ROLLAND MOORE DRIVE (TO BE RENAMED) PERENNIAL LANE BLDG 3 BLDG 2 BLDG 1 BLDG 4 BLDG 5 BLDG 6 BLDG 7 TRACT A (CSURF) OUTLOT A BLOCK 1 LOT 1 BLOCK 3 LOT 1 BLOCK 3 OUTLOT B OUTLOT B LOT 1 BLOCK 1 LOT 2 BLOCK 1 LOT 1 BLOCK 2 BLDG 8 BLDG 9 CLUBHOUSE BLDG 12 STORM DRAIN STORM DRAIN REFER TO TABLE FOR INFORMATION NATIVE PLANT WAY OUTLOT A BLDG 10 BLDG 11 20225 OUTLOT A 21984 21615 21437 21195 20887 21672 22091 21906 21653 21315 {\C98;5 5008 G G NORTH ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P EXHIBIT 200 South College Avenue, Suite 100 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION FOR REVIEW ONLY 09/28/ at ft.collins co t h e FLOODPLAIN FLOODPLAIN EXHIBIT A. Reese A. Reese 1"=100' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED 30" VERTICAL NOTES: PROPOSED STORM INLET PROPOSED CONCRETE CROSS PAN (TYP.) PEDESTRIAN CURB & GUTTER EXISTING WETLANDS PROPERTY BOUNDARY FOR STORMWATER REVIEW ONLY NOT FOR CONSTRUCTION \px LOWEST BASE \BASEHVACA1;18"\PMIN. \A1 MINIMUM DETAIL NTS FIELD SURVEY BY: BENCHMARKS: ORIG {\Fsimple FEMA REFERENCE: {\Fsimp FIRM PANEL 08069C0987F EXCERPT NTS SLAB-ON-GRADE FEMA BASE FLOOD ELEVATION (BFE) EXISTING 100-YR 5000 ELEVATION NAVD 88 {\fArial|b0 BUILDING 11 EL. NAVD 88 NGVD A 5002.81 FT 4999.81 FT B 5004.31 FT 5001.31 FT C 5011.93 FT 5008.93 FT REG 5004.31 FT 5001.31 FT BUILDING 10 EL. DESIGNATION NAVD 88 NGVD A 5004.31 FT 5001.31 FT B 5005.81 FT 5002.81 FT C 5012.20 FT 5009.20 FT REGULA 5005.81 FT 5002.81 FT 20554 EM GM EM GM EM GM EM GM EM EM GM EM GM F E S ST \pxq \pxqc;W CEN \pxqc \pxqc;SU \pxqc;C \pxqc;CEN NORTHERLAND DRIVE SHADOWMERE COURT HILLPOND ROAD SHIRE COURT SHIRE COURT CHETWOOD COURT GILGALAD WAY \pxqc;T \pxqc;CSU \pxqc;CENT FLOWS TO SPRING CREEK AND BURLINGTON NORTHERN RAILROAD POND NEW MERCER DITCH WORTHINGTON CIRCLE ROLLAND MOORE DRIVE \A1;3 LARIMER CANAL NO.2 TRACT A (CSURF) OUTLOT A LOT 1 BLOCK 3 LOT 1 BLOCK 3 OUTLOT B LOT 1 LOT 2 BLOCK 1 LOT 1 BLOCK 2 OUTLOT B STORM DRAIN 3 OUTLOT A OUTLOT A OS3 15.42 ac OS1 1.00 ac OS2 1.74 ac OS4 0.66 ac OS5 0.23 ac A2 0.58 ac A1 1.11 ac A3 0.45 ac A4 1.34 ac B1 1.66 ac C1 0.64 ac C2 1.40 ac C3 2.06 ac C4 1.23 ac D1 0.93 ac D2 0.75 ac CH1 0.05 ac CH2 0.16 ac X 3.84 ac A1 B1 CH1 X A2 D2 OS3 OS2 os1 A3 C1 C2 C3 C4 A4 CH2 D1 OS6 0.29 ac OS5 OS6 OS4 STORM DRAIN 1-1 WATER QUALITY POND STORM DRAIN 1 STORM DRAIN 2 \A1;STO\\A1;DRAINA A1;TR STORM DRAIN 4 B2a B2b 0.45 ac B2c 1.64 ac B2a 4.62 ac B2b B2c CENTRE AVENUE PERENNIAL LANE BLDG 3 BLDG 2 BLDG 1 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9 CLUB HOUSE BLDG 10 BLDG 11 NATIVE PLANT WAY ROLLAND MOORE DR. (TO BE RENAMED) 1A 1A 1B 1B NORTH ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e DR1 DRAINAGE EXHIBIT A. Reese A. Reese 1"=100' LEGEND: 4953 PROPOSED CONTOUR 93 PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER NOTES: PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION \pxi-3.75 PROPOSED SWALE SECTION 1 1 B2 1.45 ac EXISTING WETLANDS EXISTING FEMA FLOODWAY EXISTING 100-YR FEMA DEVELOPED RUNOFF COMPUTATIONS Design Point Basin(s) Area, A (acres) 2-yr Tc (min) 10-yr Tc (min) 100-yr Tc (min) C2 C10 C100 Intensity, i2 (in/hr) Intensity, i10 (in/hr) Intensity, i100 (in/hr) Flow, Q2 (cfs) Flow, Q10 (cfs) Flow, Q100 (cfs) A1 A1 1.11 11 11 11 0.25 0.25 0.31 2.13 3.63 7.42 0.6 1.0 2.6 A2 A2 0.58 5 5 5 0.88 0.88 1.00 2.85 4.87 9.95 1.4 2.5 5.7 A3 A3 0.45 5 5 5 0.25 0.25 0.31 2.85 4.87 9.95 0.3 0.5 1.4 A4 A4 1.34 5 5 5 0.66 0.66 0.82 2.85 4.87 9.95 2.5 4.3 11.0 B1 B1 1.66 10 10 9 0.74 0.74 0.92 2.26 3.86 8.03 2.8 4.7 12.3 B2a B2a 4.62 10 10 10 0.62 0.62 0.78 2.26 3.86 7.88 6.5 11.1 28.3 B2b B2b 0.45 5 5 5 0.42 0.42 0.53 2.85 4.87 9.95 0.5 0.9 2.3 B2c B2c 1.64 9 9 8 0.42 0.42 0.52 2.35 4.02 8.38 1.6 2.8 7.2 C1 C1 0.64 5 5 5 0.82 0.82 1.00 2.85 4.87 9.95 1.5 2.6 6.4 C2 C2 1.40 5 5 5 0.66 0.66 0.83 2.85 4.87 9.95 2.6 4.5 11.5 C3 C3 2.06 5 5 5 0.75 0.75 0.94 2.85 4.87 9.95 4.4 7.5 19.2 C4 C4 1.23 5 5 5 0.74 0.74 0.93 2.85 4.87 9.95 2.6 4.5 11.4 D1 D1 0.93 5 5 5 0.79 0.79 0.99 2.85 4.87 9.95 2.1 3.6 9.2 D2 D2 0.75 5 5 5 0.78 0.78 0.98 2.85 4.87 9.95 1.7 2.9 7.4 X X 3.84 20 20 19 0.88 0.88 1.00 1.63 2.78 5.84 5.5 9.4 22.4 CH1 CH1 0.04 5 5 5 0.80 0.80 1.00 2.85 4.87 9.95 0.1 0.2 0.4 CH2 CH2 0.16 5 5 5 0.41 0.41 0.51 2.85 4.87 9.95 0.2 0.3 0.8 OS1 OS1 1.00 10 10 9 0.25 0.25 0.31 2.26 3.86 8.03 0.6 1.0 2.5 OS2 OS2 1.74 14 14 13 0.25 0.25 0.31 1.92 3.29 6.92 0.8 1.4 3.8 OS3 OS3 15.42 75 75 71 0.25 0.25 0.31 0.69 1.19 2.58 2.7 4.6 12.4 OS4 OS4 0.66 12 12 12 0.88 0.88 1.00 2.05 3.50 7.29 1.2 2.0 4.8 OS5 OS5 0.23 5 5 5 0.86 0.86 1.00 2.85 4.87 9.95 0.6 1.0 2.3 OS6 OS6 0.29 5 5 5 0.80 0.80 1.00 2.85 4.87 9.95 0.7 1.1 2.9 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R FLOODPLAIN BOUNDARY WATER QUALITY POND SUMMARY VO VO PO WQEL PO WQ POND 0.53 0.82 4993.80 4997.60 4998.60 SWALE SECTIONS S1:\A1;MIN. TW S2:1 1 \A1 SWALE SUMMARY TABLE SWALE ID MIN D MIN TW MIN BW S1 S2 1A 1.34 10.00 2 3 3 1B 2.39 21.20 2 4 4 \A1;MIN. BW AND ACI 315. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH 4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH = 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER = 2" #5 AND SMALLER AND WWF = 1 1/2" CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH: SLAB AND WALL = 3/4" BEAMS AND COLUMNS = 1 1/2" A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 2. 3. 5. 6. 7. 4. CITY OF FORT COLLINS City of Fort Collins UTILITIES STORMWAT CONSTRUCTION DETAILS DRAWN BY: DATE: APPROVED: DETAIL 2/22/05 TDC STANDARD CONCRETE NOTES D-41 {\Fsimplex|c0;20'-6" POLE {\Fsimplex|c0;HAND HOLE AND {\Fsimplex|c0;BOND GROUND WIRE TO POLE} {\Fsimplex|c0;BOLT {\Fsimplex|c0;BASE {\Fsimplex|c0;GROUT AFTER LEVELING POLE} {\Fsimple {\Fsimplex {\Fsimplex|c0; {\A1;{ \Fsim \A1;{\Fsimplex {\Fsimplex|c0;CONDUIT IN AND NOTE: NOT TO SCALE 115 D11 STANDARD CONCRETE NOTES NOT TO SCALE 116 D11 LIGHT POLE BASE \A1;\A1 23 \ A1;3 NOT TO SCALE 117 D11 PAVING SECTIONS HEAVY LIGHT DUTY DUTY HEAVY LIGHT DUTY DUTY HEAVY LIGHT DUTY DUTY PARKING AREAS {\LALTERNATIVE B - COMPOSITE SECTION WITH FLY ASH} {\LALTERNATIVE C - PORTLAND CEMENT CONCRETE PAVEMENT} {\LALTERNATIVE A - COMPOSITE SECTION} NATIVE PLANT WAY {\LALTERNATIVE {\LALTERNATIVE C - {\LALTERNATIVE A - COMPOSITE SECTION} PERENNIAL LANE {\LALTERNATIVE {\LALTERNATIVE C - {\LALTERNATIVE A - COMPOSITE SECTION} ROLLAND MOORE DRIVE {\LALTERNATIVE {\LALTERNATIVE C - {\LALT *NOTE:\PT \A1;4" \A1; \A1;12" \A1;5" \A1;3" \A1; \A1;5" \A1; \A1;12" \A1;7" \A1;4" \A1; \A1;4" \A1; \A1;12" \A1;5" \A1;3" \A1; \A1;7" \A1; \A1;12" \A1;8" \A1;4" \A1; \A1;5-1/ \A1; \A1;12" \A1;7" \A1;4" \A1; www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e NOT TO SCALE 603 RETROFIT / ALTERNATIVE OVERFLOW CONTROL WEIR D10 D10 RAIN GARDEN DETAILS C. Snowdon C. Snowdon N.A. Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NOT TO SCALE 604A D10 NOT TO SCALE 606 SIDEWALK CHASE D10 NOT TO SCALE 604 OVERFLOW CONTROL WEIR D10 NOT TO SCALE 602 CURB OPENING D10 NOT TO SCALE 605 DECORATIVE GRATE D10 NOT TO SCALE 607 BIORETENTION SAND MEDIA D10 NOT TO SCALE 600A RETROFIT / ALTERNATIVE RAIN GARDEN CROSS SECTION D10 NOT TO SCALE 601A RETROFIT / ALTERNATIVE RAIN GARDEN TYPICAL PROFILE D10 NOT TO SCALE 601 RAIN GARDEN TYPICAL PROFILE D10 NOT TO SCALE 600 RAIN GARDEN TYPICAL CROSS-SECTION D10 FOREBAY {{\\T1.T1.1;65;Loyola drawn \A1;{\H © {\T1.05;2104 www.ironagegrates.com TEL {\fArial|b0|i0|c0|p34;\T0 {\H FAX \A1 \A1 \A1\A1;1' \A1 \A1 \A1;Ca {\H \A1;( \A1;typ. \A1;ty \A1;typ. no space between castings and \A1;1' \A1 \A1;1' \A \A1;1' \A \A1;1' \A \A1;1' \A \A1;1' \A \A1;1' \A 6" 1" 6" 6" 4 1/2" 12" 1' (TY PLAN ISOMETRIC VARIES LAN (SEE PLAN) LAN MAX. 12:1 RA 2% MAX. 12:1 MAX. 6' 6'MIN LANDSCAPED WALK NOT TO SCALE 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). STANDARD GRAY CONCRETE RAMP WITH PARTIALLY COLORED CONCRETE SECTION A-A LIP OF GUTTER PLAN VIEW FLOWLINE CURB A A 0.5' TYP. N.T.S. 6" 1:12 SLOPE MAX. CURB 0.5' 4' MIN. N.T.S. FLARE OPTION CURB OPTION 6" CURB 0" CURB 1' R 2' NOTES: t=6" or as specified 1"/ft. Max 1"/ft. Max 1.5' TRANSITION 1.5' TRANSITION Flared Option 2' FL REVISION NO: 1 DATE: DRAWING STREET STANDARDS DRA 1606 URBAN AREA LARIMER COUNTY PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) 1:25 slope (max.) Truncated Dome Warning Detection Truncated Dome Warning Detection F Curb Flare Varies Curb 2'-0" Flare Ramp concrete ramps Panels embedded in the Apron Gutter or Curb and Gutter Flow line 1:20 Slope 1:12 MAX Slope Section A-A NTS Varies Varies Curb Curb Flare Ramp 2'-0" Varies Panels Panels 6" A A CL Pedestrian flow Aligned with Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Note: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the Face of Curb or . Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare 2'-0" Curb Case 3-Mid-Block Ramps 6" Panels Panels Apron Gutter or Flare 6" Flare (Center line of ramp) CL -Center line of ramp BOC BOC BOC FOC L or FL FOC BOC FL -Back of Curb -Face of Curb -Flow line 2' REVISION NO: DATE: DRAWING STREET STANDARDS DRA 1607 URBAN AREA LARIMER COUNTY TRUNCATED DOME WARNING FOR ACCESS RAMPS CONSTRUCTION FORT COLLINS ONLY \pxi-3,l3, RAMP NOTES: 106 D9 NOT TO SCALE 108 D9 NOT TO SCALE 110 D9 NOT TO SCALE 111 D9 NOT TO SCALE 112 D9 NOT TO SCALE 113 D9 NOT TO SCALE 114 D9 1" 6" 46" 1 1/2" 1'-6" 6" 12" ACCESS RAMPS ACCESS RAMPS RAMP DETAIL RAMP DETAIL RAMP DETAIL PRIVATE INFLOW VERTICAL CURB & GUTTER PRIVATE OUTFALL VERTICAL CURB & GUTTER RA 2% MAX. 12:1 MAX. 12:1 MAX. 6' MIN 6' 6'MIN 7 3/8" (L) 1 3/8" 17" 6" 3 3/8" 14" FL R 16" R 16" DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK 31" See Drawing 1601 10 3/4"(L) R 16" DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK 18" 18" 3 3/8" 1 3/8" 6" R 16" FL 14" 6" 17" 1 1/2" 5' (L) 8 5/8" (F.C.) 7 1/4" F.C. 12" (F.C.) Slope to curb 1/4"/Ft. 1' min. (F.C.) 48:1 min. 4:1 max. Excavation Fill 1' min. 2' min. 1/4"/Ft. CURB & GUTTER IN A CUT OR FILL DATE: 03/01/02 CURB AND URBAN AREA STREET STANDARDS LARIMER COUNTY CONREVISI DRAWINGS 702 DRAWING 6" 3'-9" (F.C.) For Thickness 2' min. (L) NOT TO SCALE 109 D9 CURB & GUTTER/SIDEWALK NOT TO SCALE 108 D9 CURB & GUTTER 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) DATE: 03/01/02 CURB AND GUTTER URBAN AREA STREET STANDARDS LARIMER COUNTY CONREVISI DRAWINGS 701 DRAWING LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material A A 2. For driveway design requirements, see CONST. DWG. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. STANDARD SIDEWALK STREET STANDARDS LARIM URBAN AREA REVISION NO: 1 CON DRAWINGS DATE: 16 DRAWING SIDEWALK 8" Commercial ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft CONSTRUCTION SIDEWALK DETAIL LARIMER COUNTY STRE URBAN AREA DRAWINGS 1602 DRAWING REVISI DATE: 04/01/07 12" (Water & Sewer) If this section is less than 4' of existing asphalt/concrete, it must be removed and replaced. Edge of Pavement or Lip of Existing Gutter Compacted Lifts of Suitable Materials Pavement Thickness Varies Varies 1" (min.) (See Note 9 below for Storm.) 4" (min.) 6" (max.) Trench Width Varies 2' (min.) Bedding Material Undisturbed Soil Utility Conduit New Asphalt/Concrete Clean Road Base Existing Road Base 6" Full Depth Asphalt or X/Y Composite Section NOTES: 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Local Entity Engineer. 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight edge. 3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for backfill material. 4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe. 5. Use a #4 rebar at centers along the perimeter of concrete replacement sections. 6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements. 7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched. 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. 9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe. LARIMER COUNTY URBAN AREA STREET STANDARDS CON DRAWINGS REVISION NO: 1 DRA 2201 DATE: 08/07/00 TRENCH DETAIL NOT TO SCALE 100 D8 HANDICAP PARKING REQUIREMENTS Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45° from Flow Line. * * 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb REVISION NO: 1 DATE: 04/01/07 STREET STANDARDS CONS DRAWINGS SIGN URBAN AREA LARIMER COUNTY DRAWING See Figure 16-1 SW SAMPLE AVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST. L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS * 12 Gauge 30" 8" 8" NOT TO SCALE SIGN POST PLAN-CONCRETE PAD 4" Concrete Pad ELEVATION Existing Ground 4" Concrete Pad 6'-6" 13'-0" by field Engineer or as directed 2'-0" CL CL Inverted "U" Inverted "U" BICYCLE RACK FOUNDATION DETAILS DATE: 08/07/00 REVISION NO: STREET STANDARDS LARIMER URBAN AREA DRA CONSTRUCTION 17 DRAWING 1'-6" *MOD BY N.E. 10-20-09 *MOD NOT TO SCALE BIKE RACK FOUNDATION TRENCH DETAIL STANDARD SIDEWALK 101 D8 102 D8 103 D8 104 D8 NOT TO SCALE 105 SIDEWALK DETAIL D8 VAN- ACCESSIBLE PARKING MIN. MIN. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE. ONE SIGN PER SPACE REQUIRED REQUIRED PER SPACE ONE SIGN REQUIRED PER SPACE ONE SIGN CAR ACCESSIBLE VAN ACCESSIBLE "UNIVERSAL DESIGN" CAR & VAN ACCESSIBLE OR A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED. THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE NEED FOR TWO SIGN TYPES. 8' 5' 8' 8' 8' 8' 11' 5' 11' 11' 5' RESERVED RESERVED PARKING RESERVED PARKING R7-8 R7-8 R7-8 REVISION NO: 1 DATE: 03/01/02 HANDICAP PARKING STREET STANDARDS URBAN AREA LARIMER COUNTY CONSTRUCTION DRAWINGS 1407 DRA ON BOTH SIDES OF WALK SIDEWALK (TYP.) 3' 6" VARIES VARIES 3'-3" OPE PLAN 8'-6" 3'-3" 3"A A C B B C METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND DETACHED SIDEWALK 1/28/09 D-10B TDC CITY OF FORT COLLINS DRAWN APPROVE DATE: DETAIL UTILITIES City of Fort Collins (TYP.) (TY (TYP.) 3/8" BRASS SCREW 18"O.C. EDGE OF STREET 12" R 12" R SLOPE WITH COUNTERSUNK HEAD FLUSH WITH PLATE 5/8" GALV. STEEL PLATE SECTION A-A SECTION B-B VARIES 6" WITH 3/ COUNTERSUNK HEAD FLUSH ANCHOR 18" #3 REBAR 1" 6" 3"x2"x3/8" GALV. ANGLE 3'-0" 5/8" GALV. PLATE 2'-0" 1/4" WITH PLATE 3" 6" SLOPE PLATE TO 0.5%%% VARIES SLOPE DETAIL 1 2'-0" O.C. SEE DETAIL 1 2 1 2 1 VA 5/8" GALV. STEEL PLATE 3"x2"x3/8" GALV. EDGE OF BA STRE CURB SLOPE PLANS EXPANSION EXPANSION MATERIAL MATERIAL SECTION C-C DEP \A1;VARIES #4@1 #4@12" #4@12" GUTTER STORMWATER CONSTRUCTION DETAILS DATE LAST REVISED: 5/29/09 NOT TO SCALE 411 D7 METAL SIDEWALK CULVERT (DETACHED WALK) 412 HEADWALLS FOR PIPES (15" Ø TO 48" Ø) WINGWALLS D7 413 D7 NOT TO SCALE 414 WINGWALLS D7 NOT TO SCALE 415 D7 POND A OUTLET STRUCTURE GENERAL NOTES: 1. REVISED CDOH-M-601-12 C D D=PIPE DIAMETER H=D+30 IN. W=3D+18 IN. T=0.4 H (NEAREST IN.) B=1.5 D (30 IN. MIN.) CIRCULAR L=W+B TYPE OF PIPE HEADWALL DIMENSIONS TYPE OF PIPE ARCH A RISE HEADWALL DIMENSIONS T=0.4 H (NEAREST IN.) B=1.5 D (30 IN. MIN.) D=EQUIVALENT CIRCULAR L=W+B H=RISE+30 IN. W=3D+18 IN. QUANITIES FOR ONE MASONRY HEADWALL RCP CSP RCP CSP - 1.1 - 1.1 - 1.6 - 1.6 1.4 1.3 1.4 1.3 1.9 1.7 1.9 1.4 2.1 1.9 2.1 2.0 2.9 2.5 2.8 2.7 3.0 2.6 2.9 2.8 4.1 3.4 3.9 3.7 4.0 3.5 3.9 3.8 5.5 4.5 5.3 5.0 5.2 4.4 5.0 4.8 7.6 6.1 7.2 6.8 6.6 5.6 6.4 6.1 9.2 7.2 8.8 8.2 MAT'L SGL. DBL. C A TYPE 15 SGL. 18 DBL. SGL. 24 DBL. SGL. 30 DBL. SGL. 36 DBL. SGL. 42 DBL. SGL. 48 DBL. 22 13 S R N/A 29 18 S R 36 22 S R 43 27 S R 50 31 S R 58 36 S R (CUBIC YARDS) 3.6 DBL. 4.0 3.1 27 3.4 QUANITIES FOR ONE CONCRETE HEADWALL CSP A N/A - - TYPE C CSP RCP RCP MAT'L 15 0.9 - SGL. 0.8 1.2 - 1.2 DBL. 0.9 1.3 1.4 1.9 1.8 2.4 2.4 22 S 13 R 29 S 18 R 36 S 22 R 43 S R DBL. DBL. 18 1.1 0.9 SGL. 1.0 1.2 1.4 1.3 1.3 1.6 1.5 SGL. 1.8 2.1 24 2.0 2.7 2.3 3.0 1.7 2.2 2.0 SGL. 30 SGL. 2.8 3.1 3.0 DBL. 36 3.2 4.4 3.4 5.0 50 S 31 R S 58 36 R DBL. (CUBIC YARDS) 2.9 3.9 SGL. 3.6 3.9 5.0 42 4.6 5.0 3.1 SGL. 4.6 48 4.4 6.8 DBL. 6.0 NOTE: VOLUME OCCUIPED BY PIPE HAS BEEN DEDUCTED. PIPE DIAMETER (AND EQUIVALENT DIAMETER) INCHES (S=SPAN) (R=RISE) CHAMFER AROUND PIPE 1/2 D 3/4 IN. OTHER EXPOSED CORNERS 12 IN. N 12 IN. D W T CONCRETE MASONARY CONCRETE - MASONARY T+6 IN. 15 IN. MASONARY COPING, MIN. 8 IN. THICK. 1/2 W B L HEADWALL INSTALLATIONS SINGLE PIPE DOUBLE PIPE DIA. CITY OF FORT COLLINS City of Fort Collins UTILITIES STORMWATER CONSTRUCTION DETAILS DRAWN BY: DATE: APPROVED: DETAIL 01/18/01 NBJ HEADWALLS FOR PIPES (15 IN. TO 48 IN. DIM.) D-17 A k H,B OR RISE WING ELEVATION m= h,b or rise +( 1FT. 4 in.) unless otherwise shown on plans 1/2 IN. EXPANSION JOINT MATERIAL (NAIL IN PLACE) a FINISHED SLOPE TYPICAL CULVERT LAYOUT SIX LONGITUDINAL #4 FOOTING BARS, PROJECT 1 FT. MIN. INTO CULVERT FLOOR OR PIPE HEADWALL WALL IF CONCRETE APRON IS NOT SPECIFIED. LOCATION OF TOE e CONCRETE APRON, IF SPECIFIED ON PLANS APRON TOE WALL CONSTRUCTION JOINT SKEWED HEADWALL, IF SPECIFIED ON PLANS C OF ROADWAY STATIONING SKEW ANGLE STATION L DETAIL "A" GENERAL NOTES: 1. REVISED CDOH M-601-20. 2. ALL EXPOSED CORNERS ON CONCREETE SHALL BE CHAMFERED 3/4 IN. 3. WINGWALL FOOTINGS AND FLOOR OF BOX CULVERT SHALL BE PLACED MONOLITHICALLY. 4. EXPANSION JOINT MATERIAL SHALL CONFORM TO ASTM D-1751. 5. DIMENSIONS H,B RISE, k,l,m, AND ANGLES FOR WINGWALLS SHALL BE AS SHOWN ON THE PLANS. 6. THE MINIMUM SPLICE LENGTH FOR COMMON BAR SIZES SHALL BE, BAR SIZE +4 +6 SPLICE LENGTH 1 FT. 0 IN. 1 FT. 8 IN. 7. DESIGN DATA UNIT STRESSES: f=20,000 pel f=1,200 pel n=10 EQUIVALENT FLUID PRESSURE 30 LBS/CU. FT. MAXIMUM TOE PRESSURE 1 TON/SQ. FT. 8. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH CONCRETE IS POURED. 1 FT 4 IN. m e APPROVE DATE: DETAIL DRAWN BY: CITY OF FORT COLLINS CONSTRU STORMWATER UTILITIES City of Fort Collins WINGWALLS NBJ 1/29/01 D-19A 4 FT. 6 IN. MAX. 9 FT. 6 IN. MAX. 5 FT. 6 IN. MAX. 7 FT. 6 IN. MAX. 6 FT. 6 IN. MAX. 8 FT. 6 IN. MAX. h=4' h=5' h=6' h=7' h=8' h=9' TOP OF FOOTING ELEV. QUANITIES FOR TOE WALL ONLY CONRETE 0.049 Cu. YD. PER. LIN. FT. REINFORCEMENT 3.4 LIB. PER LIN. FT. 1' 6" 2' 0" 1' 0" 1' 8" 2' 8" 0.161 8.0 1' 6" 3' 0" 1' 2" 2' 0" 3' 2" 0.210 9.3 1' 6" 4' 0" 1' 4" 2' 4" 3' 8" 0.259 10.7 1' 6" 5' 0" 1' 6" 2' 8" 4' 2" 0.308 12.1 1' 0" 6' 0" 1' 8" 3' 0" 4' 8" 4 @ 1' 0.358 16.2 8 1/2" 7' 0" 1' 10" 3' 4" 5' 2" 4@8 1/2" 0.407 21.7 1' 0" 8' 0" 2' 0" 3' 8" 5' 8" 6 @ 1' 0.457 29.0 9 1/2" 9' 0" 2' 2" 4' 0" 6' 2" 6@9 1/2" 0.506 37.0 0' 7" 10' 0" 2' 4" 4' 4" 6' 8" 6 @ 7" 0.556 51.0 5 1/2" 11' 0" 2' 6" 4' 8" 7' 2" 6@5 1/2" 0.604 67.3 * DOES NOT INCLUDE TOE WALL QUANITIES e= h= a= b= w= c&b bar# *CONC. CUYD/l.f. *reinf. lb/l.f. DESIGN TABLE ctrs USE DESIGN FOR #4 @ 1' 6" ctrs GENERAL NOTES: 1. REVISED CDOH-M-601-20 CONSTRUCTION FOOTING LINE DESIGN FOOTING LINE 10 IN. 1 FT. 2 IN. 2 FT. 0 IN. 3 FT. 2 IN 3 FT. 8 IN. 2 FT. 4 IN. 1 FT. 4 IN. 5 FT 0 IN. MAX FOR 1 1/2:1 FILL SLOPE, UNLIMITED FOR SLOPES, FLATTER THAN 1 1/2:1 FILL SLOPE 10 IN. #4 ALONG TOP OF WALL 2 IN CIR. #4 @ 1 FT. 0 IN. ONE CU. FT. OF GRAVEL IN BURLAP SACK 4 IN. DIA. WEEP HOLES @ 10 FT. MAX. INTERVALS d-BARS SIX #4 (SEE DETAIL "A") SHORT C-BARS ALTERNATE WITH LONG C-BARS LONG C-BARS TYPICAL SECTION 3 1/2 IN. X 1 1/2 IN. CONSTR. KEY 1 FT. w a b 3 IN. CIR. a 2 1 FT. 5 IN R. h 2 IN. CIR. WITH TOE WALL WITH CONCRETE APRON a=2 FT 2 IN. w=6 FT 2 IN. B=4 FT. 0 IN. PLAN APPROVE DATE: DETAIL DRAWN BY: CITY OF FORT COLLINS CONSTRU STORMWATER UTILITIES City of Fort Collins APRON TOE WALL 3 IN. Ctr. #4 @ 1 FT. 0 IN. #4 BARS 3 FT. 4' 6" 4' 0" 3' O" 3' 3" 8 IN. Re-bar .89 ib/sq./ft. #4 X 2 FT. 0 IN. @ 1 FT. 6 IN. e e 8 IN. 3 FT. #4 6 IN. #4 @ 1 FT. 6 IN. BARS #4 @ 1 FT. 6 IN. 3 IN. CIR. 3 IN. CIR. 1 FT. MIN. e DESIGN EXAMPLE k= 4 FT. WINGWALLS NBJ 02/07/01 D-19B CAD FILE NAME: STORMWATER UTILITY CITY (970) P.O. BOX 580, 221-FORT 6700 COLLINS, OF CO. 80522 DETAILS(POND A) I:\StmWtr\Criteria Manual\D46.dwg 12/07/06 DRAWN BY: T. COX D46.dwg OUTLET STRUCTURE DAC C 8/15/05 A A B B CONTROL PLATE (MIN.) CENTERLINE OF OUTLET PIPE 2" LIP (TYP.) SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE #4@12" #4@12" #4@18" #4@12" #4L@12" #4@12" 6" Wo (Wo+6") (TYP.) TABLE 3" (TYP.) 1/4" (MIN.) THICK STEEL FLOW CONTROL PLATE STAINLESS STEEL ANCHOR BOLT (TYP.) (MAX.) INTO CONCRETE SIDES STEEL CHANNEL FORMED 3/8"x1" FLAT BAR HOLDING FRAME INTERMITTANT WELDS ON TOP AND SIDES STAINLESS STEEL ANCHOR BOLTS OR PLATE FLOW CONTROL CONCRETE WING WALL (SEE DETAIL THIS SHEET) END OF WING WALL) 51"x51" GRATING (3/8" ROUND OR TWISTED CROSS BARS AT 3" O.C., WELDED TO 1"x3/8" BEARING BARS AT 2 1/2" O.C.) 3/8" ROUND OR TWISTED CROSS BAR BAR BEARING 1"x3/8" PLAN 3" CLR. 3" CLR. 3" CLR. TO FASTEN GRATE DOWN 3/8"x6" THREADED BOLT 1 4 OR 3 4. ALL TRASH RACKS SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE AND PROVIDED WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS. 5. TRASH RACKS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TRASH RACKS SHALL BE HOT DIP GALVANIZED AND MAY BE HOT POWDER PAINTED AFTER GALVANIZING. 3 1/2" x1 1/2" KEY OUTLET PIPE 4% 4% CLR. 3" BAR #4 HOOP PIPE CONCRETE METAL OR F L LAP 12" #4@12" O.C. O.C. #4@12" CONCRETE SHALL BE CLASS B. MAY BE CAST-IN-PLACE OR PRECAST. GENERAL NOTES 1. 2. 3. STEPS SHALL BE PROVIDED WHEN VERTICAL DIMENSION EXCEEDS 3'-6" AND SHALL BE IN ACCORDANCE WITH AASHTO M 199. HAVE A MINIMUM 2" CLEARANCE. REINFORCING BARS SHALL BE EPOXY COATED AND DEFORMED, AND SHALL #4 DIAGONAL (TYP.) SECTION D-D HOLE, D (TYP.), SEE ELEV. B ELEV. A ELEV. C WQ D SPILL ELEV. WA D CONCRETE PAD WITH USE OF OPTIONAL WING WALLS ELEV. A (POND INV.) ELEV. B (WQCV ELEV) ELEV. C SPILL ELEV. WQ HOLE DIA. # OF ROWS # OF COLUMNS SECTION LINE A-A (ARROWS POINT IN DIRECTION SECTION IS VIEWED) A A OPP. OPPOSITE CLR. CLEARANCE ABBREVIATIONS MINIMUM MAXIMUM ON CENTER DIAMETER TYPICAL WIDTH OF CONCRETE OPENING WIDTH OF PLATE NUMBER @ AT # Wp Wo TYP. DIA. O.C. MAX. MIN. LEGEND DIA. WATER QUALITY WQ WATER QUALITY DWQ INV. INVERT ELEV. ELEVATION 6" Ls Ws AND PAD (END OF PAD TO MATCH DOWEL WITH USE OF CONCRETE PAD Ls LENGTH OF STRUCTURE Ws WIDTH OF STRUCTURE Wo (12" MIN.) STEEL OR EQUAL) (NOTE 5) TRASH RACK (U.S. FILTER STAINLESS WELL SCREEN NO. 93 TRASH RACK STEEL OR EQUAL) (U.S. FILTER STAINLESS WELL SCREEN NO. 93 EQUAL) FILTER STAINLESS NO. 93 (U.S. WELL SCREEN STEEL OR DETAIL D-46 INVERT OF PLATE HOLES TO BE AT BOTTOM ROW OF LAST DATE REVISED: 3/8"x6" THREADED BOLT TO FASTEN GRATE DOWN GRATE (TYP. OPP. SIDE) 2 1/4" FROM EDGE OF TO HOLD HINGE IN PLACE, 3/8"x6" BOLTS 12" O.C. FLOW TO COVER OPENING (FASTEN WITH 3/8"x6" 1/4" METAL PLATE TREADED BOLTS) TO GRATE, WITH TO GRATE, WITH (TYP. OPP. SIDE) GRATE (TYP. OPP. SIDE) 2 1/4" FROM EDGE OF TO HOLD HINGE IN PLACE, 3/8"x6" BOLTS 12" O.C. 1/4" PLATE, WELDED 1/4" PLATE, WELDED 6" D 6" 1' 4" Wp Wo Wo 2'-6" Ws/2 Ws/2 6" VARIES VARIES 6" 6" Ws 6" 1' Ls 3'-6" CONTRACTOR HAS THE OPTION TO PROVIDE ENHANCED SURFACE TREATMENT OR DECORATIVE VENEER SO LONG AS DRAINAGE FUNCTION IS NOT COMPRIMISED. ENHANCEMENTS SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT. 6. 4993.80 4997.60 4998.60 4998.60 3.6-FT 5-FEET 19-FEET 12-INCH 7/8-INCH 10 1 WQ at ft.collins co t h e NOT TO SCALE 410 D6 DOUBLE CURB INLET M.A. STEPS @12" O.C. 4 TON P52 SL (NUMBER REQ'D VARIES WITH HEIGHT) \A1;5'- \A1 N.T.S. SECTION B-B \\A1; A1; 3) STEEL REINFORCEMENT: 4) CEMENT: ASTM C-150 SPECIFICATIONS 1) 4 TON P-52 SL ANCHORS (8 REQ'D) A. AASHTO HS-20-44, W/ IMPACT C. EQUIVALENT FLUID PRESSURE = 45 PCF D. 80 PSF LATERAL LIVE LOAD SURCHARGE B. SOIL WEIGHT = 120 PSF 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE DESIGN NOTES: 4500 PSI (MIN.) 1) DESIGN LOADINGS: LIFTING NOTES: FRAME & GRATING NOT SHOWN 4 TON P-52 SL ANCHORS FOR SETTING A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80 N.T.S. N.T.S. I:\StmWtr\Criteria Manual\D43.dwg COX 3/21/06 DATE DRAWN: 3/3/05 D43.dwg DRAWN BY: T. COX SINGLE CURB INLET CITY OF FORT COLLINS UTILITIES P.O. BOX 580, FORT (970) 221-6700 STORMWATER UTILITY CAD FILE NAME: DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83 DESIGNED FOR AASHTO HS-20 LOADING EAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2 GRATE AND T1 BACK COMBINATION. \A1 GRATING (SEE DETAIL, THIS DRAWING) PIPE(S) SIZE, SHAPE AND LOCATION VARIES A A SECTION A-A B B A A DIRECTION SECTION IS VIEWED) SECTION LINE A-A (ARROWS POINT IN LEGEND PIPE(S) SIZE, SHAPE AND LOCATION VARIES OPEN AREA: 260 SQ. IN. 3'-7" 2'-7" 4" CURB ADJUSTS 6" 3 1/4" TO 9" ANCHORS DETAIL D-43 IF RISER IS REQUIRED THE BASE IS POURED WITH A "SHIP-LAP" JOINT. 3'-0" 2'-0" GRATING (SEE DETAIL, THIS DRAWING) GRATING DETAIL 3. 2. WEIGHT: 560 LBS 1. NOTES: ISOMETRIC VIEW PLAN VIEW N.T.S. \A\1A1;6" \A1; \A1 \A1; N.T.S. \A1; \A1;5'- STAKING NOTES: 1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR PRIOR TO SETTING BOX. 2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET OF INCOMING CURB AND GUTTER IN EACH DIRECTION STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY TO ENSURE PROPER CURB TRANSITION CAN BE MADE, AND THAT NO CONFLICTS ARISE. AND ASTM C858-83. 2. DESIGNED ACCORDING TO ASTM C857-87 1. DESIGNED FOR AASHTO HS-20 LOADING. IF RISER IS REQUIRED THE BASE IS POURED WITH A "SHIP-LAP" JOINT. 6'-1" 2'-0" GRATING (SEE DETAIL, THIS DRAWING) GRATING DETAIL 3. 2. WEIGHT: 1100 LBS 1. NOTES: ISOMETRIC VIEW PLAN VIEW N.T.S. \A1;\7A1;6" \A1; \A1 \A1; N.T.S. \A1; \A1;5'- M.A. STEPS @12" O.C. 4 TON P52 SL ANCHORS (NUMBER REQ'D VARIES WITH HEIGHT) \A1;5'- \A1 N.T.S. SECTION B-B \\A1; A1;6'- POCKET FOR SUPPORT BEAM (SEE DETAIL, THIS DRAWING) 3) STEEL REINFORCEMENT: 4) CEMENT: ASTM C-150 SPECIFICATIONS 1) 4 TON P-52 SL ANCHORS (8 REQ'D) A. AASHTO HS-20-44, W/ IMPACT C. EQUIVALENT FLUID PRESSURE = 45 PCF D. 80 PSF LATERAL LIVE LOAD SURCHARGE B. SOIL WEIGHT = 120 PSF 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE DESIGN NOTES: 4500 PSI (MIN.) 1) DESIGN LOADINGS: LIFTING NOTES: FRAME & GRATING NOT SHOWN 4 TON P-52 SL ANCHORS FOR SETTING A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80 N.T.S. N.T.S. N.T.S. I:\StmWtr\Criteria Manual\D44.dwg COX 3/21/06 DATE DRAWN: 3/3/05 D44.dwg DRAWN BY: T. COX DOUBLE CURB INLET CITY OF FORT COLLINS UTILITIES P.O. BOX 580, FORT (970) 221-6700 STORMWATER UTILITY CAD FILE NAME: 6'-8" 2'-7" 4" CURB ADJUSTS 6" 3 1/4" TO 9" DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83 DESIGNED FOR AASHTO HS-20 LOADING EAST JORDON IRON WORKS CURB INLET 7031 (OR EQUAL) TYPE M2 GRATE AND T1 BACK COMBINATION. \A1 GRATING (SEE DETAIL, THIS DRAWING) POCKET FOR SUPPORT BEAM (SEE DETAIL, THIS DRAWING) PIPE(S) SIZE, SHAPE AND LOCATION VARIES A A SECTION A-A B B A A LEGEND PIPE(S) SIZE, SHAPE AND LOCATION VARIES 6" THICK CONCRETE WALL OPEN AREA: 520 SQ. IN. DETAIL D-44 3" 5" 4-1/2" SUPPORT BEAM POCKET DETAIL STAKING NOTES: 1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR PRIOR TO SETTING BOX. 2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET OF INCOMING CURB AND GUTTER IN EACH DIRECTION STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY TO ENSURE PROPER CURB TRANSITION CAN BE MADE, AND THAT NO CONFLICTS ARISE. SECTION LINE A-A (ARROWS POINT IN DIRECTION SECTION IS VIEWED) FACE CURB 2'-0" TRANSITION BACK OF CURB LIP OF LIP OF GUTTER FACE CURB 2'-0" TRANSITION BACK OF CURB LIP OF LIP OF GUTTER CURB TRANSITION AT INLET N.T.S. CURB TRANSITION AT INLET N.T.S. NOT TO SCALE D6 D8 FOREBAY DETAILS 3" 5" 4-1/2" SUPPORT BEAM POCKET DETAIL AND ASTM C858-83. 2. DESIGNED ACCORDING TO ASTM C857-87 1. DESIGNED FOR AASHTO HS-20 LOADING. NOTES: IF RISER IS REQUIRED THE BASE IS POURED WITH A "SHIP-LAP" JOINT. 9'-2" 2'-0" GRATING (SEE DETAIL, THIS DRAWING) GRATING DETAIL 3. 2. WEIGHT: 1640 LBS 1. NOTES: ISOMETRIC VIEW PLAN VIEW N.T.S. 10'-2" 6" 6" 2' 6" N .T.S. 6" 5'-8" MAX 3'-0" MIN M.A. STEPS @12" O.C. 4 TON P52 SL ANCHORS (NUMBER REQ'D VARIES WITH HEIGHT) 5'-8" MAX 6" 3'-0" MIN N.T.S. SECTION B-B 6" 9'-2" POCKET FOR SUPPORT BEAM (SEE DETAIL, THIS DRAWING) 3) STEEL REINFORCEMENT: 4) CEMENT: ASTM C-150 SPECIFICATIONS 1) 4 TON P-52 SL ANCHORS (8 REQ'D) A. AASHTO HS-20-44, W/ IMPACT C. EQUIVALENT FLUID PRESSURE = 45 PCF D. 80 PSF LATERAL LIVE LOAD SURCHARGE B. SOIL WEIGHT = 120 PSF 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE DESIGN NOTES: 4500 PSI (MIN.) 1) DESIGN LOADINGS: LIFTING NOTES: FRAME & GRATING NOT SHOWN 4 TON P-52 SL ANCHORS FOR SETTING A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80 N.T.S. N.T.S. N.T.S. I:\StmWtr\Criteria Manual\D45.dwg COX 3/21/06 DATE DRAWN: 3/3/05 D45.dwg DRAWN BY: T. COX TRIPLE CURB INLET CITY OF FORT COLLINS UTILITIES P.O. BOX 580, FORT (970) 221-6700 STORMWATER UTILITY CAD FILE NAME: 9'-9" 2'-7" 4" CURB ADJUSTS 6" 3 1/4" TO 9" DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83 DESIGNED FOR AASHTO HS-20 LOADING EAST JORDON IRON WORKS CURB INLET 7032 (OR EQUAL) TYPE M2 GRATE AND T1 BACK COMBINATION. 3' GRATING (SEE DETAIL, THIS DRAWING) POCKET FOR SUPPORT BEAM (SEE DETAIL, THIS DRAWING) PIPE(S) SIZE, SHAPE AND LOCATION VARIES A A SECTION A-A B B PIPE(S) SIZE, SHAPE AND LOCATION VARIES 6" THICK CONCRETE WALL OPEN AREA: 780 SQ. IN. DETAIL D-45 A A LEGEND STAKING NOTES: 1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR PRIOR TO SETTING BOX. 2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET OF INCOMING CURB AND GUTTER IN EACH DIRECTION STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY TO ENSURE PROPER CURB TRANSITION CAN BE MADE, AND THAT NO CONFLICTS ARISE. SECTION LINE A-A (ARROWS POINT IN DIRECTION SECTION IS VIEWED) NOT TO SCALE D6 D8 TRIPLE CURB INLET FACE CURB 2'-0" TRANSITION BACK OF CURB LIP OF LIP OF GUTTER CURB TRANSITION AT INLET N.T.S. a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL 12 IN. MIN. 12 IN. MIN. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. SUBDRAIN DETAIL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED GRANULAR MATERIAL UNSTABLE SUBGRADE TRENCH WIDTH AS SPECIFIED ROCK 1 1/2 IN. COMPACTED GRANULAR OR TRENCH WALL SLOPE COMPACTED GRANULAR MATERIAL NOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. 12 IN. MIN. 1/8 PIPE O.D. OR 4 IN. MIN. SLOTTED PIPE PERFORATED OR GRAVEL FILTER BACKFILL COMPACTED DENSELY TRENCH WIDTH AS SPECIFIED CLASS C BEDDING TRENCH WIDTH AS SPECIFIED 1/4 PIPE O.D. SLOPE MATERIAL COMPACTED DENSELY TRENCH WALL PIPE O.D. + 8 IN. 1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL PIPE O.D. 12 IN. MIN. OR 6 IN. MIN. 1/8 PIPE O.D. CONCRETE 3000 P.S.I. TRENCH WALL LOWER LIMIT OF UNIFORMLY SELECTED GRADED SLOPE COMPACTED GRADED ROCK OR MATERIAL GRANULAR COMPACTED PIPE O.D. 12 IN. MIN. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. PIPE O.D. OR 4 IN. MIN. 1/8 PIPE O.D. PIPE O.D. BROKEN CONCRETE, ETC. (IF REQUIRED) LARGE STONES, MATERIAL LOWER LIMIT OF TRENCH WALL SLOPE CITY OF FORT COLLINS City of Fort Collins UTILITIES SEWER DETAILS DRAWN BY: DATE: APPROVED: DETAIL 1/12/00 SKC STORMWATER BEDDING REQUIREMENTS D-1 E {\{Fsimp \Fsim C {\Fs B E E E E F F PLAN C B D A RISE SPAN END VIEW E F PLAN F SEE FIGURE 1 OF AASHTO M 206 FOR ACTUAL SIZES D SECTION F-F A RISE SPAN END VIEW F 3 IN. 5 IN. 5 IN. 3 IN. F 2 FT. 5 IN. 3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS, MILD STEEL, ASTM A 307. ROD LUG SHALL BE COATED WITH COAL-TAR EPOXY PAINT OR APPROVED EQUAL. 3/4 IN. "CANOPY" TYPE ROD LUG, OR APPROVED, EQUAL 2 FT. 7 IN. + - 60°Max. 30 ° Min. PIPE DIAMETER F 18 IN. - 30 IN. 36 IN. - 42 IN. 48 IN. - 60 IN. 72 IN. - 84 IN. 5 IN. 6 IN. 7 IN. 9 IN. CONCRETE JOINT FASTENER. LOCATION OF 1 IN. DIA. HOLES END SECTION FOR REINFORCED CONCRETE CIRCULAR PIPE END SECTION FOR REINFORCED CONCRETE ELLIPTICAL PIPE END SECTION FOR REINFORCED CONCRETE ARCH PIPE DIMENSIONS A B C D E PIPE I.D. IN. 12 15 18 24 30 36 42 48 54 60 72 5 1/2 7 11 1/2 12 17 18 24 28 27 36 34 1/2 23 26 26 43 53 60 61 70 65 58 75 49 47 48 54 43 37 36 28 35 40 21 72 73 74 97 96 97 97 98 100 98 96 24 29 36 48 60 71 78 84 90 96 108 IN. IN. IN. IN. IN. SECTION F-F 24 30 36 42 48 54 60 30 38 45 53 60 68 76 19 24 29 34 38 43 48 8 1/2 9 1/2 11 1/8 15 3/4 21 25 1/2 30 39 54 60 60 60 60 60 33 18 24 36 36 36 36 72 72 84 96 96 96 96 48 60 72 78 84 90 96 EQUIVALENT (INCHES) CIRCULAR DIAM. (IN.) NOMINAL (IN.) DIMENSIONS SPAN RISE A B C D E 24 30 36 48 54 DIAM. (IN.) CIRCULAR EQUIVALENT 42 60 72 96 96 96 96 96 (INCHES) 96 8 1/2 9 1/2 11 1/8 25 1/2 A DIMENSIONS 15 3/4 SPAN RISE 30 21 NOMINAL (IN.) B C 60 60 60 60 50 60 39 36 36 36 36 46 35 33 78 90 96 84 D 60 72 48 E 29 36 43 50 58 65 72 86 18 22 27 31 36 40 44 72 54 31 60 39 99 120 PLAN SECTION X-X GENERAL NOTES: 1. REVISED CDOH M-603-10 2. CONCRETE END SECTIONS ARE TO BE FURNISHED WITH TOUGE OR GROOVE AS REQUIRED. 3. INSIDE CONFIGURATION AND JOINT OF CONCRETE END SECTION AND PIPE SHALL MATCH. 4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM OF 15 LINEAR FEET OF THE OUTLET END OF THE ARE MECHANICALLY LOCKED TOGETHER. END SECTION LENGHTS, WHEN USED, WILL BE INCLUDED IN THE 15 L.F. REQUIRED. END VIEW CITY OF FORT COLLINS City of Fort Collins UTILITIES STORMWATER CONSTRUCTION DETAILS DRAWN BY: DATE: APPROVED: DETAIL 01/31/01 NBJ CONCRETE END SECTION D-15 MANHOLE SHALL BE AS FOLLOWS: NOTE: MINIMUM INSIDE DIAMETER OF 27 IN. TO 42 IN. (INCL.) 24 IN. OR LESS VARIABLE ALTERNATE BASE 8 IN. MIN. 6 IN. 1 IN./FT. SLOPE RECAST MANHOLE BASE OVER 42 IN. PIPE SIZE POURED INVERT 2 IN. MIN. 8 IN. MIN. 1 FT. 1 IN./FT. SLOPE 2 IN. 18 IN. MAX 48 IN. MAX. DEPTH 30 IN. MIN. DEPTH 5 FT. MIN. DEPTH RUNGS 12" O.C. MANHOLE SEE NOTE 8 IN. 24 IN. 24 IN. RING AND COVER - 400 LB. OR APPROVED EQUAL DENVER HEAVY BY MACLEAR FINISHED GRADE 16 IN. MAX 28 IN. MAX 48 IN. 60 IN. 72 IN. DIAMETER MIN. MANHOLE POURED CONCRETE INSIDE AND OUT GROUT BASE TO CONE BASE MANHOLE SECTIONS ASTM C-478 INSIDE AND OUT GROUT SHIPLAP JOINT ECCENTRIC CONE ASTM C-478 GROUTED INSIDE AND OUT ADJUSTMENT SHIM BRICK &/OR CONCRETE CITY OF FORT COLLINS City of Fort Collins UTILITIES STORMWAT CONSTRUCTION DETAILS DRAWN BY: DATE: APPROVED: DETAIL 11/7/00 NBJ STANDARD MANHOLE D-3 PIPE SIZE MIN. MANHOLE DIAMETER 24 IN. OR LESS 27 IN. TO 42 IN. (INCL.) OVER 42 IN. 72 IN. 60 IN. 48 IN. NOTE: MINIMUM INSIDE DIAMETER OF MANHOLE SHALL BE AS FOLLOWS: ALTERNATE BASE POURED INVERT RECAST MANHOLE BASE 8 IN. MIN. 6 IN. 2 IN. MIN. SLOPE 1 IN./FT. BRICK &/OR CONCRETE ADJUSTMENT SHIM GROUTED INSIDE AND OUT FLAT SLAB TOP SECTION IN LIEU OF CONICAL TOP ASTM C-478 MANHOLE SECTIONS GROUT BASE TO CONE INSIDE AND OUT POURED CONCRETE BASE SEE NOTE MANHOLE RUNGS 12 IN. O.C. FINISHED GRADE 24 IN. RING AND COVER - 400 LB. DENVER HEAVY BY MACLEAR OR APPROVED EQUAL 8 IN. 1 FT. 5 FT. MAX. 16 IN. MAX SLOPE 1 IN./FT. 18 IN. MAX 2 IN. 8 IN. MIN. 28 IN. MAX ASTM C-478 AS NEEDED CITY OF FORT COLLINS City of Fort Collins UTILITIES STORMWATER CONSTRUCTION DETAILS DRAWN BY: DATE: APPROVED: DETAIL 11/8/00 NBJ SHALLOW MANHOLE WITH FLAT TOP D-4 BEND WITH CURVED DEFLECTOR STRAIGHT DEFLECTOR BEND WITH INLINE UPSTREAM MAIN & 90° LATERAL WITH DEFLECTOR WITH DEFLECTOR DIRECTLY OPPOSED LATERAL (HEAD LOSSES ARE STILL EXCESSIVE WITH THIS METHOD, BUT ARE SIGNIFICANTLY MORE THAN WHEN NO DEFLECTOR EXISTS) CITY OF FORT COLLINS City of Fort Collins UTILITIES STORMWATER CONSTRUCTION DETAILS DRAWN BY: DATE: APPROVED: DETAIL 11/8/00 NBJ CHANNELING DETAILS FOR MANHOLES D-5 NOT TO SCALE 404 D5 CONCRETE END SECTION 407 INLET SCHEDULE D5 INLET SCHEDULE INLET ID TYPE NOMINAL SIZE A2 DOUBLE COMBINATION 24"X72" A3 DOUBLE COMBINATION 24"X72" B3 DOUBLE COMBINATION 24"X72" B4 DOUBLE COMBINATION 24"X72" D1 AREA-LEVEL GRATE 35"X48" NOTE: INLET NOMINAL SIZES ARE APPROXIMATE - SEE CONSTRUCTION DETAILS FOR ALL INLET DIMENSIONS and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e SUBDRAIN SERVICE DETAIL STREET STANDARDS URBAN AREA LARIMER COUNTY CONSTRUCTION DRAWINGS 713.DATE: 1F REVISION NO: DRA Sanitary Sewer Main Subdrain Main Sanitary Service Subdrain Service (No Perforations) Reducing WYE Trench Stake Identifier (Sanitary Sewer) (Subdrain) Stake Identifier Sanitary Sewer Main Subdrain Main PLAN VIEW CROSS SECTION Bedding (Non-Perforated Pipe) by the approved plans. Pipe Sizes to be specified FORT COLLINS ONLY SUBDRAIN MAIN - INSTALLATION DETAILS STREET STANDARDS URBAN AREA LARIMER COUNTY CONSTRUCTION DRAWINGS 713.DATE: 2F REVISION NO: DRA 8" Sanitary Sewer Main 8" 12" 8" Provide cloak of filter fabric at all points that clean-out risers and subdrain services penetrate filter fabric. Subdrain main perforated pipe Filter Fabric as specified on the approved plans. Filter Material 44" Min. 4" 12" Cast iron floor box Non-Perforated Cleanout Riser 45° Sweep Subdrain Main Sanitary Main 45° Sweep WYE 14'-6" Upstream 2" To Bottom Of Asphalt Mat FORT COLLINS ONLY Pipe size and materials shall be specified on the approved plans. NOTE: MODIFIED - SUBDRAIN SERVICE DETAIL CONSTRUCTION DRAW Sanitary Sewer Main Subdrain Main Sanitary Service Subdrain Service (No Perforations) Reducing WYE Trench Stake Identifier (Sanitary Sewer) (Subdrain) Stake Identifier Sanitary Sewer Main Subdrain Main PLAN VIEW CROSS SECTION Bedding (Non-Perforated Pipe) by the approved plans. Pipe Sizes to be specified NOT TO SCALE 304 D4 UNDERDRAIN TRENCH SECTION 305 UNDERDRAIN TRENCH SECTION D4 MODIFIED - SUBDRAIN MAIN - INSTALLATION DETAILS CONSTRUCTION DRAWINGS DATE: 8" Sanitary Sewer Main 8" 12" 8" Provide cloak of filter fabric at all points that clean-out risers and subdrain services penetrate filter fabric. Subdrain main perforated pipe Filter Fabric as specified on the approved plans. Filter Material 44" Min. VARIES (1'-5') 4" Cast iron floor box Non-Perforated Cleanout Riser 45° Sweep Subdrain Main Sanitary Main 45° Sweep WYE 14'-6" Upstream 2" To Bottom Of Asphalt Mat Pipe size and materials shall be specified on the approved plans. NOTE: \\A1 A1; \A1; F LOW 8' X FLOW 8" DIA \A1;4 \A1 \\A1;A1 \A1;\A1;24" 8" 4 \A1; \A1;12" TO 18" FILTER MATERIAL SHALL BE \A1;4 \A1 \\A1;A1 \A1;\A1;24" 8" 4 \A1; \A1;12" TO 18" FILTER MATERIAL SHALL BE \A1; FLOW 8' X FLOW 8" DIA NOT TO SCALE 307 D4 - WITHIN ROADWAY / OPPOSING FLOW - DATE: VARIES (1'-5') 8" - WITHIN ROADWAY / OPPOSING FLOW - NON-STANDARD - WITHIN ROADWAY - - WITHIN ROADWAY - TYPICAL CLEAN-OUT DETAIL - LANDSCAPE AREAS - - BEHIND CURB - - BEHIND / BESIDE BUILDING - instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e 6" CONNECTION COMPRESSION 8" LAYER OF 3/4" TO 1 1/2" GRAVEL Support meter setters by (2) 18 inch lengths of 1 inch iron pipe inserted through If a pressure reducing valve is required by Plumbing Code, it shall be installed inside the building, Grade acceptance after meter pit installation requires that the owner adjust meter pit cover All tees, couplings and connection fittings to be a minimum of 5 feet from meter pit wall on outlet side. No landscaping (trees, shrubs, boulders, etc.) or retaining walls to be within 4 feet of meter pit Do not install in any street, alley, parking area, driveway, sidewalk, drainage ditch or detention basin. and no trees within 10 feet. brace pipe eyelets and set atop (4) 8 inch square concrete blocks. immediately following the main shut-off valve. to 1/2 inch above landscaped final grade. Make no plumbing connections (tees, couplings, etc.) in meter pit. Slope ground surrounding meter pit away from lid at 2% grade or greater. 9. 8. 7. 6. 5. 1. 3. 2. GENERAL NOTES: 8" 12" (MIN.) PIPE BRACE 1" DIA. IRON (TYP.) 2' (MAX.) 2% SLOPE GRADE RINGS (IF REQUIRED) PRE-CAST CONCRETE BEFORE BACKFILLING AND GROUT KNOCKOUT ARMOUR-FLEX TUBING MANHOLE PRECAST CONCRETE CURB BOX (TYP. ALL JOINTS) PLASTIC GASKETS PRE-FORMED 1-1/2" METERS FLOW 2" METERS 17 1/4" FOR 13 1/4" FOR SETTER METER 12" O.C. MANHOLE RUNGS 48" ALUMINUM MANHOLE RING AND COVER WITH LOCK NUT 24" 54" (MIN.) 66" (MAX.) INSTALL LID 1/2 IN. ABOVE FINAL LANDSCAPED GRADE MASTIC MORTAR OR 16" (MAX.) 7" (MIN.) P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES (970) WATER FIELD OPERATIONS TITLE OF DRAWING STANDARD SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS REVISED DATE: DETAIL 8/23/05 16-A FINISHED GRADE AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) 3" (MAX.) 1" (MAX.) 1/2" EMT OR PVC VAULT OR PIT TOP INTO YOKEBOX 2' (MAX.) 3/4" ROCK FOR GRADE ADJUSTMENT (IF REQ'D) 12" (MIN.) (MAX.) (TYP.) TOP OF AMR LID TO BE 1/2" ABOVE FINISHED GRADE CONDUIT THROUGH 10. A seperate AMR Pod must be installed for each meter register. 4. The meter pit and AMR pod(s) must remain open and accessable for meter reading and maintenance. CURB STOP %%48" DIA. UP BEFORE BACKFILLING ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BOX CURB FLOW 2' (MAX.) 1" DIA. IRON (TYP) PIPE BRACE MANHOLE RUNGS BELOW METER 12" O.C. 24" PRECAST MA8" CONCRETE x 8" CONCRETE BLOCK (TYP.) P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES (970) WATER FIELD OPERATIONS TITLE OF DRAWING STANDARD SETTING FOR 1 1/2 IN. AND 2 IN. WATER METERS REVISED DATE: DETAIL 7/27/05 16-B AND REMOVABLE WITH 1 27/32" DIA. HOLE YOKE BOX LID PART #YL-TP PART #YUC-7 WITH FORD AMR POD (FORD YOKE BOX %%uGENERAL 1. Location and alignment of AMR pod on pit top can vary. 2. See Detail 16-A for additional meter pit information. WATER MAIN SEAT VALVE RESILIENT CAST IRON VALVE BOX CAST IRON PER CITY OF FORT COLLINS AND AWWA SPECS. ALL VALVES TO BE 8 MIL POLY WRAPPED. T-BOLTS, NUTS AND RODS ALL VALVE BOXES TO BE OF CAST IRON CONSTRUCTION, TWO PIECE TO TH BE TAR COATED BEFORE WRAPPED. VALVE BOX W\CAST IRON LID MARKED "WATER" ALL VALVES TO BE RESILIENT SEAT, EPOXY COATED INSIDE AND OUT UNEXCAVATED A EARTH SECTION A-A ASPHALT A HAND BACKFILL AND IN TAMP 3" LAYERS OPERATING NUT BACKFILL IN 6" TA LAYERS AND 2" SQUARE OPEN RIGHT BACKFILL METHOD DEPENDING ON LOCATION P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES (970) WATER FIELD OPERATIONS TITLE OF DRAWING CP TEST AND LOCATOR STATION BOX REVISED DATE: DETAIL 04/11/05 25 CP TEST STATION W J E I U S A 7/16" 3 1/2" 7 5/16" 2" 5/8" 5 3/4" A S U I E J W STATION LOCATOR LID PLAN VIEW LID SECTION VIEW VALVE BOX SECTION VIEW 9" 6 1/8" 10" 7 9/16" 2 1/16" CLOSED PICKHOLE (TYPICAL OPPOSITE SIDE) 1/2" RAISED LETTERING (RECESSED FLUSH) REFERENCE SPECIFICATIONS 02622-2 THROUGH 02622-4 FOR LOCATOR FOR CP TEST STATION INFORMATION. REFERENCE SPECIFICATIONS 16640-5 STATION BOX INFORMATION. 1 1/8" P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES (970) WATER FIELD OPERATIONS TITLE OF DRAWING TRACER WIRE DETAIL REVISED DATE: DETAIL 2/16/07 30 STREET STREET PVC WATER MAIN VALVE (TYPICAL) HYDRANT SECONDARY FIRE HYDRANT (TYPICAL) LOCATOR STATION PVC MAIN TRACER WIRE NOTES: 1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO PREVENT MOVEMENT OF WIRE. TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN FOR LOCATOR STATION DETAILS SEE DETAIL 25 2. 3. 4. 800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER. SEE NOTE 4 (TYPICAL) INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES) WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS. STANDARD 11 2" & 2" WATER METER SETTING instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e 204 D2 BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW INIT 12 IN. PIPE O.D. 4 IN. MIN. GRANULAR BED MATERIAL %%UNO * INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. TRENCH WALL LOWER LIMIT OF SLOPING TRENCH IN SECTION 02221 * P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES (970) WATER FIELD OPERATIONS REQUIREMENTS (DIP & PVC) WATER MAIN BEDDING TITLE OF DRAWING DETAIL REVISED DATE: 01/16/04 1 PIPE SIZE BENDS TEE OR DEAD 11 1/4° 22 1/2° 45° 90° END 6" 8" 12" 1.0 1.5 3.0 1.5 2.5 4.5 2.5 4.5 9.0 4.5 8.0 16.5 3.5 5.5 12.0 MINIMUM BEARING SURFACE AREA (SQ. FT.) Bearing surface areas shown in chart are minimum. All fittings to be wrapped with polyethylene. Pipe installed under conditions different from those normally encountered shall require thrust blocks designed for those particular conditions. Thrust blocks on pipe larger than 16 inches diameter shall be designed for conditions existing at the Refer to Section 03300 for concrete requirements. 1. 2. 3. 4. 5. GENERAL NOTES: UNDISTURBED SOIL POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BOND BREAKER POLYETHYLENE BEARING SURFACE POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BEARING SURFACE SOIL UNDISTURBED BEARING SURFACE POLYETHYLENE BOND BREAKER BEDDING MATERIAL 2/3 DIA. TEE TYPICAL BEND TYPICAL CROSS-SECTION DEAD END BEARING SURFACES ARE A MINIMUM REQUIREMENT AND DO NOT RELIEVE DESIGN ENGINEER OF RESPONSIBILITY TO DESIGN EACH THRUST BLOCK. 16" 4.8 9.6 18.9 34.7 24.5 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES (970) WATER FIELD OPERATIONS TITLE OF DRAWING STANDARD CONCRETE THRUST BLOCKS REVISED DATE: DETAIL 01/16/04 2 installation site. FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING GATE VALVE RESILIENT SEAT POLYETHYLENE 8 MIL SHEET OF MUST REMAIN CLEAR OF 24 INCH MIN. CONCRETE BLOCK (REF. SECTION 02644) THRUST BLOCK 12 IN. POLYETHYLENE. JOINTS RESTRAINED (REF. SECTION 02644) HYDRANT GRAVEL 6 INCH DIA. PIPE OBSTRUCTIONS NOTES 18 IN. 0.1 FT.-0.2 FT. FLOW-FILL 12 IN. OR BACK OF CURB EDGE OF SIDEWALK HYDRANT DRAIN OPENINGS MINIMUM 30 INCHES 66 INCHES 54 INCHES MAXIMUM MINIMUM LOCATOR STATION (SEE DETAIL 25) WATROUS PACER 250 NUMBER A-423 OR MUELLER HYDRANT 22 IN. 18 IN. to THRUST BLOCK SWIVEL TEE SECTION 02641) MAIN ONLY) (PVC WATER TRACER WIRE (REFERENCE VALVE BOX P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES (970) WATER FIELD OPERATIONS TITLE OF DRAWING FIRE HYDRANT INSTALLATION REVISED DATE: DETAIL 3 7/27/05 RETAINER GLANDS INSTALL MEG-A-LUG SEE DETAIL 2 FOR THRUST BLOCK SIZING. AS APPLICABLE. SECTION 02615-2.6A OR SECTION 02622-2.2A ALL D.I.P. PIP AND FITTINGS SHALL BE WRAPPED ALL FITTINGS AND JOINTS IN LOWERING AREA SEE DETAIL 4B FOR GRAVITY BLOCK SIZING. WITH POLYETHYLENE ENCASEMENT. TO BE RESTRAINED IN ACCORDANCE WITH GENERAL NOTES: 4. 3. 2. 1. 49"-66" >66" 25"-48" 4"-24" D UTILITY BEING CROSSED THRUST BLOCK (TYP.) GRAVITY ANCHOR (TYP.) SEE DETAIL 4B SEE DETAIL 2 L (ft) (Typ) 45° BENDS 18 IN. MIN. D L (ft) STREET GRADE 7' 10' 5' 3' L(ft) WATER MAIN PROPOSED (TYP.) P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES (970) WATER FIELD OPERATIONS TITLE OF DRAWING WATER MAIN LOWERING REVISED DATE: DETAIL 01/16/04 4-A All residential water service shall be installed in the center of the lot All water and sanitary sewer service shall have a minimum of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit. No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet Use type K copper for the service from the corporation stop to a minimum of 5 feet up to and including the curb stop. The owner is responsible for service from the The City is responsible for maintaining the water main, corporation stop, and service piping Locate curb box and meter pit according to the approved utility drawings. Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC, unless otherwise approved by the Utility. horizontal separation of ten feet. past the meter pit. No couplings allowed between curb stop and meter setting. curb stop, including the outlet coupling to the building. construction or use a tapping saddle. in which case, use a tapping saddle. GENERAL NOTES 9. 8. 4. 6. 7. 5. WATER MAIN 3. 2. 1. 45° IN FACE OF CURB CUT 4 INCH CROSS CORPORATION STOP PAVEMENT CURB STOP CURB BOX 66 INCH MAX. 54 INCH MIN. CURB, GUTTER AND SIDEWALK VARIES DISTANCE 1 FT. PROPERTY OR EASEMENT LINE GRADE FINAL LANDSCAPED P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES (970) WATER FIELD OPERATIONS TITLE OF DRAWING TYPICAL WATER SERVICE REVISED DATE: DETAIL 7/27/05 11 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES (970) WATER FIELD OPERATIONS TITLE OF DRAWING SPRINKLER SYSTEM DETAIL REVISED DATE: DETAIL 01/18/07 13 DESIGNATED SPRINKLER SERVICE FLOW 5 METER PIT AIR-INJECTION PORT (TOP OF PIPE MAX. 3/8" PIT METER 5 FT. MIN. FLOW SPRINKLER TAP OFF DOMESTIC SERVICE SERVICE VACUUM BREAKER VACUUM BREAKER (FROM OUTLET SIDE METER PIT TO SHUT-OFF VALVE TEE) IRRIGATION SHUT-OFF VALVE AIR-INJECTION PORT DOWNSTREAM OF VACUUM BREAKER SPRINKLER METER PIT TO (FROM OUTLET SIDE (STOP AND WASTE VALVE NOT IRRIGATION SHUT-OFF VALVE (STOP AND WASTE VALVE NOT DIA. WITH CAP OR PLUG) AIR-INJECTION PORT (TOP OF PIPE MAX. 3/8" DIA. WITH CAP OR PLUG) (3/4" OR LARGER RECOMMENDE RECOMMENDE (3/4" OR LARGER PORT DOWNSTREAM OF VACUUM BREAKER AIR-INJECTION WATER MAIN SIZE (INCHES) BENDS 45° 22 1/2° 11 1/4° 6 8 10 TRENCH BOTTOM REINFORCING BAR (SEE TABLE) 16 14 12 4 (FT. 3 ) CONCRETE GRAVITY BLOCK VOLUME (FT. 3 ) (FT. 3 ) 15.9 35.3 62.4 8.6 19.1 33.8 4.4 9.7 17.2 95.4 136.4 184.7 51.6 73.8 100.0 26.3 37.6 51.0 240.9 130.4 66.5 LESS THAN 60CF 90CF 200CF 133CF 400CF 600CF NO. OF BARS & SIZE 2 2 2 2 2 3 1/2 IN. 5/8 IN. 3/4 IN. 1 IN. 1 IN. 1 IN. BAR SIZES FOR 150 P.S.I. RESTRAIN ALL FITTINGS AND JOINTS. VOLUMES SHOWN IN TABLE ARE BASED ON 150 P.S.I. INTERNAL STATIC PRESSURE. VALUES FOR ANY PRESSURE MAY BE OBTAINED BY MULTIPLYING TABULATED VALUES BY A CORRECTION FACTOR "F". "F" = (REQUIRED FOR VERTICAL BEND GRAVITY ANCHORS FOR 150 P.S.I. PRESSURE). NOTE: ACTUAL PRESSURE 150 GRAVITY ANCHOR DETAIL P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES (970) WATER FIELD OPERATIONS TITLE OF DRAWING WATER MAIN LOWERING REVISED DATE: DETAIL 01/16/04 4-B 1 DS 2 DS 3 DS 4 DS WATER LOWERING ELEVATIONS CROSSING 1 2 3 4 D L STORM 1 5007.50 5005.55 5005.55 5007.05 2-18" 10' STORM 2 5004.84 5002.24 5002.24 5004.84 18" 3' STORM 3 4998.38 4995.00 4995.00 4998.38 24" 3' STORM 4 4995.40 4992.66 4992.66 4995.40 30" 5' NOT TO SCALE PVC INSTALLATION - SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT. STANDARD INSTALLATION - SPACER SHALL NOT BE PLACED MORE THAN 2 FT. FROM END OF CASING. WITH CASING SPACERS CARRIER PIPE SUPPORTED CASING SPACERS CARRIER PIPE BELL OF PIPE CASING DIAMETER AND THICKNESS TO BE NOTED ON ENGINEERING PLANS. (REF. SECTION 02224) CASING SPACERS SHALL BE STAINLESS STEEL W/POLYMER RUNNER. 4. 3. 2. NOTES 1. 6 FT. SPACING FOR PVC ON LESS THAN 48 IN. DIA. 10 FT. SPACING SIDE VIEW CASING SEAL END VIEW STEEL CASING STEEL CASING 1 IN. MAX. P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES (970) WATER FIELD OPERATIONS TITLE OF DRAWING STEEL CASING REVISED DATE: DETAIL 01/16/04 7 NOT TO SCALE 205 STEEL CASING D2 and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e {\Fs \pxq {\{Fsimpl \Fsi \pxql;{\F \pxql {\Fsimplex|c0 \pxql;{\F SERVICE CLEANOUT REQUIREMENTS 2. 3. 1. SLOPE TO MATCH SRV. GRADE AS REQ'D TRAFFIC/PAVED AREAS NTS 6" PVC PIPE CUT TO MATE w/ BELL FLOW CONTINUATION OF SEWER LINE COUPLING SRV. PIPE 4"-45% ELBOW 45% 6"x6" VARIES COMPACTED GRANULAR 4" PVC SDR 35 PIPE & FITTINGS (TYP.) FROM BOTTOM OF BEDDING ZONE TO TOP MATERIAL PVC VALVE BOX \A1;SCREW 4. 2'x2'x6" SEW CLEANOUTS FERNCO CLEANOUT ELBOW COMPACTED GRANULAR 45% 4"-45% 6"x6"x4" SRV. GRADE AS REQ'D w/ BELL CUT SRV. TO MATE VARIES PIPE 6" FLOW SLOPE TO MATCH MATERIAL TOP OF ELBOW BEDDING ZONE TO FROM BOTTOM OF & FITTINGS (TYP.) 4" PVC SDR 35 PIPE OVER CLEANOUT PVC COUPLING OF SEWER LINE CONTINUATION ACCESS COVER HEAVY-DUTY FINISHED GRADE LANDSCAPED AREAS NTS \A1 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 CITY OF FORT COLLINS City of Fort Collins UTILITIES SEWER DETAILS DRAWN BY: DATE: APPROVED: DETAIL 08/02 NBJ BEDDING DETAIL WW-1 ALTERNATE BASE POURED INVERT PRECAST MANHOLE BASE 2 IN. MIN. SLOPE 1 IN. MIN. 8 IN. MIN. 6 IN. 15 IN. OR LESS 48 IN. 18 IN. TO 30 IN. 60 IN. OVER 30 INCHES 72 IN. MIN. MANHOLE MINIMUM INSIDE DIAMETER OF DIAMETER MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE 5 FT. MIN. DEPTH CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE ASTM C-478 ECCENTRIC CONE PRE-FORMED PLASTIC GASKET ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE-FORMED PLASTIC GASKET CAST-IN-PLACE CONCRETE BASE 16 IN. MAX. FINISHED GRADE 30 IN. MIN. 48 IN. MAX. VARIABLE 28 IN. MAX. 24 IN. SEE TABLE 6 IN. 12 IN. SLOPE 1 IN./FT. 18 IN. MAX. MANHOLE RUNGS 12 IN. O.C. 8 IN. MIN CITY OF FORT COLLINS City of Fort Collins UTILITIES SEWER CONSTRUCTION DETAILS DRAWN BY: DATE: APPROVED: DETAIL 08/02 NBJ STANDARD MANHOLE WW-3 PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE COMPACTED GRANULAR MATERIAL AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPE NOTE: WYE CONNECTION NOT ALLOWED ON VCP LEAN CONCRETE o 20 o MIN. 45 o MAX. TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG CITY OF FORT COLLINS City of Fort Collins UTILITIES SEWER DETAILS DRAWN BY: DATE: APPROVED: DETAIL 08/02 NBJ WYE CONNECTION DETAIL WW-9 0.015 STAINLESS STEEL STRAPS (TO BE USED WITH REDWOOD SKIDS) NOTE: CASING SPACERS MAY BE EITHER REDWOOD OR STAINLESS STEEL WITH POLYMER RUNNERS. TRANSMISSION LINE SUPPORTED BY CASING SPACERS. CASING SEAL CARRIER PIPE STEEL CASING 1/4 IN. MIN. CARRIER PIPE CASING SPACERS BELL OF PIPE STEEL CASING CITY OF FORT COLLINS City of Fort Collins UTILITIES SEWER DETAILS DRAWN BY: DATE: APPROVED: DETAIL 08/02 NBJ STEEL CASING DETAIL WW-2 NOT TO SCALE 101 STEEL CASING DETAIL D1 t h e CROSS SECTION PROFILES ROLLAND MOORE DRIVE SCALE : 1" = 5' t h e CROSS SECTION PROFILES ROLLAND MOORE DRIVE SCALE : 1" = 5' 9' OUTLOT B LOT 1 BLOCK 1 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e R10 INTERSECTION DETAILS A. Reese A. Reese 1"=20' NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R A R10 A INTERSECTION DETAIL R10 B INTERSECTION DETAIL R10 C INTERSECTION DETAIL R10 F INTERSECTION DETAIL R10 E INTERSECTION DETAIL R10 B R10 E R10 F R10 C R10 D INTERSECTION DETAIL R10 D R10 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED PROPOSED RIGHT-OF-WAY NOTES: PROPERTY BOUNDARY PROPOSED ENHANCED CROSSWALK PROPOSED RAIN GARDEN PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE PROPOSED MILLING & OVERLAY 2.0% 30.30 PROPOSED SLOPE PROPOSED SPOT ELEVATION EXISTING SLOPE (33.47) EXISTING SPOT ELEVATION (3.7 \px \A1 \A1;9' \A1 NATIVE PLANT WAY (WITH PARKING) \A1;56.5' 6' 6' PARKING NATIVE PLANT WAY (WITHOUT PARKING) PERENNIAL LANE (WITH PARKING) \A1 \A1;\A1; \A1;48' 2 6' BIKELANE 8' 6' 8' PARKING 10' 10' TRAVEL PERENNIAL LANE (WITHOUT PARKING) \A1;34' 6' BIKELANE 6' 10' 10' TRAVEL \A1;70' \A1;9 \A1;9 \A1;\A1 9 \A1;\A1; 32' \\A1;A1;20'\17' A1 \A1\A1;10' \A\1A1;16'\A1;9' \A1 \A1;9'\P \A1;9' 6' BIKELANE 10' TRAVEL 6' BIKELANE 10' TRAVEL 10' TRAVEL 10' TRAVEL 10' TRAVEL 10' TRAVEL \A1 \A1;15' \A1 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e R9 TYPICAL ROADWAY SECTIONS A. Reese A. Reese 1"=20' Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 2 2 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e R8 STRIPING & LANE CONFIGURATION PERENNIAL LANE A. Reese A. Reese 1"=50' NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R R8 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED PROPOSED RIGHT-OF-WAY NOTES: \pxi-3,l PROPERTY BOUNDARY PROPOSED ENHANCED CROSSWALK PROPOSED RAIN GARDEN PROPOSED LOT LINE EASEMENT LINE 10 YELLOW ISLAND CROSS HATCHING WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "SCHOOL" (30.0 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT L H D C B K A E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING 11 50' O.C. 10' 30' 10' 10' 30' 12 6' 3' 6' 3' 6' PREF N "LANE ENDS" 3' 3' 3' 3' 4" WHITE DASHED LINE 3' PREFORMED THERMOPLASTIC O 18" WIDE WHITE MEDIAN STRIPING STRIPING LEGEND: PREFORMED PLASTIC PAVEMENT MARKING STRIPING \pxi-NOTES: 3, 3' 3' 3' 3' 8" WHITE DASHED LINE 3' PREFORMED THERMOPLASTIC ROLLAND MOORE DRIVE 9' UTILITY EASEMENT 9' 9' BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 CENTRE AVENUE A L L L 10' TRAVEL LANE 6' BIKE LANE 8' PARKING 10' TRAVEL LANE 6' BIKE LANE 8' PARKING J K PERENNIAL LANE NATIVE PLANT WAY 2 1 1 1 2 1 1 1 2 1 1 2 1 1 1 7 2 7 1 1 4 4 S T 0 P R1-1 S T 0 P R1-1 1 S T 0 P R1-1 25 SPEED LIMIT SIG 1 1 1 1 K J J K 2 2 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e R7 STRIPING & LANE CONFIGURATION ROLLAND MOORE DRIVE A. Reese A. Reese 1"=50' NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LINE MATCH STA 18+25 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM R7 LEGEND: LINE MATCH STA 18+25 Da Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Water & Wastewater Stormwater Parks & Recreation Traffic Environmental Planner City of Fort Collins, UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED PROPOSED RIGHT-OF-WAY NOTES: \pxi-3,l PROPERTY BOUNDARY PROPOSED ENHANCED CROSSWALK PROPOSED RAIN GARDEN PROPOSED LOT LINE EASEMENT LINE 10 YELLOW ISLAND CROSS HATCHING WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "SCHOOL" (30.0 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT L H D C B K A E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING 11 50' O.C. 10' 30' 10' 10' 30' 12 6' 3' 6' 3' 6' PREF N "LANE ENDS" 3' 3' 3' 3' 4" WHITE DASHED LINE 3' PREFORMED THERMOPLASTIC O 18" WIDE WHITE MEDIAN STRIPING STRIPING LEGEND: PREFORMED PLASTIC PAVEMENT MARKING STRIPING \pxi-NOTES: 3, 3' 3' 3' 3' 8" WHITE DASHED LINE 3' PREFORMED THERMOPLASTIC 5000 5005 5010 5015 5020 5000 5005 5010 5015 5020 9+75 10+00 11+00 12+00 12+50 5000 5005 5010 5015 5020 5000 5005 5010 5015 5020 9+75 10+00 11+00 12+00 12+50 4990 4995 5000 5005 5010 4990 4995 5000 5005 5010 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 4990 4995 5000 5005 5010 4990 4995 5000 5005 5010 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e R6 ROADWAY PLAN & PROFILE PERENNIAL LANE A. Reese A. Reese 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 R6 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT EXISTING WATERLINE EXISTING SANITARY SEWER PROPOSED STORM MANHOLE S PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED PROPOSED RIGHT-OF-WAY NOTES: \px PROPOSED STORM INLET PROPERTY BOUNDARY EXISTING FEMA FLOODWAY EXISTING WETLANDS PROPOSED ENHANCED CROSSWALK PROPOSED RAIN GARDEN EXISTING PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE SLOTTED PVC SUB-DRAIN UD SOLID PVC DRAIN PROPOSED OVERFLOW WEIR (SEE PROPOSED CURB OPENING (SEE * LEFT FLOWLINE PERENNIAL LANE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE PERENNIAL LANE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE PERENNIAL LANE SCALE : 1" = 40' (H) 1" = 5' (V) EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e R5 ROADWAY PLAN & PROFILE NATIVE PLANT WAY A. Reese A. Reese 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT EXISTING WATERLINE EXISTING SANITARY SEWER PROPOSED STORM MANHOLE S PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED PROPOSED RIGHT-OF-WAY NOTES: \px PROPOSED STORM INLET PROPERTY BOUNDARY EXISTING FEMA FLOODWAY EXISTING WETLANDS PROPOSED ENHANCED CROSSWALK PROPOSED RAIN GARDEN EXISTING PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE SLOTTED PVC SUB-DRAIN UD SOLID PVC DRAIN PROPOSED OVERFLOW WEIR (SEE PROPOSED CURB OPENING (SEE * R5 R4 LINE MATCH STA 16+00 LEFT FLOWLINE NATIVE PLANT WAY SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE NATIVE PLANT WAY SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE NATIVE PLANT WAY SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET R4 STA 16+00 GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e R4 ROADWAY PLAN & PROFILE NATIVE PLANT WAY A. Reese A. Reese 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 R5 R4 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT EXISTING WATERLINE EXISTING SANITARY SEWER PROPOSED STORM MANHOLE S PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED PROPOSED RIGHT-OF-WAY NOTES: \px PROPOSED STORM INLET PROPERTY BOUNDARY EXISTING FEMA FLOODWAY EXISTING WETLANDS PROPOSED ENHANCED CROSSWALK PROPOSED RAIN GARDEN EXISTING PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE SLOTTED PVC SUB-DRAIN UD SOLID PVC DRAIN PROPOSED OVERFLOW WEIR (SEE PROPOSED CURB OPENING (SEE * LINE MATCH STA 16+00 STA 16+00 SEE SHEET R5 MATCH LINE LEFT FLOWLINE NATIVE PLANT WAY SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE NATIVE PLANT WAY SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE NATIVE PLANT WAY SCALE : 1" = 40' (H) 1" = 5' (V) N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e R3 ROADWAY PLAN & PROFILE ROLLAND MOORE DRIVE A. Reese A. Reese 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 LINE MATCH STA 25+00 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM R2 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEFT FLOWLINE ROLLAND MOORE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE ROLLAND MOORE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE ROLLAND MOORE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET STA R2 R1 R3 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT EXISTING WATERLINE EXISTING SANITARY SEWER PROPOSED STORM MANHOLE S PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED PROPOSED RIGHT-OF-WAY NOTES: \px PROPOSED STORM INLET PROPERTY BOUNDARY EXISTING FEMA FLOODWAY EXISTING WETLANDS PROPOSED ENHANCED CROSSWALK PROPOSED RAIN GARDEN EXISTING PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE SLOTTED PVC SUB-DRAIN UD SOLID PVC DRAIN PROPOSED OVERFLOW WEIR (SEE PROPOSED CURB OPENING (SEE * R2 25+00 5010 5015 5020 5000 5005 5010 5015 5020 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 5000 5005 5010 5015 5020 5025 5000 5005 5010 5015 5020 5025 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e R2 ROADWAY PLAN & PROFILE ROLLAND MOORE DRIVE A. Reese A. Reese 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 LINE MATCH STA 25+00 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEFT FLOWLINE ROLLAND MOORE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE ROLLAND MOORE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE ROLLAND MOORE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) STA SEE SHEET MATCH LINE MATCH LINE SEE SHEET R1 STA 16+00 LINE MATCH STA 16+00 R2 R1 R3 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT EXISTING WATERLINE EXISTING SANITARY SEWER PROPOSED STORM MANHOLE S PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED PROPOSED RIGHT-OF-WAY NOTES: \px PROPOSED STORM INLET PROPERTY BOUNDARY EXISTING FEMA FLOODWAY EXISTING WETLANDS PROPOSED ENHANCED CROSSWALK PROPOSED RAIN GARDEN EXISTING PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE SLOTTED PVC SUB-DRAIN UD SOLID PVC DRAIN PROPOSED OVERFLOW WEIR (SEE PROPOSED CURB OPENING (SEE * 25+00 R3 8+75 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 \A1;74' \A1;74' \A1 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e R1 ROADWAY PLAN & PROFILE ROLLAND MOORE DRIVE A. Reese A. Reese 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 LINE MATCH STA 16+00 R2 R1 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEFT FLOWLINE ROLLAND MOORE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE ROLLAND MOORE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE ROLLAND MOORE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) STA 16+00 SEE SHEET R2 MATCH LINE R3 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT EXISTING WATERLINE EXISTING SANITARY SEWER PROPOSED STORM MANHOLE S PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED PROPOSED RIGHT-OF-WAY NOTES: \px PROPOSED STORM INLET PROPERTY BOUNDARY EXISTING FEMA FLOODWAY EXISTING WETLANDS PROPOSED ENHANCED CROSSWALK PROPOSED RAIN GARDEN EXISTING PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE SLOTTED PVC SUB-DRAIN UD SOLID PVC DRAIN PROPOSED OVERFLOW WEIR (SEE PROPOSED CURB OPENING (SEE * CO 4.1-1 STA. 11+36.18 CO 4.1-2 STA. 13+31.45 STORM DRAIN 1 SEE SHEET ST1 UNDERDRAIN 1 SEE SHEET UD2 UNDERDRAIN 4.1 SEE THIS SHEET UNDERDRAIN 4A-1 SEE THIS SHEET UNDERDRAIN 4A SEE THIS SHEET UNDERDRAIN 4 SEE SHEET UD4 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 13+50 13+00 12+00 11+00 10+00 9+50 TRENCH SECTION 305/D4 \A1; 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 9+50 10+00 11+00 11+50 TRENCH SECTION 600/D10 \A1; 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 11+00 10+00 9+25 TRENCH SECTION 600/D10 S F F S W W S F W S F IR PVC PVC UD UD UD UD UD UD PVC PVC UD UD UD UD UD UD UD UD CO UD UD UD UD FDC FDC FDC FDC GM GM EM EM GM EM GM SANITARY LINE B SEE SHEET SS3 BLDG 5 BLDG 6 BLDG 7 BASKETBALL COURT NATIVE PLANT WAY BLDG 8 ROLLAND MOORE DRIVE 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT OUTLOT B BASIN 4 (DROP) STA. ??? BASIN 4A STA. 10+27.75 CO 4B STA. 10+77.82 CO 4A-1 STA. 10+36.57 STORM DRAIN 1 SEE SHEET ST1 UNDERDRAIN 1 SEE SHEET UD2 UNDERDRAIN 4.1 SEE THIS SHEET UNDERDRAIN 4A-1 SEE THIS SHEET UNDERDRAIN 4A SEE THIS SHEET UNDERDRAIN 4 SEE SHEET UD4 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM UD5 PLAN & PROFILE UNDERDRAIN LINES 4A, 4A-1, & 4.1 A. Reese A. Reese 1"=50' Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' UNDERDRAIN 4.1 DRAINS 4A, 4A-1 DRAIN 4.1 PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: \NOTES: px EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE PROPOSED FIRE SERVICE F EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE EXISTING EXISTI FEMA FLOODWAY PROPOSED IR EXISTING WETLANDS PROPOSED SLOTTED PVC UNDERDRAIN PROPOSED SOLID PVC UNDERDRAIN NORTH PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' UNDERDRAIN 4A-1 UNDERDRAIN 4A 5000 5005 5010 5015 5020 5025 5030 5035 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 14+25 14+00 13+00 12+00 11+00 10+00 9+50 TRENCH SECTION 600/D10 \A1 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM UD6 PLAN & PROFILE UNDERDRAIN LINE 5 A. Reese A. Reese 1"=50' Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R UNDERDRAIN 5 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' DRAIN 5 PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: \NOTES: px EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE PROPOSED FIRE SERVICE F EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE EXISTING EXISTI FEMA FLOODWAY PROPOSED IR EXISTING WETLANDS PROPOSED SLOTTED PVC UNDERDRAIN PROPOSED SOLID PVC UNDERDRAIN NORTH NULL STRUCTURE STA. 15+53.18 CO 4.2 STA. 15+92.00 SANITARY LINE B SEE SHEET SS3 NATIVE PLANT WAY UNDERDRAIN 1 SEE SHEET UD1 UNDERDRAIN 4.1 SEE SHEET UD5 4995 5000 5005 5010 5015 5020 5025 5030 5035 5040 4995 5000 5005 5010 5015 5020 5025 5030 5035 5040 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 TRENCH SECTION 301/D4 S F F S W W S F W S F IR PVC PVC UD UD UD UD UD UD UD UD PVC PVC UD UD UD UD UD UD UD UD UD UD UD UD FDC FDC FDC FDC GM GM EM EM GM EM GM ROLLAND MOORE DRIVE BLDG 5 BLDG 6 BLDG 7 BASKETBALL COURT BLDG 8 9' UTILITY EASEMENT OUTLOT B SANITARY LINE B SEE SHEET SS3 NATIVE PLANT WAY CO 3A STA. 9+63.93 BASIN 3 (DROP) STA. 10+00 CO 3.1 STA. 11+38.16 CO 3.2 STA. 11+97.80 UNDERDRAIN 1 SEE SHEET UD1 4995 5000 5005 5010 5015 5020 5025 5030 5035 5040 4995 5000 5005 5010 5015 5020 5025 5030 5035 5040 8+759+00 10+00 11+00 12+0012+25 TRENCH SECTION 600/D10 \A1; REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM UD4 PLAN & PROFILES UNDERDRAIN LINES 3 & 4 A. Reese A. Reese 1"=50' Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH UNDERDRAIN 4 DRAIN 4 PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: \NOTES: px EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE PROPOSED FIRE SERVICE F EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE EXISTING EXISTI FEMA FLOODWAY PROPOSED IR EXISTING WETLANDS PROPOSED SLOTTED PVC UNDERDRAIN PROPOSED SOLID PVC UNDERDRAIN UNDERDRAIN 3 DRAIN 3 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 \A1;TRENCH SECTION 304/D4 TR S S IR S F S F UD UD UD UD UD S W W W PVC UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD FDC FDC GM EM GM WATER QUALITY POND NATIVE PLANT WAY PERENNIAL LANE CLUBHOUSE BLDG 12 POOL POOL BLDG 11 ROLLAND MOORE DRIVE 9' UTILITY 9' UTILITY 9' UTILITY VOLLEYBALL COURT 9' UTILITY 9' UTILITY 9' 9' UTILITY TRACT A (CSURF) LOT 1 BLOCK 2 CO 2.1 STA. 13+97.21 NULL STRUCTURE STA. 15+87.50 CO 2.2 STA. 18+31.47 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM UD3 PLAN & PROFILE UNDERDRAIN LINE 2 A. Reese A. Reese 1"=50' Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' UNDERDRAIN 2 NORTH LINE MATCH STA 14+50 UD3 UD3 NORTH LINE MATCH STA 14+50 PROPERTY EXISTING WATER PROPOSED WATER PROPOSED STORM LEGEND: \NOTES: px EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE PROPOSED FIRE SERVICE F EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE EXISTING EXISTI FEMA FLOODWAY PROPOSED IR EXISTING WETLANDS PROPOSED SLOTTED PVC UNDERDRAIN PROPOSED SOLID PVC UNDERDRAIN 9' 9' UTILITY EASEMENT 9' 9' UTILITY EASEMENT LOT 1 BLOCK 2 OUTLOT A 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+75 \A1;TRENCH TRENCH SECTION SECTION 303/D4 304/D4 \A1;TRENCH TRENCH SECTION SECTION 304/D4 100/D1 TRENCH SECTION 100/D1 \A1;T E S S F F S W W S F W S F S F IR UD UD UD UD UD UD UD UD W W PVC UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD FDC FDC FDC FDC FDC GM EM GM EM GM EM BASIN 3 (DROP) BASIN 4 (DROP) STA. 21+05.12 STA. 21+28.87 CO 2 STA. 18+56.21 CO 1 STA. 17+70.11 STA. 16+31.40 SANITARY LINE A SEE SHEET SS1 STORM DRAIN 2 SEE SHEET ST1 BLDG 7 NATIVE PLANT WAY BLDG 8 BLDG 9 9' 9' 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT OUTLOT A LOT 2 BLOCK 1 LOT 1 BLOCK 2 UNDERDRAIN 3 SEE SHEET UD4 UNDERDRAIN 4 SEE SHEET UD4 UNDERDRAIN 4A SEE SHEET UD5 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM UD1 PLAN & PROFILE UNDERDRAIN LINE 1 A. Reese A. Reese 1"=50' Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' UNDERDRAIN 1 NORTH NORTH LINE MATCH STA 15+50 LINE MATCH STA 15+50 MATCH LINE STA 22+00 UD2 UD1 UD1 PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: \NOTES: px EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE PROPOSED FIRE SERVICE F EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE EXISTING EXISTI FEMA FLOODWAY PROPOSED IR EXISTING WETLANDS PROPOSED SLOTTED PVC UNDERDRAIN PROPOSED SOLID PVC UNDERDRAIN LINE MATCH STA 22+00 EM EM BASIN 3 (DROP) GM STA. 21+05.12 BASIN 4 (DROP) STA. 21+28.87 BASIN 5 STA. 32+12.18 CO 8 STA. 33+64.26 STA. 31+91.78 CO 7 STA. 31+04.37 CO 6 STA. 30+69.03 STA. 28+28.41 STA. 27+28.21 RISER 5 (DROP) STA. 26+02.34 SANITARY LINE B SEE SHEET SS3 SANITARY LINE B SEE SHEET SS3 EXISTING LARIMER CANAL NO. 2 ROLLAND MOORE DRIVE BLDG 3 BLDG 2 BLDG 1 BLDG 4 BLDG 5 BLDG 6 BASKETBALL COURT 9' 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' 9' LOT 1 BLOCK 3 LOT 1 BLOCK 1 OUTLOT A OUTLOT B OUTLOT B OUTLOT B OUTLOT B UNDERDRAIN 3 SEE SHEET UD4 UNDERDRAIN 4 SEE SHEET UD4 UNDERDRAIN 4A SEE SHEET UD5 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 34+50 34+00 33+00 32+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 \A1;TRENCH TRENCH SECTION SECTION 305/D4 301/D4 \A1;TRENCH TRENCH SECTION SECTION 301/D4 303/D4 TRENCH SECTION 303/D4 \ A1;TRENCH REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM UD2 PLAN & PROFILE UNDERDRAIN LINE 1 A. Reese A. Reese 1"=50' Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH UNDERDRAIN 1 MATCH LINE UD1 STA 22+00 UD2 UD1 UD1 PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: \NOTES: px EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE PROPOSED FIRE SERVICE F EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE EXISTING EXISTI FEMA FLOODWAY PROPOSED IR EXISTING WETLANDS PROPOSED SLOTTED PVC UNDERDRAIN PROPOSED SOLID PVC UNDERDRAIN LINE MATCH STA 22+00 BLDG 2 BLDG 4 BLDG 5 BLDG 7 ROLLAND MOORE DRIVE 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' LOT 1 BLOCK 3 LOT 1 BLOCK 3 LOT 2 BLOCK 1 OUTLOT A OUTLOT B OUTLOT B \A1;30' \A1;NATUR ST INLET 1-3 INV. IN=5007.35 (S) INV. OUT=5007.35 (N) FG=??? INLET 1-3.1 INV. IN=5008.41 (W) INV. IN=5008.41 (E) INV. OUT=5008.41 (N) FG=??? INLET 1-3.1A INV. OUT=5008.95 (W) FG=??? INLET 1-3.2 INV. IN=5010.00 (W) INV. OUT=5010.03 (E) FG=??? JUNCTION 1-3.3 INV. IN=5012.40 (SW) INV. IN=5012.40 (NW) INV. OUT=5012.40 (E) FG=??? INLET 1-3.4 INV. OUT=5012.51 (NE) FG=??? INLET 1-3.3A INV. OUT=5012.76 (SE) FG=??? STORM DRAIN 1 SEE SHEET ST1 SANITARY SEWER B SEE SHEET SS3 UNDERDRAIN 1 SEE SHEET UD2 STORM DRAIN 1.1 SEE SHEET ST2 UNDERDRAIN 5 SEE SHEET UD6 UNDERDRAIN 1 SEE SHEET UD2 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e AD1 AREA DRAIN PLAN A. Reese A. Reese 1"=30' NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM NOTES: PROPOSED STORM INLET PEDESTRIAN PROPOSED FIRE HYDRANT LEGEND: EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED SWALE PROPOSED VERTICAL PROPERTY BOUNDARY CURB & GUTTER EXISTING FEMA FLOODWAY / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING WETLANDS PROPOSED ENHANCED CROSSWALK PROPOSED LOT LINE PROPOSED RAIN GARDEN PROPOSED EXISTING PROPOSED LIGHT POLE PROPOSED ELECTRICAL E/T/C PVC SUB-DRAIN UD \px PVC AREA DRAIN PVC AD1 4975 4980 4985 4990 4995 5000 5005 5010 5015 4975 4980 4985 4990 4995 5000 5005 5010 5015 10+00 11+00 12+00 PRIVATE \A1;PUBLIC PRIVATE \A1;PRIVATE PUBLIC \A1;PRIVATE ENCASE EL WV S S EL VAULT EL VAULT CON IRR CO IRR CO IRR F E S F E S F E S CON IRR S S W GM WATER QUALITY POND BLDG 11 PERENNIAL LANE 9' 9' TRACT A (CSURF) FES 3 STA 10+00.00 N: 121489.63 E: 191863.25 ST INLET 4-1 STA 10+50.94 N: 121445.61 E: 192111.72 ST INLET 4-2 STA 10+97.39 N: 121424.14 E: 192152.98 FES 4-3 STA 11+36.54 N: 121403.62 E: 192186.32 FES 4 STA 10+00.00 N: 121436.44 E: 192061.62 SANITARY LINE A SEE SHEET SS1 SANITARY LINE A2 SEE SHEET SS2 ROLLAND MOORE DRIVE (TO BE RENAMED) REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM ST3 PLAN & PROFILE STORM DRAIN LINES 3 & 4 A. Reese A. Reese 1"=50' Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM DRAIN 3 STORM DRAIN 4 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH STORM 4 PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: \NOTES: px EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE PROPOSED FIRE SERVICE F EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE EXISTING FEMA FLOODWAY EXISTING 100-YR FEMA FLOODPLAIN PVC SUB-DRAIN PROPOSED IR INLET SCHEDULE INLET ID TYPE NOMINAL SIZE Inlet 1-1.8 Single Custom Combo 24"x36" Inlet 1-2 Single Combination 24"x36" Inlet 1-3 Double Combination 24"x73" Inlet 2-2 Single Combination 24"x36" Inlet 3-1 Single Combination 24"x36" Inlet 3-2 Single Combination 24"x36" Inlet 3-3 Single Combination 24"x36" Inlet 4-1 Single Combination 24"x36" Inlet 4-2 Single Combination 24"x36" NOTE: INLET NOMINAL SIZES ARE APPROXIMATE - SEE CONSTRUCTION DETAILS FOR ALL INLET DIMENSIONS EXISTING WETLANDS STORM 3 2 FT. MIN. 6 IN. MIN. TRENCH SECTION A-A 2 6 IN. MIN. AA 18 IN. MIN. CO 2 FLOW 6 IN. MIN. UNDISTURBED SOIL UNDISTURBED SOIL NOT TO SCALE CONCRETE CUT-OFF WALL DETAIL (CONCRETE BLDG 3 BLDG 2 BLDG 1 BLDG 4 BLDG 5 BLDG 7 ROLLAND MOORE DRIVE 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY LOT 1 BLOCK 3 LOT 1 BLOCK 1 OUTLOT A OUTLOT A OUTLOT B INLET 1-1.4 STA 16+52.77 N: 120927.69 E: 190560.40 STMH 1-1.6 STA 17+32.95 N: 120979.86 E: 190503.72 STMH 1-1.7 STA 17+67.51 N: 120958.84 E: 190476.30 STMH 1-1.5 STA 17+10.39 N: 120973.42 E: 190525.35 STMH 1-1.3 STA 15+81.07 N: 120964.93 E: 190621.67 INLET 1-1.8 STA 17+92.94 N: 120977.46 E: 190458.98 STMH 1-1.2 STA 14+54.58 N: 121007.57 E: 190740.76 STMH 1-1.1 STA 13+24.70 N: 121019.41 E: 190870.10 ST BOX 1-1 STA 12+71.77 N: 121019.41 E: 191194.80 SANITARY LINE B SEE SHEET SS3 STORM DRAIN 1 SEE SHEET ST1 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM ST2 PLAN & PROFILE STORM DRAIN LINE 1-1 A. Reese A. Reese 1"=50' Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM DRAIN 1-1 STORM 1-1 NORTH PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: \NOTES: px EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE PROPOSED FIRE SERVICE F EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE EXISTING FEMA FLOODWAY EXISTING 100-YR FEMA FLOODPLAIN PVC SUB-DRAIN PROPOSED IR INLET SCHEDULE INLET ID TYPE NOMINAL SIZE Inlet 1-1.8 Single Custom Combo 24"x36" Inlet 1-2 Single Combination 24"x36" Inlet 1-3 Double Combination 24"x73" Inlet 2-2 Single Combination 24"x36" Inlet 3-1 Single Combination 24"x36" Inlet 3-2 Single Combination 24"x36" Inlet 3-3 Single Combination 24"x36" Inlet 4-1 Single Combination 24"x36" Inlet 4-2 Single Combination 24"x36" NOTE: INLET NOMINAL SIZES ARE APPROXIMATE - SEE CONSTRUCTION DETAILS FOR ALL INLET DIMENSIONS EXISTING WETLANDS N: 120944.16 E: 191198.57 ST INLET 1-2 STA 13+00.76 N: 120990.66 E: 191198.57 HEADWALL 1 STA 10+00.00 N: 121288.84 E: 191230.30 STORM DRAIN 2 SEE SHEET ST1 STORM DRAIN 1-1 SEE SHEET ST2 ST BOX 1-1 STA 10+00.00 = LINE 1 STA 12+71.77 N: 121019.41 E: 191194.80 4985 4990 4995 5000 5005 5010 5015 5020 5025 4985 4990 4995 5000 5005 5010 5015 5020 5025 10+00 11+00 12+00 13+00 14+00 15+00 PRIVATE \A1;PR S F S F S W W W FDC FDC FDC F EM EM GM EM GM GM NATIVE PLANT WAY BLDG 7 NATIVE PLANT WAY BLDG 8 BLDG 9 POOL BLDG 10 9' 9' 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT OUTLOT A LOT 2 BLOCK 1 LOT 1 BLOCK 2 LOT 1 BLOCK 2 STMH 2-1 STA 11+67.80 N: 121214.81 E: 191449.64 ST INLET 2-2 STA 12+45.21 N: 121225.76 E: 191526.27 FES 2 STA 10+14.00 N: 121305.76 E: 191325.61 STUB 2-3 STA 14+46.78 N: 121052.21 E: 191628.78 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM ST1 PLAN & PROFILE STORM DRAIN LINES 1 & 2 A. Reese A. Reese 1"=50' Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM DRAIN 1 STORM DRAIN 2 STORM 1 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH STORM 2 PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: \NOTES: px EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE PROPOSED FIRE SERVICE F EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE EXISTING FEMA FLOODWAY EXISTING 100-YR FEMA FLOODPLAIN PVC SUB-DRAIN PROPOSED IR INLET SCHEDULE INLET ID TYPE NOMINAL SIZE Inlet 1-1.8 Single Custom Combo 24"x36" Inlet 1-2 Single Combination 24"x36" Inlet 1-3 Double Combination 24"x73" Inlet 2-2 Single Combination 24"x36" Inlet 3-1 Single Combination 24"x36" Inlet 3-2 Single Combination 24"x36" Inlet 3-3 Single Combination 24"x36" Inlet 4-1 Single Combination 24"x36" Inlet 4-2 Single Combination 24"x36" NOTE: INLET NOMINAL SIZES ARE APPROXIMATE - SEE CONSTRUCTION DETAILS FOR ALL INLET DIMENSIONS EXISTING WETLANDS W CO CO FDC FDC FDC FDC FDC FDC FDC FDC GM EM EM GM GM GM GM EM EM EM EM GM EM GM STORM DRAIN 1 SEE SHEET ST1 EXISTING SSMH N: 120748.76 E: 190347.30 SSMH B1 STA 9+92.57 N: 120780.89 E: 190445.07 SSMH B2 STA 12+54.06 N: 120939.95 E: 190652.62 SSMH B6 STA 20+88.42 N: 120972.41 E: 191481.63 SSMH B3 STA 13+55.25 N: 120972.41 E: 190748.46 SSMH B4 STA 14+45.70 N: 120972.41 E: 190838.91 SSMH B5 STA 17+02.67 N: 120972.41 E: 191095.88 EXISTING SSMH N: 121106.15 E: 190838.13 EXISTING LARIMER CANAL NO. 2 ROLLAND MOORE DRIVE BLDG 3 BLDG 2 BLDG 1 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BASKETBALL COURT NATIVE PLANT WAY BLDG 8 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' LOT 1 BLOCK 3 LOT 1 BLOCK 3 LOT 1 BLOCK 1 LOT 2 BLOCK 1 LOT 1 OUTLOT A BLOCK 2 OUTLOT A OUTLOT B OUTLOT B SANITARY LINE A SEE SHEET SS1 STORM DRAIN 1-1 SEE SHEET ST2 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM SS3 PLAN & PROFILE SANITARY SEWER LINE B A. Reese A. Reese 1"=50' Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: \px EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S PPROPOSEDROPOSF FIRE SERVICE W EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING WETLAND PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE EXISTING FEMA FLOODWAY EXISTING 100-YR FEMA FLOODPLAIN PVC SUB-DRAIN PROPOSED IR SANITARY SEWER LINE B SS3 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH 4985 4990 4995 5000 5005 5010 5015 5020 5025 5030 4985 4990 4995 5000 5005 5010 5015 5020 5025 5030 15+00 14+00 13+00 12+00 11+00 10+00 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM SS2 PLAN & PROFILE SANITARY SEWER LINE A2 A. Reese A. Reese 1"=50' Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' SANITARY SEWER LINE A2 SS2 PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: \px EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S PPROPOSEDROPOSF FIRE SERVICE W EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING WETLAND PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE EXISTING FEMA FLOODWAY EXISTING 100-YR FEMA FLOODPLAIN PVC SUB-DRAIN PROPOSED IR SSMH A1 STA 11+10.48 N: 121309.01 E: 192067.52 SSMH A5 STA 17+04.25 N: 121476.36 E: 191565.08 SSMH A6 STA 17+75.08 N: 121447.37 E: 191500.46 SSMH A7 STA 19+72.01 N: 121300.30 E: 191369.49 STORM DRAIN 3 SEE SHEET ST3 WATER QUALITY POND BLDG 8 BLDG 9 CLUBHOUSE BLDG 12 POOL POOL PAVILION BLDG 10 BLDG 11 9' 9' 9' 9' UTILITY EASEMENT 9' 9' 9' UTILITY EASEMENT 9' 9' UTILITY EASEMENT OUTLOT A TRACT A (CSURF) LOT 2 BLOCK 1 LOT 1 BLOCK 2 OUTLOT A STORM DRAIN 2 SEE SHEET ST1 SSMH A3 STA 14+41.74 N: 121458.17 E: 191824.25 NATIVE PLANT WAY PERENNIAL LANE SSMH A8 STA 20+33.45 N: 121241.61 E: 191351.30 4985 4990 4995 5000 5005 5010 5015 5020 5025 5030 4985 4990 4995 5000 5005 5010 5015 5020 5025 5030 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM SS1 PLAN & PROFILE SANITARY SEWER LINE A A. Reese A. Reese 1"=50' Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SS1 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' SANITARY SEWER LINE A PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: \px EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S PPROPOSEDROPOSF FIRE SERVICE W EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING WETLAND PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE EXISTING FEMA FLOODWAY EXISTING 100-YR FEMA FLOODPLAIN PVC SUB-DRAIN PROPOSED IR {\LNOTE}: T T T T T T T T T T T T T T T T T T T GM EM GM IR S F UD UD UD UD E/T/C E/T/C E/T/C E/T/C E/T/C S E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C W W UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD FDC ST ST ST ST ST SS SS SS SS SS W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W W W W W W W H Y D \pxqc;NR SANITARY SEWER LINE A2 (SEE SHEET SS2) SSMH A2-1 SIG EXISTING LARIMER CANAL NO. 2 \A1 \A1 PERENNIAL LANE CENTRE AVENUE CLUBHOUSE BLDG 12 POOL POOL PAVILION ROLLAND MOORE DRIVE 9' \A1 \\A1 A1 V OLLEYBALL COURT 9' 9' 9' \A1; 9' 9' TRACT A (CSURF) LOT 1 BLOCK 3 OUTLOT B LOT 1 BLOCK 2 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e U6 UTILITY PLAN A. Reese A. Reese 1"=30' NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 MATCHLINE-SEE SHEET U5 MATCHLINE-SEE SHEET U4 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: \px W G T E/T/C EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES PROPOSED ELECTRIC TRANSFORMER S PPROPOSEDROPOSF FIRE SERVICE W EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONNECTION PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOT LINE EASEMENT LINE EXISTING FEMA FLOODWAY EXISTING 100-YR FEMA FLOODPLAIN / / / / / / / / / / / / / / / / / / / / / / / / / / / CWONTROL IRR W S O E G SLOTTED PVC SUB-DRAIN UD PROPOSED IR PROPOSED SOLID PVC SUB-DRAIN PVC PROPOSED ELECTRIC METER PROPOSED GAS METER EM GM Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R U2 U5 U6 U3 U4 ONTROL IRR G G G G G G G G G G G G G G G G G G G X X X SS SS SS ST ST ST SS SS SS S W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / T T T T T T T T T T T T T T T T T T T T GM GM EM EM GM EM S W S F S E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C W W UD UD UD UD UD UD UD UD FDC FDC F SS SS SS SS 12" W 12" W S \pxqc;THE STORM DRAIN 4 (SEE SHEET ST3) STORM DRAIN 3 (SEE SHEET ST3) STORM DRAIN 3 (SEE SHEET ST3) SANITARY SEWER LINE A (SEE SHEET SS1) SANITARY SEWER LINE A2 (SEE SHEET SS2) SSMH A SSMH A1 SSMH A2 SSMH A3 SSMH A4 SSMH A5 \A1;\A1;20' ACCESS, WATER QUALITY POND NATIVE PLANT WAY ROLLAND MOORE DRIVE (TO BE RENAMED) CLUBHOUSE BLDG 12 POOL POOL PAVILION BLDG 10 BLDG 11 PERENNIAL LANE 9' 9' 9' \A1 9' \A1;5.0' (TYP.) \A1 \A1 9' 9' \A1; TRACT A (CSURF) LOT 1 BLOCK 2 \A1;OUTLOT A DRAINA \A1;TR SANITARY SEWER LINE A (SEE SHEET SS1) EX 9' REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e U5 UTILITY PLAN A. Reese A. Reese 1"=30' NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 MATCHLINE-SEE SHEET U6 MATCHLINE-SEE SHEET U3 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM U2 U5 U6 U3 U4 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: \px W G T E/T/C EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES PROPOSED ELECTRIC TRANSFORMER S PPROPOSEDROPOSF FIRE SERVICE W EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONNECTION PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOT LINE EASEMENT LINE EXISTING FEMA FLOODWAY EXISTING 100-YR FEMA FLOODPLAIN / / / / / / / / / / / / / / / / / / / / / / / / / / / CWONTROL IRR W S O E G SLOTTED PVC SUB-DRAIN UD PROPOSED IR PROPOSED SOLID PVC SUB-DRAIN PVC PROPOSED ELECTRIC METER PROPOSED GAS METER EM GM S W W S F W S F W F S W S F IR UD UD UD UD UD UD UD UD UD E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C UD UD UD UD UD UD E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C W UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD CO UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD FDC FDC FDC FDC FDC FDC SS SS \pxqc;CSU STORM DRAIN 1 (SEE SHEET ST1) SANITARY SEWER LINE A (SEE SHEET SS1) SANITARY SEWER LINE B (SEE SHEET SS3) SSMH A9 SSMH B4 SSMH B5 SSMH B6 EXISTING LARIMER CANAL NO. 2 ROLLAND MOORE DRIVE \A1;5.0' BLDG 3 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BASKETBALL COURT NATIVE PLANT WAY BLDG 8 9' 9' UTILITY EASEMENT \A1;\NA A1;NATURAL 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 2 BLOCK 1 LOT 1 OUTLOT A BLOCK 2 OUTLOT B OUTLOT B STORM DRAIN 1-1 (SEE SHEET ST2) \A1 LOT 1 BLOCK 3 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e U4 UTILITY PLAN A. Reese A. Reese 1"=30' NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 MATCHLINE-SEE SHEET U3 MATCHLINE-SEE SHEET U6 MATCHLINE-SEE SHEET U2 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: \px W G T E/T/C EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES PROPOSED ELECTRIC TRANSFORMER S PPROPOSEDROPOSF FIRE SERVICE W EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONNECTION PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOT LINE EASEMENT LINE EXISTING FEMA FLOODWAY EXISTING 100-YR FEMA FLOODPLAIN / / / / / / / / / / / / / / / / / / / / / / / / / / / CWONTROL IRR W S O E G SLOTTED PVC SUB-DRAIN UD PROPOSED IR PROPOSED SOLID PVC SUB-DRAIN PVC PROPOSED ELECTRIC METER PROPOSED GAS METER EM GM U2 U5 U6 U3 U4 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / G M EM GM EM GM EM GM S F S F S F E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C UD UD UD UD UD UD UD UD UD UD W W UD UD UD UD UD UD UD UD UD UD UD FDC FDC FDC ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S W W W W W W W W W W W W W H Y D H Y D H S S SHADOWMERE COURT HILLPOND ROAD STORM DRAIN 1 (SEE SHEET ST1) STORM DRAIN 2 (SEE SHEET ST1) STORM DRAIN 1 (SEE SHEET ST1) STORM DRAIN 2 (SEE SHEET ST1) SANITARY SEWER LINE A (SEE SHEET SS1) SSMH A5 SSMH A6 SSMH A7 SSMH A8 SSMH A9 \A1 BLDG 7 NATIVE PLANT WAY BLDG 8 BLDG 9 9' 9' 9' 9' UTILITY EASEMENT \A1 \A1 NATIVE PLANT WAY OUTLOT A LOT 2 BLOCK 1 LOT 1 BLOCK 2 LOT 1 OUTLOT A BLOCK 2 \A1;D STORM DRAIN 1-1 (SEE SHEET ST2) \A1 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e U3 UTILITY PLAN A. Reese A. Reese 1"=30' NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 MATCHLINE-SEE SHEET U4 MATCHLINE-SEE SHEET U5 MATCHLINE-SEE SHEET U2 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: \px W G T E/T/C EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES PROPOSED ELECTRIC TRANSFORMER S PPROPOSEDROPOSF FIRE SERVICE W EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONNECTION PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOT LINE EASEMENT LINE EXISTING FEMA FLOODWAY EXISTING 100-YR FEMA FLOODPLAIN / / / / / / / / / / / / / / / / / / / / / / / / / / / CWONTROL IRR W S O E G SLOTTED PVC SUB-DRAIN UD PROPOSED IR PROPOSED SOLID PVC SUB-DRAIN PVC PROPOSED ELECTRIC METER PROPOSED GAS METER EM GM Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R U2 U5 U6 U3 U4 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / GM EM EM GM GM EM F S W S F S F E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C W W UD UD UD UD UD UD UD UD UD UD UD UD CO UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD FDC FDC FDC SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W H Y D S F E S ST ST ST ST ST ST ST ST ST \pxqc;CSU STORM DRAIN 1-1 (SEE SHEET ST2) SANITARY SEWER LINE B (SEE SHEET SS3) SSMH B1 SSMH B2 SSMH B3 SSMH B4 SIG SIGHT ROLLAND MOORE DRIVE EXISTING LARIMER CANAL NO.2 BLDG 3 BLDG 2 BLDG 1 ROLLAND MOORE DRIVE 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' 9' UTILITY \A1; \A1 LOT 1 BLOCK 3 LOT 1 BLOCK 1 OUTLOT A OUTLOT B OUTLOT B OUTLOT B \A1;STORM \A1 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e U2 UTILITY PLAN A. Reese A. Reese 1"=30' NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 MATCHLINE-SEE SHEET U4 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: \px W G T E/T/C EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES PROPOSED ELECTRIC TRANSFORMER S PPROPOSEDROPOSF FIRE SERVICE W EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONNECTION PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOT LINE EASEMENT LINE EXISTING FEMA FLOODWAY EXISTING 100-YR FEMA FLOODPLAIN / / / / / / / / / / / / / / / / / / / / / / / / / / / CWONTROL IRR W S O E G SLOTTED PVC SUB-DRAIN UD PROPOSED IR PROPOSED SOLID PVC SUB-DRAIN PVC PROPOSED ELECTRIC METER PROPOSED GAS METER EM GM U2 U5 U6 U3 U4 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R WV WV WV D MH EL VAULT EL VAULT EL VAULT CON IRR CON IRR CON IRR CON IRR CON IRR F E S F E S F E S CON IRR S EL VAULT EL VAULT W T CON IRR CON IRR CON IRR S S WV WV WV WV WV H Y D STORM DRAIN 1-1 GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM EXIS ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W 12" W 12" W 12" W 12" W W W W W W W W W W W W W W W W W W W W W W W W W W W W S H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D S H Y D S S S S S S F E S ST F F F F F F F F F F F PVC PVC PVC PVC UD UD E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C UD UD UD UD UD UD UD UD E/T/C E/T/C E/T/C E/T/C E/T/UD C E/T/C E/T/C E/T/C E/T/C PVC PVC PVC PVC UD UD UD UD UD UD UD UD UD UD UD UD UD UD C O CO UD UD UD UD UD UD UD UD UD FDC FDC FDC FDC FDC FDC FDC FDC FDC FDC FDC FDC F \pxq \pxq \pxqc;SU \pxqc;C \pxqc;CEN CENTRE AVENUE EXISTING LARIMER CANAL NO.2 8" 8" SAN. ROLLAND MOORE DRIVE NORTHERLAND DRIVE SHADOWMERE COURT HILLPOND ROAD SHIRE COURT WINTERBERRY WAY SHIRE COURT CHETWOOD COURT GILGALAD WAY GILGALAD WAY \pxqc;T \pxqc;CSU \A1;SEE NOTE 7 \A1;30' STORM DRAIN 4 \pxqc;W \pxqc \A1;E 8" 8" WATER 8" 8" SAN. 8" 8" WATER 8" WATER 8" SAN. 8" 8" 8" SAN. \A1\8" A1; ROLLAND MOORE DR. (TO BE RENAMED) ROLLAND MOORE DRIVE PERENNIAL LANE BLDG 3 BLDG 2 BLDG 1 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9 CLUBHOUSE BLDG 12 BLDG 10 BLDG 11 STORM DRAIN 3 STORM DRAIN 2 STORM \DRAIN 1 A1; STORM DRAIN 2 8" NATIVE PLANT WAY SANITARY SEWER LINE A2 SANITARY SEWER LINE A SANITARY SEWER LINE B TRACT A (CSURF) OUTLOT A LOT 1 BLOCK 3 LOT 1 BLOCK 3 OUTLOT B LOT 1 BLOCK 1 LOT 2 LOT 1 BLOCK 2 OUTLOT B OUTLOT A OUTLOT A 8" WATER OUTLOT A S FDC F W E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C UD UD UD UD UD UD G G G G G G \A1; \A1;\9' A1;3 EASEMENT LINE \A1;2"(TY RIGHT \A1 \A1;\A1; \A1;VARI V \A1;U ELEC UN GA \A1;3.5' TYP. \A1; \A1 WATE SEWE UN\A1;5' \A1 TYPICAL UTILITY CORRIDOR SECTION VIEW TYPICAL UTILITY CORRIDOR PLAN VIEW U1 OVERALL UTILITY PLAN A. Reese A. Reese 1"REVIEW =100' Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\ Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e NORTH ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 PROPERTY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: \NOTES: px EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES PROPOSED ELECTRIC TRANSFORMER S PROPOS PROPOSED FIRE SERVICE W F EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONNECTION PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER FDC PROPOSED STREET LIGHT POLE PROPOSED CONDENSER UNITS PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOT LINE EASEMENT LINE EXISTING FEMA FLOODWAY EXISTING 100-YR FEMA FLOODPLAIN KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM UTILITY SERVICE TABLE BUILDING SANITARY SEWER DOMESTIC WATER FIRE SMALL BUILDINGS (3, 5, 7) 6" 11 2" 2 1 2" LARGE BUILDINGS (1, 2, 4, 6, 8-11) 6" 2" 21 2" CLUBHOUSE (12) (2) 4" (2) 11 2" (1) 4" IRRIGATION (LOT 1, BLOCK 2 & LOT 1, BLOCK 3) - (2) 1 1 2" - U2 U5 U6 U3 U4 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R PROPOSED SLOTTED PVC SUB-DRAIN UD PROPOSED IR PROPOSED SITE LIGHT POLE W CON IRR W S O E G \pxi-3,l3,t3;NOTE: FROM WATER METER TO POINT 5' DOWNSTREAM OF METER, WATER SERVICE MUST BE SAME SIZE AS METER. PROPOSED SOLID PVC DRAIN EM PROPOSED GAS METER GM PROPOSED ELECTRIC METER EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e G6 GRADING PLAN A. Reese A. Reese 1"=30' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.4 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0%%% PEDESTRIAN EXISTING SPOT ELEVATION (47 CURB & GUTTER EXISTING FEMA FLOODWAY EXISTING WETLANDS PROPOSED ENHANCED CROSSWALK PROPOSED FIRE HYDRANT PROPOSED ELECTRIC VAULT PROPOSED LOT LINE PROPOSED RAIN GARDEN PROPOSED EXISTING PROPOSED CURB CUT * PROPOSED LIGHT POLE \px AREA DRAIN APPROXIMATE LIMITS OF DEVELOPMENT MATCHLINE-SEE SHEET G5 MATCHLINE-SEE SHEET G4 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R G2 G5 G6 G3 G4 \A1 \A1 \A1;EXISTI \A1 \A1 LOT 1 BLOCK 2 OUTLOT A OUTLOT A \A1;DRAINA \A1;TR 1A 1A NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e G5 GRADING PLAN A. Reese A. Reese 1"=30' MATCHLINE-SEE SHEET G6 MATCHLINE-SEE SHEET G3 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.4 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0%%% PEDESTRIAN EXISTING SPOT ELEVATION (47 CURB & GUTTER EXISTING FEMA FLOODWAY EXISTING WETLANDS PROPOSED ENHANCED CROSSWALK PROPOSED FIRE HYDRANT PROPOSED ELECTRIC VAULT PROPOSED LOT LINE PROPOSED RAIN GARDEN PROPOSED EXISTING PROPOSED CURB CUT * PROPOSED LIGHT POLE \px AREA DRAIN APPROXIMATE LIMITS OF DEVELOPMENT Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R G2 G5 G6 G3 G4 SWALE SECTIONS S1:\A1;MIN. TW S2:1 1 \A1 SWALE SUMMARY TABLE SWALE ID MIN D MIN TW MIN BW S1 S2 1A 1.34 10.00 2 3 3 1B 2.39 21.20 2 4 4 \A1;MIN. BW EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e G4 GRADING PLAN A. Reese A. Reese 1"=30' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.4 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0%%% PEDESTRIAN EXISTING SPOT ELEVATION (47 CURB & GUTTER EXISTING FEMA FLOODWAY EXISTING WETLANDS PROPOSED ENHANCED CROSSWALK PROPOSED FIRE HYDRANT PROPOSED ELECTRIC VAULT PROPOSED LOT LINE PROPOSED RAIN GARDEN PROPOSED EXISTING PROPOSED CURB CUT * PROPOSED LIGHT POLE \px AREA DRAIN APPROXIMATE LIMITS OF DEVELOPMENT MATCHLINE-SEE SHEET G3 MATCHLINE-SEE SHEET G6 MATCHLINE-SEE SHEET G2 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R G2 G5 G6 G3 G4 GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e G3 GRADING PLAN A. Reese A. Reese 1"=30' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.4 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0%%% PEDESTRIAN EXISTING SPOT ELEVATION (47 CURB & GUTTER EXISTING FEMA FLOODWAY EXISTING WETLANDS PROPOSED ENHANCED CROSSWALK PROPOSED FIRE HYDRANT PROPOSED ELECTRIC VAULT PROPOSED LOT LINE PROPOSED RAIN GARDEN PROPOSED EXISTING PROPOSED CURB CUT * PROPOSED LIGHT POLE \px AREA DRAIN APPROXIMATE LIMITS OF DEVELOPMENT MATCHLINE-SEE SHEET G4 MATCHLINE-SEE SHEET G5 MATCHLINE-SEE SHEET G2 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R G2 G5 G6 G3 G4 SWALE SECTIONS S1:\A1;MIN. TW S2:1 1 \A1 SWALE SUMMARY TABLE SWALE ID MIN D MIN TW MIN BW S1 S2 1A 1.34 10.00 2 3 3 1B 2.39 21.20 2 4 4 \A1;MIN. BW GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e G2 GRADING PLAN A. Reese A. Reese 1"=30' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.4 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0%%% PEDESTRIAN EXISTING SPOT ELEVATION (47 CURB & GUTTER EXISTING FEMA FLOODWAY EXISTING WETLANDS PROPOSED ENHANCED CROSSWALK PROPOSED FIRE HYDRANT PROPOSED ELECTRIC VAULT PROPOSED LOT LINE PROPOSED RAIN GARDEN PROPOSED EXISTING PROPOSED CURB CUT * PROPOSED LIGHT POLE \px AREA DRAIN APPROXIMATE LIMITS OF DEVELOPMENT MATCHLINE-SEE SHEET G4 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R G2 G5 G6 G3 G4 ROLLAND MOORE DRIVE CENTRE AVENUE STORM DRAIN 4 EXISTING LARIMER CANAL NO.2 \pxq \pxq \pxqc;W \pxqc \pxqc;SU \pxqc;C \pxqc;CEN NORTHERLAND DRIVE SHADOWMERE COURT HILLPOND ROAD SHIRE COURT WINTERBERRY WAY SHIRE COURT CHETWOOD COURT GILGALAD WAY GILGALAD WAY \pxqc;T \pxqc;CSU WATER QUALITY POND \A1;SEE \A1 \A1\A1;S ROLLAND MOORE DR. (TO BE RENAMED) PERENNIAL LANE BLDG 3 BLDG 2 BLDG 1 BLDG 4 BLDG 5 BLDG 6 BLDG 7 TRACT A (CSURF) OUTLOT A LOT 1 BLOCK 3 LOT 1 BLOCK 3 OUTLOT B LOT 1 BLOCK 1 LOT 2 BLOCK 1 LOT 1 BLOCK 2 BLDG 8 BLDG 9 CLUBHOUSE BLDG 12 BLDG 10 BLDG 11 \A1;SEE NOTE 2 STORM DRAIN 2 OUTLOT B STORM DRAIN 3 STORM DRAIN 1-1 NATIVE PLANT WAY OUTLOT A OUTLOT A NORTH ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e G1 OVERALL GRADING PLAN A. Reese A. Reese 1"=100' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL EXISTING FEMA FLOODWAY NOTES: PROPOSED STORM INLET PROPOSED CONCRETE CROSS PAN (TYP.) PEDESTRIAN CURB & GUTTER KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM EXISTING 100-YR FEMA EXISTING WETLANDS PROPERTY BOUNDARY G2 G5 G6 G3 G4 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R FLOODPLAIN BOUNDARY FLOODPLAIN \pxi- NOTES: APPROXIMATE LIMIT OF DEVELOPMENT LIMITS OF DEVELOPMENT NOTES: 008 VEHICLE CONTROL TRACKING PAD EC2 NOT TO SCALE COM FLOW 24" 6' MAX TRENCHIN SILT FENCE FABRIC AND (ASTM D6461) ANCHORED FLOW TRENCH AND ATTACHED TO POST. 4"x4" TRENCH SILT FENCE FABRIC (ASTM D6461) ANCHORED 18" MIN 24" MIN 42" MIN POSTS {\LPREASSEMBLED SILT FENCE} JOIN FIRST ROTATE SECOND POS POST SHALL BE NOTE:\PTH {\LSILT FENCE JOINTS} \P\PDR {\LIN {\\A1;LMAINTE 4" \P\PTHE \A1;4" {\C256;1 \H0.7x;\S1#2;\H1.429x;" x 1 COM WIRE ENCLOSED IN CURB RO INLET MANHOLE 2"x 4" WOOD STUD EXTENDED 1 1/2" WASHED ROCK CONCRETE BLOCKS CURB INLET GRAVEL FILTER WIRE SHALL BE 2"x4" WOOD STUD OVERFLOW FILTERED RUNOFF %%uSECTION A-A A A %%uPLAN {\LCURB INLET %%uSECTION %%uPLAN B B ROCK BERM WIRE CURB AND GUTTER CURB AND GUTTER BE PLACED TIGHTLY AGAINST CURB FACE GRAVEL FILTER 1/2" TO 1" BELOW TOP OF CURB TUBULAR MARKER IF TUBULAR MARKER TUBULAR MARKER \\A1 A1;3' \ A1 CURB INLET WIRE ENCLOSED SETTLED RUNOFF GRAVEL FILTER CURB INLET MANHOLE {\LCURB INLET BLOCK \P\PINTERIM {\L {\P\PTHE \LMA\CONTRACTOR A1; \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES TUBULAR TUBULAR MARKER 002 SILT FENCE EC2 NOT TO SCALE SF 003 CURB INLET PROTECTION EC2 NOT TO SCALE IP 005 SWALE WATTLE DIKE EC2 NOT TO SCALE 006 WATTLE INSTALLATION EC2 NOT TO SCALE SEDIMENT TRAP & SEDIMENT BASIN 007 EC2 NOT TO SCALE %%UWATTLES - DETAIL A FLOW 3'-4' \A1;{\H0 ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 2' TYP. 1' 1' %%UWATTLES - DETAIL B W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. SEDIMENT DEPOSITION ZONE STORM WATER LINE WEIGHTED WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER WEIGHTED WATTLE AT 45 DEG. TO CURB SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER WEIGHTED WATTLE W1 & W2 INSTALLATION NOTES: 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: 10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. 11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. W3 NOTE: IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET 1"x 1" WOOD STAKES 18"-24" W1 THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY. SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE. WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY. WATTLE MAINTENANCE NOTES: 1. 2. 3. ENDS SHALL ABUT TIGHTLY TO BACK OF CURB END SHALL ABUT TIGHTLY TO BACK OF CURB ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS 4' MAX. {\LPERVIOUS {\LIMPERVIOUS SEDIMENT DEPOSITION ZONE W3 W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. SIDEWALK CULVERT/CHASE/PAN W4 W3, W4 & W5 NOTES: 1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE. 2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP. END SHALL TIGHTLY ABUT TO BACK OF CURB SEDIMENT DEPOSITION ZONE W5 TUBULAR MARKER EXISTING OR PROPOSED INLET %%UCONCRETE CHASE/TRICKLE CHANNEL END SHALL TIGHTLY ABUT TO BACK OF CURB %%U %%uSEDIMENT TRAP - CROSS SECTION OF OUTLET \P\PUSE ONE {\L {PERIMETER\LINS \P\PSEDIMENT TRAPS, ALONG WITH OTHER {\\LM P\PSEDIMENT SHALL BE \P\PSEDIME \P\PARE \P\PU {\LI {\LS {\L ORIGINAL GROUND ELEV. \A1;ORIGIN 4' 1/2"-3/4" COURSE AGGREGATE 4"-8" RIPRAP GEOTEXTILE 1800 3 1800 3 EMBANKMENT \A1 \\A1;\A1; A1 VA \A1 4"-8" RIPRAP 1/2"-3/4" COURSE AGGREGATE GEOTEXTILE EMBANKMENT EXCAVATED AREA %%uSEDIMENT TRAP - OUTLET (PERSPECTIVE ORIG \A1;4' 1800 3 18030 \A1;H=1' \A1 EMBANKMENT PRINC CREST LENGTH (FT) = 1.5 x DRAINAGE AREA (AC) OUTLET PIPE THE RISER SHALL BE SPI \A1;9' ST \LIN \P\PVEHICLE TRACKING \LM \P\PCONTRACTOR 3" - 6" ROCK PAV\\A1;R= SI CONSTR A1;20' A SECTION A NO 3" - 6" ROCK CU %%uPL 50' 2" MIN. 6" MIN. 6" MIN. ALTHOUGH NOT 5.\P\P\P6. IF VEHICLE WHEEL WASH FACILITIES ARE 4.\P\P5. VTC \P\PCO {\LNOTES:\P\ 3H: \A1 \A1;\A1;2'-0" MIN. 8 \A1;12" COMPACTED BERM AROUND PERIMETER GROUND SURFACE SIGN TO 009 CONCRETE WASHOUT AREA EC2 NOT TO SCALE CWA 010 RIPRAP SCHEDULE EC2 NOT TO SCALE RIPRAP INSTALLATION TYPE H TYPE M TYPE L TYPE VL 2-10 35-50 70- TABLE I\PCLASSIFICATION 50-70 AND 50 TYPE RIPRAP % SMALLER INTERMED d VH (INCHES)* * 50 d = MEAN 6 2 9 6*35-50 12 * 2-10 50-70 70-100 9 3 12 15 9** 35-50 2-10 50-70 70-100 12 4 18 21 12 24 18 50-70 24 35-50 2-10 50-70 2-10 70-100 35-50 24 9 33 6 42 18 70-100 3T0ABLE U.S. TYPE TYPE I CDOT II SECT. CDOT 703.01 SECT. 3 PER ----\P----\P-- 90- 4\P4\P4\P4 VL(d = TABLE III\PTHICKNESS PERCE U.S. STANDARD SIEVE SIZE FINE-TYPE GRAINED I TYPE SOILS* II COURSE-GRAINED 4\P4\P6\P6 6\P6\P8\P8 50 50 5500 TYPE II 50 \A1;SEE TABLE III \A1; \A1; 50 \A1; \A1;SEE TABLE III 50 TYPE II BEDDING RIPRAP FLARED END SECTION (TYP.) GRANULAR BEDDING RIPRAP TYPE II BEDDING TYPE I BEDDING GRANULAR BEDDING CONCRETE CUTOFF WALL RIPRAP AT RIPRAP AT COMPA * \A1;12" MAY STAPLES FABRIC SOIL STAPLES FABRIC RIPRAP {\LFILTER FABRIC PLACEMENT AND LAP DETAIL} {\LLAP DETAIL} FOR PLANTED RIPRAP, REMOVE FINISHED GRADE DESIGN RIPRAP GRADE PLACEMENT OF ROCK SOIL IS NOT TO BE PERCHED. \A1;D\A1;5 \A1;PLACEMENT OF 41\A1 \A1 MEASUREMENT SEE NOTE 3 BELOW. \PGENERAL {\LTYPICAL PLANTED RIPRAP PLACEMENT} FILTER \P\PFOR {\LG {\LP {\LFI RP SF OPTIONAL UNDERDRAIN NOTE: ALL RIPRAP/ STORM LOCATION PIPE DIAMETER (IN) RIPRAP TYPE RIPRAP LENGTH (FT) RIPRAP WIDTH (FT) RIPRAP DEPTH (FT) RIPRAP VOLUME (YD3) Storm Line 1 30 Type H 25.0 18.0 3.0 50 Storm Line 2 18 Type M 16.0 6.0 2.0 7 Storm Line 3 24 Type M 15.0 6.5 2.0 7 Storm Line 4 36 Type M 25.0 9.0 2.0 17 ENTRENCH 3" POINT A %%USECTION POINTS A MUST BE HIGHER THAN POINT B %%UPLAN POINT B POINT A WATTLE POINT A FLOW POINT B POINT A WATTLE A A {\\P\LMAWD PTHE STAK STA %% OR (10" MIN. DIA.) WIRE ENCLOSED 1 1/2" CRUSHED ROCK DROP INLET PERIMETER PLACED AROUND CINDER BLOCKS 1 1/2" CRUSHED ROCK WIRE ENCLOSED DROP INLET BLOCK INLET DROP RUNOFF FILTERED OVERFLOW %%USECTION %%UPLAN STACKED 24" HIGH (2) CINDER BLOCKS %%UAND GRAVEL FILTER AA DROP INLET WITH GRATE WITH NO GAPS (TYP.) TIGHTLY ABUTTING %%UWATTLE DROP INLET INLET %%UPLAN \A1;ENTRENCH CORNERS. EXCESS AT FRAME. GATHER AND STAPLE TO WITH GEOTEXTILE WRAP WOOD FRAME WO WOOD FRAME 2'' X 4'' WITH GRATE DROP INLET 1' 6'' 3' 0'' A DEPTH OF 6'' X 6'' BURY %%uDROP INLET SILT FENCE BOX FLOW FLOW NOTE: \P\PINLET {\L\ {\\LM P\PTHE WATTLE WATTLE OR NOTE: (10" MIN. DIAMETER) 004 DROP INLET PROTECTION EC2 NOT TO SCALE IP \A1;3 STORM DRAIN 4 BLDG 7 BLDG 4 BLDG 5 BLDG 6 BLDG 1 BLDG 2 BLDG 3 BLDG 8 BLDG 12 BLDG 11 BLDG 9 BLDG 10 CLUB HOUSE LARIMER CANAL NO.2 \pxq \pxq \pxqc;W \pxqc \pxqc;SU \pxqc;C \pxqc;CEN NORTHERLAND DRIVE SHADOWMERE COURT HILLPOND ROAD SHIRE COURT SHIRE COURT CHETWOOD COURT GILGALAD WAY GILGALAD WAY \pxqc;T \pxqc;CSU WATER QUALITY POND OUTLOT B TRACT A (CSURF) \A1 \A1 STORM DRAIN LOT 1 BLOCK 1 LOT 1 BLOCK 3 LOT 1 BLOCK 3 OUTLOT B PERENNIAL LANE LOT 2 BLOCK 1 STORM DRAIN 3 STORM DRAIN 2 STORM DRAIN 1 STORM DRAIN 1-1 NATIVE PLANT WAY LOT 1 BLOCK 2 \A1 OUTLOT A SF RP VTC SF SF VTC RP IP WD SF VTC RP WD WD WD WD WD WD WD WD WD IP IP IP IP W5 WD ST RP CWA IP IP IP IP RP IP VTC NORTH ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e EC1 EROSION CONTROL PLAN A. Reese A. Reese 1"=100' LEGEND: 5013 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED EXIS CURB & GUTTER PROPOSED STORM INLET PROPOSED CONCRETE CROSS PAN (TYP.) PEDESTRIAN EXISTING 100-YR FEMA EXISTING WETLANDS PROPERTY BOUNDARY Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL FLOODPLAIN BOUNDARY NOTES: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R VEHICLE TRACKING CONTROL PAD SILT FENCE RIPRAP PROTECTION SWALE WATTLE DIKE SEDIMENT TRAP ST WD RP SF IP W5 APPROXIMATE LIMITS OF DEVELOPMENT CWA 93 LIMITS OF DEVELOPMENT NOTES: \A1;\A1;10 SPACES 6 @ 8' EA. \\A1;A1; 7 \A1;9 \A1;1 \A1;17' \A1;1\A1;19' \\A1 A1; \A1 3 DS 3 DS D DS LOT 1 BLOCK 2 LOT 1 BLOCK 2 LOT 1 BLOCK 2 DS 1 B DS \A1 \A1 \A1 \A1 \A1 \A1 \A1;15' \A1;1 \A1;15' \A1;17'\A1 \A1;1 \A1;19' \\A1 A1 \A1; \A1; DS 2 DS 2 DS D 2 DS 2 DS D DS 3 DS 3 DS DS D \\A1;A1;\\\A1;A1;A1 \A1 11 12 8 2 \A1 \A1\A1;1 \A1;19' \\A1 A1 1 DS B DS B DS 1 DS 3 DS D DS 2 DS \A1;3 SPACES @ 9' 9' UTILITY EASEMENT \A1;8'\A1;5' \A1;8'\A1;8' \A1 9' UTILITY EASEMENT \A1 \A1;5' \A1; \A1 \A1;5' \A1;\A1;8' \A1 \A1;8\'A1;8'\A1; \A1 \A1;8' \\A1;A1 5' \A1 \A1;8' \A1;\\A1; A1 8' \A1;5' \A1; \A1; \A1 \A1 \A1; \\A1 A1; \A1; \A1; \A1;5' \A1; \A1;5' \A1 \A1; \A1;5' \A1 \A1 \\A1 A1;\A1; 6' \A1\A\1A1 \A1\A1 9' \A1 \\A1;A1;6' 5' \A1;8' \\A1; A1;8' \A1; \A1;5'\A1 \\A1; A1 \A1 \A1;5' \A1 \A1 \A1 \A1;\A1 \A1 \A1 \A1;8' \A1;4 \A1;4. \A1;8' \A1; \A1 \A1;4.5' \A1;8' \A1;8' \A1; 9' D DS 3DS3 DS 2 DS D DS REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e PV2 STRIPING PLAN PAVING, SIGNAGE, & A. Reese A. Reese 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM PV1 PV2 MATCHLINE-SEE SHEET PV1 E XISTING RIGHT-OF-WAY LEGEND: PROPOSED CURB & GUTTER PEDESTRIAN ACCESS RAMPS PROPOSED PROPOSED RIGHT-OF-WAY NOTES: \px PROPERTY BOUNDARY PROPOSED ENHANCED CROSSWALK PROPOSED RAIN GARDEN PROPOSED LOT LINE EASEMENT LINE HEAVY DUTY PAVING (PRIVATE) LIGHT DUTY PAVING (PRIVATE) CONCRETE PAVING 1 A \A1;\pxql;1 C 2 \A1;\pxql;"RES B \A1;1.5' WIDE 3 D HANDICAP SIGNAGE AND STRIPING TYPICAL SIGN PROPOSED CHASE \A1 \A1\A1;1 \\A1 A1;19' 3 DS D DS 2 DS \A1;3 SPACES @ 9' 9' \A1; \A1 \A1;6' \A1;6' \A1 \A1 \A1 \A1;8' \A1\A1;8' \A1;8' \A1;8' \A1;8' \\A1 A1 \A1;8' \A1; \A1;5' \A1; \A1 \A1\\A1; A1;5' D DS DS 3 DS D 3 DS 3 DS REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e PV1 STRIPING PLAN PAVING, SIGNAGE & A. Reese A. Reese 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM PV1 PV2 MATCHLINE-SEE SHEET PV2 E XISTING RIGHT-OF-WAY LEGEND: PROPOSED CURB & GUTTER PEDESTRIAN ACCESS RAMPS PROPOSED PROPOSED RIGHT-OF-WAY NOTES: \px PROPERTY BOUNDARY PROPOSED ENHANCED CROSSWALK PROPOSED RAIN GARDEN PROPOSED LOT LINE EASEMENT LINE HEAVY DUTY PAVING (PRIVATE) LIGHT DUTY PAVING (PRIVATE) CONCRETE PAVING 1 A \A1;\pxql;1 C 2 \A1;\pxql;"RES B \A1;1.5' WIDE 3 D HANDICAP SIGNAGE AND STRIPING TYPICAL SIGN PROPOSED CHASE L59 L60 L61 L62 L63 L64 L65 L66 L67 L68 L69 L70 L71 L72 L73 L74 L75 L76 L77 L78 L79 L80 L81 L82 L83 L84 L85 LENGTH 31.73' 10.03' 65.14' 7.17' 38.54' 30.30' 14.00' 14.00' 85.00' 12.02' 11.98' 11.98' 11.97' 14.00' 15.69' 76.00' 11.00' 12.98' 13.33' 23.00' 23.55' 14.01' 14.01' 23.72' 2.22' 7.17' 432.91' 7.17' 66.35' 7.17' 135.93' 16.04' 6.91' 47.93' 19.00' 13.92' 36.78' 14.02' 14.02' 14.02' 5.36' 11.33' 13.33' 11.33' 5.32' 13.97' 2.63' 14.00' 3.00' 14.00' 26.30' 14.09' 15.05' 11.55' 18.03' 32.00' 32.00' 18.10' 2.90' 25.04' 1.01' 6.00' 47.93' 20.27' 5.76' 204.81' 5.76' 9.92' 3.00' 3.00' 12.37' 5.76' 48.83' 5.76' 9.01' 3.00' 3.00' 9.71' 5.56' 102.77' 98.28' 5.63' 2.29' 23.93' 4.34' BEARING N89°45'50.41"W S85°43'10.96"W S52°30'00.00"W S07°30'00.00"W S52°30'00.00"W N24°55'35.44"W S65°04'24.56"W N65°04'24.56"E N24°55'35.44"W N24°55'35.44"W S15°07'07.05"E N13°30'37.16"W S00°38'38.05"E N90°00'00.00"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"E N90°00'00.00"W S00°00'00.00"E S00°00'00.00"E N00°00'00.00"E S05°44'27.46"E N21°46'18.86"W S24°55'35.44"E N90°00'00.00"W N45°00'00.00"W N90°00'00.00"W S45°00'00.00"W N90°00'00.00"W N45°00'00.00"W N90°00'00.00"W N90°00'00.00"W S67°35'26.34"W N38°59'53.19"W N51°00'06.81"E S51°00'06.81"W S38°59'53.19"E N40°54'40.78"E S38°37'10.19"W N16°16'26.92"E N16°16'26.92"E S73°43'33.08"E N16°16'26.92"E N73°43'33.08"W N16°16'26.92"E N16°16'26.92"E N38°59'53.19"W S51°00'06.81"W N38°59'53.19"W N51°00'06.81"E N38°59'53.19"W S12°57'31.17"E S51°00'06.81"W N34°53'46.55"W S24°55'35.44"E N21°07'51.70"W S06°48'25.50"E N00°00'00.00"E N00°00'00.00"E S44°08'55.51"E S51°00'06.81"W N51°00'06.81"E S38°59'53.19"E S41°41'07.30"W S86°41'07.30"W S41°41'07.30"W S03°18'52.70"E S41°41'07.30"W N48°18'52.70"W S48°18'52.70"E S41°41'07.30"W S86°41'07.30"W S41°41'07.30"W S03°18'52.70"E S41°41'07.30"W N48°18'52.70"W N48°18'52.70"W N41°41'07.30"E N86°41'07.30"E N27°29'15.39"E S27°29'15.39"W S04°00'37.57"E S41°41'07.30"W N48°18'52.70"W N03°18'52.70"W LINE TABLE LINE L86 L87 L88 L89 L90 L91 L92 L93 L94 L95 L96 L97 L98 L99 L100 L101 L102 L103 L104 L105 L106 L107 L108 L109 L110 L111 L112 L113 L114 L115 L116 L117 L118 L119 L120 L121 L122 L123 L124 L125 L126 L127 L128 L129 L130 L131 L132 L133 L134 L135 L136 L137 L138 L139 L140 L141 L142 L143 L144 L145 L146 L147 L148 L149 L150 L151 L152 L153 L154 L155 L156 L157 L158 L159 L160 L161 L162 L163 L164 L165 L166 L167 L168 L169 L170 LENGTH 167.43' 136.58' 122.12' 4.60' 30.78' 12.00' 88.00' 12.00' 12.00' 96.00' 12.00' 61.00' 84.00' 14.00' 26.00' 23.00' 7.50' 12.00' 64.00' 12.00' 7.50' 23.00' 4.55' 52.86' 4.47' 7.33' 10.83' 13.33' 10.82' 7.33' 6.50' 32.00' 6.50' 32.00' 0.50' 28.00' 0.50' 0.76' 4.34' 52.86' 4.34' 21.93' 21.93' 4.34' 179.68' 122.12' 5.00' 164.90' 4.34' 26.46' 2.01' 5.76' 52.86' 5.76' 12.35' 30.51' 14.00' 103.00' 14.00' 2.00' 14.00' 8.00' 14.00' 2.00' 14.00' 8.00' 27.92' 14.09' 12.09' 16.51' 3.58' 12.00' 2.00' 12.00' 5.04' 3.52' 8.88' 64.00' 12.00' 2.00' 14.00' 51.00' 14.00' 13.50' 48.00' BEARING N48°18'52.70"W N90°00'00.00"W S41°41'07.30"W S22°31'34.19"E N90°00'00.00"W N00°00'00.00"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"E S00°00'00.00"E N90°00'00.00"E N00°00'00.00"E N90°00'00.00"E N90°00'00.00"E S00°00'00.00"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"E S00°00'00.00"E N90°00'00.00"W N45°00'00.00"E N00°00'00.00"E N45°00'00.00"W N90°00'00.00"W N00°00'00.00"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"W N00°00'00.00"E N90°00'00.00"E S00°00'00.00"E N90°00'00.00"W N00°00'00.00"E N90°00'00.00"E S00°00'00.00"E S00°00'00.00"E S45°00'00.00"W S00°00'00.00"E S45°00'00.00"E S00°00'00.00"E S00°00'00.00"E S45°00'00.00"W S00°00'00.00"E S41°41'07.30"W N00°00'00.00"E N48°18'52.70"W S86°41'07.30"W N48°18'52.70"W N41°41'07.30"E N86°41'07.30"E N41°41'07.30"E N03°18'52.70"W N41°41'07.30"E S48°18'52.70"E S41°41'07.30"W S48°18'52.70"E S41°41'07.30"W N48°18'52.70"W N41°41'07.30"E S48°18'52.70"E N00°00'00.00"E N90°00'00.00"E S00°00'00.00"E N90°00'00.00"E N90°00'00.00"E N69°50'47.48"W S85°26'52.63"E N90°00'00.00"W N90°00'00.00"W S00°00'00.00"E N90°00'00.00"W N00°00'00.00"E N90°00'00.00"W N90°00'00.00"W N48°18'52.70"W N48°18'52.70"W S41°41'07.30"W N48°18'52.70"W N41°41'07.30"E N48°18'52.70"W S41°41'07.30"W N48°18'52.70"W S41°41'07.30"W LINE TABLE LINE L171 L172 L173 L174 L175 L176 L177 L178 L179 L180 L181 L182 L183 L184 L185 L186 L187 L188 L189 L190 L191 L192 L193 L194 L195 L196 L197 L198 L199 L200 L201 L202 L203 L204 L205 L206 L207 L208 L209 L210 L211 L212 L213 L214 L215 L216 L217 L218 L219 L220 L221 L222 L223 L224 L225 L226 L227 L228 L229 L230 L231 L232 L233 L234 L235 L236 L237 L238 L239 L240 L241 L242 L243 L244 L245 L246 L247 L248 L249 L250 L251 L252 L253 L254 L255 LENGTH 12.00' 1.00' 18.00' 4.51' 16.00' 9.00' 3.00' 7.83' 10.83' 12.75' 13.33' 32.00' 2.00' 32.00' 2.00' 16.00' 9.00' 16.00' 5.46' 13.00' 9.46' 9.90' 5.76' 204.86' 5.76' 27.55' 8.20' 7.17' 5.21' 21.00' 1.00' 12.00' 48.00' 12.00' 12.00' 80.00' 12.00' 2.00' 12.00' 42.97' 12.09' 14.09' 8.00' 14.00' 2.00' 14.00' 100.00' 11.50' 136.58' 10.83' 13.33' 10.33' 26.67' 6.97' 16.00' 9.00' 15.69' 9.00' 18.00' 1.00' 16.00' 16.00' 89.50' 3.93' 7.17' 457.93' 3.19' 35.57' 7.17' 52.78' 15.33' 36.93' 14.00' 6.22' 13.97' 14.07' 91.23' 15.47' 12.00' 39.60' 9.89' 12.00' 2.00' 12.00' 23.98' BEARING S48°18'52.70"E S41°41'07.30"W N48°18'52.70"W N90°00'00.00"W N00°00'00.00"E N90°00'00.00"W N00°00'00.00"E N00°00'00.00"E S00°00'00.00"E N00°00'00.00"E N90°00'00.00"E S41°41'07.30"W N48°18'52.70"W N41°41'07.30"E S48°18'52.70"E S41°41'07.30"W N48°18'52.70"W S41°41'07.30"W N48°18'52.70"W N41°41'07.30"E S48°18'52.70"E N41°41'07.30"E N86°41'07.30"E N41°41'07.30"E N03°18'52.70"W N41°41'07.30"E S18°11'32.55"E N45°00'00.00"E N90°00'00.00"E S00°00'00.00"E N90°00'00.00"W N00°00'00.00"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"W N00°00'00.00"E N90°00'00.00"E S00°00'00.00"E N06°38'22.75"E S06°38'22.83"E N00°00'00.00"E N90°00'00.00"E S00°00'00.00"E N90°00'00.00"W N00°00'00.00"E N90°00'00.00"W N90°00'00.00"W N90°00'00.00"E N00°00'00.00"E N90°00'00.00"W N00°00'00.00"E N00°00'00.00"E N90°00'00.00"E S00°00'00.00"E N90°00'00.00"E N00°00'00.00"E N90°00'00.00"W N00°00'00.00"E N90°00'00.00"E N90°00'00.00"E N90°00'00.00"E N90°00'00.00"W N45°00'00.00"W N90°00'00.00"W N90°00'00.00"W S52°30'00.00"W S07°30'00.00"W S52°30'00.00"W S52°30'00.00"W N03°50'35.89"W N86°08'20.15"E N03°57'59.75"W S87°46'35.76"W S21°58'43.10"E N52°31'36.58"E N37°28'23.42"W N52°31'36.58"E N37°28'23.42"W N90°00'00.00"W S00°00'00.00"E N90°00'00.00"W N00°00'00.00"E N90°00'00.00"W LINE TABLE LINE L256 L257 L258 L259 L260 L261 L262 L263 L264 L265 L266 L267 L268 L269 L270 L271 L272 L273 L274 L275 L276 L277 L278 L279 L280 L281 L282 L283 L284 L285 L286 LENGTH 22.48' 12.00' 14.00' 9.66' 14.00' 33.68' 0.46' 7.66' 5.37' 2.89' 12.00' 32.00' 12.00' 0.99' 9.08' 1.97' 14.00' 45.00' 12.00' 10.83' 13.28' 3.96' 10.83' 12.00' 18.16' 12.00' 0.73' 16.87' 0.72' 5.00' 10.04' BEARING S00°01'07.41"E N89°57'51.97"E S89°42'29.31"W S03°51'39.85"E N86°08'20.15"E S03°51'39.85"E N89°45'50.41"W N59°45'50.41"W N89°45'50.41"W N90°00'00.00"W N00°00'00.00"E N90°00'00.00"W S00°00'00.00"E N90°00'00.00"W N37°28'23.42"W N52°31'36.58"E S37°28'23.42"E N52°31'36.58"E N37°28'23.42"W S37°28'23.42"E N52°31'36.58"E N52°31'36.58"E N37°28'23.42"W S89°34'56.49"W S00°01'07.41"E N89°58'52.59"E S00°01'07.41"E S48°18'52.70"E N90°00'00.00"E S70°09'14.34"E S69°59'10.27"E CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 C47 C48 C49 C50 C51 C52 C53 C54 C55 C56 C57 C58 C59 C60 C61 C62 C63 C64 C65 C66 C67 C68 C69 C70 C71 C72 C73 C74 C75 C76 C77 C78 C79 C80 C81 C82 C83 C84 C85 DELTA 37°44'10" 45°00'00" 45°00'00" 94°08'03" 8°26'22" 90°00'00" 90°00'00" 12°51'59" 90°34'44" 90°34'44" 0°27'03" 12°51'59" 90°38'38" 81°01'41" 98°58'19" 89°59'58" 90°00'00" 95°34'01" 84°58'04" 0°15'55" 89°33'24" 16°01'54" 89°33'32" 0°07'54" 87°25'05" 93°15'19" 16°06'15" 45°00'00" 45°00'00" 45°00'00" 45°00'00" 45°00'00" 45°00'00" 22°07'19" 44°31'52" 47°13'33" 10°32'19" 15°38'48" 90°00'00" 85°10'42" 94°49'17" 10°05'26" 2°17'31" 89°09'12" 0°35'54" 89°09'12" 22°20'43" 89°09'12" 0°52'21" 90°59'37" 0°57'36" 19°04'52" 15°38'48" 90°00'00" 90°00'00" 63°57'38" 86°41'33" 22°43'56" 94°06'07" 9°39'47" 16°26'37" 83°08'34" 0°15'22" 93°03'38" 86°46'28" 0°02'39" 89°28'28" 90°28'44" 0°30'57" 90°28'44" 95°26'02" 0°09'17" 83°52'24" 95°48'44" 90°20'48" 15°08'23" 95°09'02" 90°00'00" 8°05'10" 88°46'10" 45°00'00" 45°00'00" 45°00'00" 45°00'00" 90°00'00" RADIUS 299.00' 5.00' 5.00' 15.00' 434.00' 3.00' 3.00' 285.00' 3.00' 3.00' 300.00' 285.00' 3.00' 3.00' 1.00' 3.00' 15.00' 15.00' 9.00' 386.00' 3.00' 403.00' 3.00' 386.00' 9.00' 15.00' 434.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 251.00' 5.00' 5.00' 259.00' 259.00' 15.00' 25.00' 3.00' 217.00' 217.00' 3.00' 200.00' 3.00' 217.00' 3.00' 200.00' 3.00' 176.00' 159.00' 159.00' 3.00' 3.00' 66.00' 3.00' 49.00' 15.00' 100.00' 297.00' 20.00' 362.00' 10.00' 10.00' 324.00' 3.00' 3.00' 362.00' 3.00' 3.00' 324.00' 10.00' 10.00' 20.00' 253.00' 15.00' 15.00' 291.00' 20.00' 5.00' 5.00' 5.00' 5.00' 15.00' LENGTH 196.93' 3.93' 3.93' 24.64' 63.93' 4.71' 4.71' 64.00' 4.74' 4.74' 2.36' 64.00' 4.75' 4.24' 1.73' 4.71' 23.56' 25.02' 13.35' 1.79' 4.69' 112.76' 4.69' 0.89' 13.73' 24.41' 121.98' 3.93' 3.93' 3.93' 3.93' 3.93' 3.93' 96.91' 3.89' 4.12' 47.64' 70.73' 23.56' 37.17' 4.96' 38.22' 8.68' 4.67' 2.09' 4.67' 84.63' 4.67' 3.05' 4.76' 2.95' 52.95' 43.42' 4.71' 4.71' 73.68' 4.54' 19.44' 24.64' 16.87' 85.24' 29.02' 1.62' 16.24' 15.14' 0.25' 4.68' 4.74' 3.26' 4.74' 5.00' 0.87' 14.64' 16.72' 31.54' 66.85' 24.91' 23.56' 41.07' 30.99' 3.93' 3.93' 3.93' 3.93' 23.56' BEARING S71°22'05"W S30°00'00"W S30°00'00"W N71°59'37"W S56°43'11"W N20°04'25"E N69°55'35"W S68°26'53"W N58°47'59"W S30°10'15"W S75°41'08"W S82°55'22"W S44°40'41"W S49°29'09"E S40°30'51"W S45°00'01"E S45°00'00"W N47°47'01"W N42°29'02"E N84°50'07"E S50°31'09"E N76°14'41"E N23°00'27"E N67°43'16"E S68°38'08"E S21°42'04"W S76°22'51"W N67°30'00"W N67°30'00"W S67°30'00"W S67°30'00"W N67°30'00"W N67°30'00"W N78°56'21"W S89°51'23"W N88°47'47"W N59°54'51"W N46°49'17"W N06°00'07"E S86°24'31"E S03°35'28"W S44°02'36"E S50°14'05"E N85°29'17"E S50°14'05"E S05°57'26"E S62°33'11"E N60°51'03"E S75°00'32"E N29°13'22"W N75°11'58"W N64°11'07"W N46°49'17"W N83°59'53"W N06°00'07"E N70°58'42"W S30°23'16"W S62°22'05"W N81°56'50"W N39°43'40"W N52°46'52"W N19°25'53"W S68°15'44"W S21°36'13"W S68°18'49"E N68°19'16"E N23°36'22"E N66°22'14"W S83°55'47"W S38°25'56"W S54°31'27"E N83°47'45"E N41°56'12"E N47°54'22"W N74°52'24"E S52°23'00"E S03°25'36"W S83°59'53"E S43°02'28"E S02°41'58"E S64°11'07"W S64°11'07"W S19°11'07"W S19°11'07"W S86°41'07"W CHORD 193.39' 3.83' 3.83' 21.96' 63.87' 4.24' 4.24' 63.87' 4.26' 4.26' 2.36' 63.87' 4.27' 3.90' 1.52' 4.24' 21.21' 22.22' 12.16' 1.79' 4.23' 112.39' 4.23' 0.89' 12.44' 21.81' 121.58' 3.83' 3.83' 3.83' 3.83' 3.83' 3.83' 96.31' 3.79' 4.01' 47.57' 70.51' 21.21' 33.84' 4.42' 38.17' 8.68' 4.21' 2.09' 4.21' 84.09' 4.21' 3.05' 4.28' 2.95' 52.71' 43.29' 4.24' 4.24' 69.91' 4.12' 19.31' 21.96' 16.85' 84.95' 26.54' 1.62' 14.51' 13.74' 0.25' 4.22' 4.26' 3.26' 4.26' 4.44' 0.87' 13.37' 14.84' 28.37' 66.66' 22.14' 21.21' 41.03' 27.98' 3.83' 3.83' 3.83' 3.83' 21.21' CURVE TABLE CURVE C86 C87 C88 C89 C90 C91 C92 C93 C94 C95 C96 C97 C98 C99 C100 C101 C102 C103 C104 C105 C106 C107 C108 C109 C110 C111 C112 C113 C114 C115 C116 C117 C118 C119 C120 C121 C122 C123 C124 C125 C126 C127 C128 C129 C130 C131 C132 C133 C134 C135 C136 C137 C138 C139 C140 C141 C142 C143 C143 C144 C145 C146 C147 C148 C149 C150 C151 C152 C153 C154 C155 C156 C157 C158 C159 C160 C161 C162 C163 C164 C165 C166 C167 C168 C169 DELTA 90°00'00" 45°00'00" 45°00'00" 45°00'00" 45°00'00" 90°00'00" 90°00'00" 45°00'00" 46°47'15" 12°24'37" 82°26'13" 82°00'01" 13°06'49" 44°36'42" 45°41'45" 90°00'00" 45°00'00" 45°00'00" 41°41'07" 48°18'53" 18°34'24" 45°38'17" 42°20'10" 2°19'28" 72°30'52" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 65°23'50" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 65°03'47" 69°56'13" 45°00'00" 45°00'00" 69°36'10" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 45°00'00" 45°00'00" 45°00'00" 45°00'00" 90°00'00" 90°00'00" 45°00'00" 45°00'00" 41°41'07" 90°00'00" 48°18'53" 41°41'07" 45°00'00" 45°00'00" 90°00'00" 45°00'00" 45°00'00" 45°00'00" 45°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 41°41'07" 90°00'00" 90°00'00" 69°50'47" 86°29'24" 8°34'52" 86°29'24" 94°33'07" 90°00'00" 90°00'00" 41°41'07" 90°00'00" 90°00'00" 90°00'00" RADIUS 15.00' 5.00' 5.00' 5.00' 5.00' 15.00' 15.00' 5.00' 5.00' 299.00' 20.00' 64.00' 251.00' 5.00' 5.00' 20.00' 5.00' 5.00' 181.00' 181.00' 181.00' 5.00' 5.00' 175.00' 15.00' 3.00' 3.00' 3.00' 3.00' 15.00' 15.00' 5.00' 3.00' 3.00' 5.00' 15.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 3.00' 3.00' 3.00' 3.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 20.00' 20.00' 5.00' 5.00' 149.00' 3.00' 149.00' 149.00' 5.00' 5.00' 20.00' 5.00' 5.00' 5.00' 5.00' 15.00' 3.00' 3.00' 3.00' 166.00' 3.00' 3.00' 63.00' 3.00' 46.00' 3.00' 61.00' 3.00' 3.00' 42.00' 3.00' 3.00' 3.00' LENGTH 23.56' 3.93' 3.93' 3.93' 3.93' 23.56' 23.56' 3.93' 4.08' 64.76' 28.78' 91.60' 57.45' 3.89' 3.99' 31.42' 3.93' 3.93' 131.69' 152.63' 58.67' 3.98' 3.69' 7.10' 18.98' 4.71' 4.71' 4.71' 4.71' 23.56' 17.12' 7.85' 4.71' 4.71' 7.85' 17.03' 6.10' 3.93' 3.93' 6.07' 7.85' 7.85' 4.71' 4.71' 4.71' 4.71' 7.85' 7.85' 3.93' 3.93' 3.93' 3.93' 31.42' 31.42' 3.93' 3.93' 108.40' 4.71' 125.64' 108.40' 3.93' 3.93' 31.42' 3.93' 3.93' 3.93' 3.93' 23.56' 4.71' 4.71' 4.71' 120.77' 4.71' 4.71' 76.80' 4.53' 6.89' 4.53' 100.66' 4.71' 4.71' 30.56' 4.71' 4.71' 4.71' BEARING S03°18'53"E S64°11'07"W S64°11'07"W S19°11'07"W S19°11'07"W S86°41'07"W N03°18'53"W N64°11'07"E N63°17'30"E N33°41'34"E N68°42'22"E S68°29'16"W S34°02'40"W S18°17'43"W S18°50'15"W S86°41'07"W N25°48'53"W N25°48'53"W N69°09'26"W S65°50'34"W S32°23'55"W S00°17'34"W S01°21'29"E S18°38'52"W S53°44'34"W N44°59'54"W S45°00'00"W S45°00'00"E N45°00'00"E S45°00'00"E N57°18'05"E S45°00'00"E S45°00'00"W S45°00'00"E S45°00'00"W N57°28'07"W N10°01'53"E N22°30'00"E N22°30'00"W N10°11'55"W S45°00'00"W N45°00'00"W N45°00'00"E S45°00'00"E S45°00'00"W N45°00'00"W N45°00'00"E S45°00'00"E S22°30'00"W S22°30'00"W S22°30'00"E S22°30'00"E S45°00'00"W S45°00'00"E S22°30'00"W S22°30'00"W S20°50'34"W N45°00'00"W S65°50'34"W N69°09'26"W N70°48'53"W N70°48'53"W N03°18'53"W N64°11'07"E N64°11'07"E N19°11'07"E N19°11'07"E N86°41'07"E S03°18'53"E S86°41'07"W N03°18'53"W S69°09'26"E N45°00'00"E S45°00'00"E N55°04'36"E N26°36'06"W N12°21'10"E N51°18'26"E N42°43'26"W S45°00'00"W N45°00'00"W N69°09'26"W S86°41'07"W N03°18'53"W S86°41'07"W CHORD 21.21' 3.83' 3.83' 3.83' 3.83' 21.21' 21.21' 3.83' 3.97' 64.64' 26.36' 83.98' 57.32' 3.80' 3.88' 28.28' 3.83' 3.83' 128.80' 148.15' 58.42' 3.88' 3.61' 7.10' 17.74' 4.24' 4.24' 4.24' 4.24' 21.21' 16.21' 7.07' 4.24' 4.24' 7.07' 16.13' 5.73' 3.83' 3.83' 5.71' 7.07' 7.07' 4.24' 4.24' 4.24' 4.24' 7.07' 7.07' 3.83' 3.83' 3.83' 3.83' 28.28' 28.28' 3.83' 3.83' 106.03' 4.24' 121.95' 106.03' 3.83' 3.83' 28.28' 3.83' 3.83' 3.83' 3.83' 21.21' 4.24' 4.24' 4.24' 118.13' 4.24' 4.24' 72.13' 4.11' 6.88' 4.11' 89.62' 4.24' 4.24' 29.89' 4.24' 4.24' 4.24' CURVE TABLE CURVE C170 C171 C172 C173 C174 C175 C176 C177 C178 C178 C179 C180 C181 C182 C183 C184 C185 C186 C187 C188 C189 C190 C191 C192 C193 C194 C195 C196 C197 C198 C199 C200 C201 C202 C203 C204 C205 C206 C207 C208 C210 C211 C212 C213 C214 C215 C216 C217 C218 C219 C220 C221 C222 C223 C224 C225 C226 C227 C228 C229 C230 C231 C232 C233 C234 C235 C236 C237 C238 C239 C240 C241 C242 C243 C244 C245 C246 C247 C248 C249 C250 C251 C252 C253 C254 DELTA 90°00'00" 90°00'00" 90°00'00" 90°00'00" 100°10'07" 169°49'53" 90°00'00" 90°00'00" 0°32'43" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 45°00'00" 45°00'00" 45°00'00" 45°00'00" 77°29'54" 43°10'09" 45°24'08" 22°14'12" 4°00'29" 45°09'38" 45°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 85°14'55" 86°29'24" 6°15'34" 86°29'24" 85°15'05" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 165°06'13" 90°00'00" 101°26'20" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 45°00'00" 45°00'00" 37°30'00" 45°00'00" 45°00'00" 27°17'09" 96°21'11" 90°44'48" 1°40'47" 94°04'41" 78°12'42" 15°29'40" 87°21'17" 90°00'00" 52°31'37" 90°00'00" 90°00'00" 90°01'07" 89°54'53" 3°34'09" 0°05'08" 89°54'53" 90°00'00" 94°05'49" 30°00'00" 30°00'00" 90°01'07" 90°00'00" 90°00'00" 52°31'37" 90°00'00" 90°00'00" 90°00'00" 126°45'55" 0°12'13" 90°05'12" RADIUS 3.00' 10.00' 15.00' 3.00' 3.00' 19.00' 3.00' 3.00' 291.00' 3.00' 3.00' 3.00' 15.00' 3.00' 3.00' 10.00' 5.00' 5.00' 5.00' 5.00' 20.00' 3.00' 5.00' 299.00' 299.00' 5.00' 5.00' 15.00' 10.00' 3.00' 3.00' 3.00' 3.00' 61.07' 3.00' 46.00' 3.00' 63.07' 3.00' 3.00' 3.00' 15.00' 19.02' 3.00' 3.00' 3.00' 15.00' 5.00' 3.00' 5.00' 5.00' 474.00' 5.00' 5.00' 259.00' 15.00' 2.98' 1971.00' 3.00' 15.00' 79.00' 3.00' 3.00' 57.00' 3.00' 3.00' 52.00' 3.00' 2029.00' 2012.00' 3.00' 3.00' 15.00' 20.00' 20.00' 13.00' 3.00' 3.00' 18.00' 8.00' 3.00' 3.00' 10.00' 1988.00' 3.00' LENGTH 4.71' 15.71' 23.56' 4.71' 5.24' 56.32' 4.71' 4.71' 2.77' 4.71' 4.71' 4.71' 23.56' 4.71' 4.71' 15.71' 3.93' 3.93' 3.93' 3.93' 27.05' 2.26' 3.96' 116.04' 20.92' 3.94' 3.93' 23.56' 15.71' 4.71' 4.71' 4.71' 4.71' 90.86' 4.53' 5.03' 4.53' 93.84' 4.71' 4.71' 4.71' 23.56' 54.82' 4.71' 5.31' 4.71' 23.56' 7.85' 4.71' 3.93' 3.93' 310.23' 3.93' 3.93' 123.34' 25.23' 4.72' 57.78' 4.93' 20.48' 21.36' 4.57' 4.71' 52.26' 4.71' 4.71' 81.70' 4.71' 126.40' 3.01' 4.71' 4.71' 24.63' 10.47' 10.47' 20.42' 4.71' 4.71' 16.50' 12.57' 4.71' 4.71' 22.12' 7.07' 4.72' BEARING S03°18'53"E S86°41'07"W N03°18'53"W N45°00'00"E N50°05'04"E S05°05'04"W N45°00'00"W N86°41'07"E S61°05'20"E S03°18'53"E S86°41'07"W N03°18'53"W N86°41'07"E S03°18'53"E S86°41'07"W N03°18'53"W N64°11'07"E N64°11'07"E N19°11'07"E N19°11'07"E N80°26'04"E S39°46'37"E S40°53'37"E S74°42'47"E S87°50'07"E N67°34'49"E N67°30'00"E S45°00'00"E S45°00'00"W N45°00'00"W S45°00'00"W N45°00'00"W N45°00'00"E S40°42'44"E N49°53'05"E N90°00'00"E S49°53'05"E N40°42'38"E S45°00'00"E S45°00'00"W N45°00'00"W N45°00'00"E N86°00'33"W N45°00'00"E S39°16'50"E S45°00'00"E S45°00'00"W N45°00'00"W N45°00'00"E N67°30'00"W N67°30'00"W S71°15'00"W S30°00'00"W S30°00'00"W S66°08'34"W N52°02'15"W N41°08'20"E N03°01'16"W N45°11'04"W N40°57'38"E N60°16'27"E S65°39'21"E N07°31'37"E N63°44'12"W S45°00'00"W N45°00'00"W S44°59'26"W S45°04'42"E S02°04'35"E S00°09'49"E S44°45'03"W S48°51'40"E S43°11'15"W N74°45'50"W N74°45'50"W S44°59'26"W N45°00'00"W S45°00'00"W N63°44'12"W N07°31'37"E S82°28'23"E N07°31'37"E S64°05'26"E S00°36'22"E S44°32'21"W CHORD 4.24' 14.14' 21.21' 4.24' 4.60' 37.85' 4.24' 4.24' 2.77' 4.24' 4.24' 4.24' 21.21' 4.24' 4.24' 14.14' 3.83' 3.83' 3.83' 3.83' 25.04' 2.21' 3.86' 115.32' 20.91' 3.84' 3.83' 21.21' 14.14' 4.24' 4.24' 4.24' 4.24' 82.71' 4.11' 5.02' 4.11' 85.42' 4.24' 4.24' 4.24' 21.21' 37.72' 4.24' 4.64' 4.24' 21.21' 7.07' 4.24' 3.83' 3.83' 304.72' 3.83' 3.83' 122.18' 22.36' 4.24' 57.78' 4.39' 18.92' 21.30' 4.14' 4.24' 50.44' 4.24' 4.24' 73.55' 4.24' 126.38' 3.01' 4.24' 4.24' 21.96' 10.35' 10.35' 18.39' 4.24' 4.24' 15.93' 11.31' 4.24' 4.24' 17.88' 7.07' 4.25' CURVE TABLE CURVE C255 C256 DELTA 0°23'56" 90°00'00" RADIUS 1973.00' 3.00' LENGTH 13.74' 4.71' BEARING S00°13'05"E S45°01'07"E CHORD 13.74' 4.24' POINT TABLE POINT # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 DESC. BLDG 1 BLDG 1 BLDG 2 BLDG 2 BLDG 3 BLDG 3 BLDG 4 BLDG 4 BLDG 5 BLDG 5 BLDG 6 BLDG 6 BLDG 7 BLDG 7 BLDG 8 BLDG 8 BLDG 9 BLDG 9 BLDG 10 BLDG 10 BLDG 11 BLDG 11 BLDG 12 BLDG 12 WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL NORTHING 120818.4163 120923.8198 120741.3399 120846.8078 120912.3601 120912.3601 120912.3643 120912.3643 120912.3601 120912.3601 120912.3643 120912.3643 121022.4519 121022.4519 121025.6977 121199.2810 121267.6475 121397.2809 121426.4634 121426.4634 121392.2568 121277.0387 121095.3626 121024.5403 120772.4772 120779.4534 120806.1086 120833.8227 120833.8227 120832.1124 120820.6091 120966.9987 120985.9339 120978.1769 120931.5263 121435.3570 121435.3570 121435.3570 121435.3570 121435.3570 121435.3570 121435.3570 121435.3570 121429.2386 121402.6952 121371.7156 121365.7302 EASTING 190406.7073 190544.2051 190488.2856 190625.7340 190886.2581 190971.4185 191009.2580 191182.5080 191220.3476 191305.5081 191395.0081 191568.2581 191219.8476 191305.0081 191398.2997 191398.2997 191410.0639 191525.5037 191594.2674 191767.8508 191827.5884 191956.9729 191803.6145 191740.5466 190803.9840 190844.2673 190896.9132 190965.7112 191249.3206 191267.6662 191327.7786 190477.9053 190502.6061 190528.6288 190564.3904 191624.5591 191632.0591 191641.0591 191648.5591 191713.5765 191721.0591 191730.0591 191740.9253 191778.3555 191824.8886 191859.6773 191866.3986 POINT TABLE POINT # 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 DESC. WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL NORTHING 121360.7424 121317.5148 121312.5270 121306.5417 121277.6679 120681.9794 120712.0770 120679.7827 120688.9703 120881.5298 120813.1848 120902.5460 120951.5214 121107.5428 121112.4390 121130.8602 121160.3855 121161.7285 121207.2157 121162.8325 121206.2338 121192.8836 121167.9979 121099.3433 121083.8793 121039.8122 120999.2675 120992.1083 121023.6169 121016.1007 121034.1486 120836.5727 120918.5063 120920.9060 120675.6115 120679.3900 120678.2289 120700.8536 120798.5250 120810.4344 120827.0727 120820.0727 120820.0727 120815.0988 120827.0727 120825.4787 120807.0261 EASTING 191871.9997 191920.5422 191926.1433 191932.8645 191965.2885 190513.3102 190490.1931 190530.0559 190542.0178 190361.6558 190365.6360 190400.3332 190464.2211 191834.5455 191791.9568 191808.3612 191775.2057 191774.4494 191723.3694 191764.1876 191715.4500 191659.5071 191637.3025 191620.2076 191637.5729 191604.3564 191649.8862 191669.6676 191697.7264 191706.1667 191722.2385 191585.3554 191585.3554 191552.3294 190531.1757 190536.0951 190511.1472 190493.7698 190898.6582 190926.2746 190965.7112 190965.7112 191074.4153 191097.4353 191199.8420 191216.9399 191315.0485 REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e HC3 LINE, CURVE & POINT TABLES HORIZONTAL CONTROL A. Reese A. Reese N/A Date Date Date Date Da CHECKED AP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R \A1; \A1;\A1;5' \A1;17' \\A1 A1;5' \A1;12' \A1;12' \A1;15' \A1;\A1 15' \A1;15' \A1;\19' A1;19' \A1;12' \A1;12' \A1 \A1; \A1;24' \A1;\24' A1;19' \A1;19' \A1;\24' A1;15' \A1;\2 A1 \A1;1 \A1;24' LOT 2 BLOCK 1 ROLLAND MOORE DR. (TO BE RENAMED) \A1;2 \A1\A1 \A1 \A1; \\A1 A1 PAVILION REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e HC2 HORIZONTAL CONTROL PLAN A. Reese A. Reese 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED PROPOSED RIGHT-OF-WAY NOTES: \px PROPERTY BOUNDARY EXISTING FEMA FLOODWAY EXISTING WETLANDS PROPOSED ENHANCED CROSSWALK PROPOSED RAIN GARDEN EXISTING HORIZONTAL PR CONTROL POINT KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM HC1 HC2 MATCHLINE-SEE SHEET HC1 These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e HC1 HORIZONTAL CONTROL PLAN A. Reese A. Reese 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING RIGHT-OF-WAY LEGEND: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED PROPOSED RIGHT-OF-WAY NOTES: \px PROPERTY BOUNDARY EXISTING FEMA FLOODWAY EXISTING WETLANDS PROPOSED ENHANCED CROSSWALK PROPOSED RAIN GARDEN EXISTING HORIZONTAL PR CONTROL POINT KEYMAP NTS GM EM EM GM GM GM GM GM EM EM EM EM GM EM GM EM GM EM GM EM EM GM EM GM HC1 HC2 MATCHLINE-SEE SHEET HC2 D MH VAULT ELEC VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR F E S F E S F E S F E S F E S F E S CONTROL IRR S VAULT ELEC V.P. V.P. VAULT ELEC W T CONTROL IRR CONTROL CONTROL IRR IRR S S WV WV WV WV WV H Y D V.P. V.P. V.P. V.P. V.P. V.P. V.P. V.P. FOX FOX FOX FOX FOX FOX FOX FOX FOX FOX FOX FOX FOX FOX MW MW MW MW MW MW MW MW MW MW MW MW MW MW MW MW MW S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D H Y D S H Y D S S S S S S F E S \pxq \pxq \pxqc;W \pxqc \pxqc;SU \pxqc;C \pxq \pxqc;CENTRE \pxqc;T NEW MERCER DITCH CENTRE AVENUE ROLLAND MOORE DRIVE GILGALAD WAY GILGALAD WAY HILL POND RD SHIRE CT CHETWOOD CT SHADOWMERE CT WORTHINGTON CIR RESEARCH BLVD NO. 2 NORTHERLAND DRIVE ROLLAND MOORE DRIVE \pxqc;CSU EXISTING LARIMER CANAL MW-18 MW-17 MW-16 MW-14 MW-3 MW-13 MW-2 MW-15 MW-4 MW-8 MW-2 MW-2 MW-11 MW-12 MW-10 MW-9 H Y D WV ELEC WV V.P. S VAULT ELEC VAULT ELEC CONTROL IRR F E S F E S F E S F E S F E S F E S CONTROL IRR S NORTH ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 EX1 & DEMOLITION PLAN EXISTING CONDITIONS N.A. A. Reese 1"=100' CALL 2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R EXISTING ELECTRIC LEGEND: EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES FIELD SURVEY BY: GEOTECHNICAL EXPLORATION BY: Earth NOTES: \px ORIGIN EXISTING SANITARY SEWER EXISTING WATER EXISTING FENCE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY REVIEW Date: No. Revisions: By: DESIGNED BY: DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 60 Sheets 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 11/16/ at ft.collins co t h e EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 EXISTING 100-YR FEMA FLOODWAY EXISTING WETLANDS EXISTING PROPOSED Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL EXISTING MONITORING WELL MW VAULT ELEC H Y D CONTROL IRR H2O G ROLLAND MOORE STUB DEMO PLAN NTS 54.00' S80°49'13"E 169.49' S84°13'16"E 75.34' N85°47'10"E 48.62' S89°20'42"E 106.76' N00°39'18"E 124.64' S70°58'30"W S78°28'27"W S87°21'57"W S57°04'01"W S76°32'00"W 39.82' S76°32'31"W 54.11' S87°16'35"W N76°42'38"W N49°29'33"W 33.86' N38°00'23"W 41.52' N58°27'48"W 36.77' S56°13'17"W 88.75' S85°05'16"W N55°59'37"W 31.08' N72°18'05"W S89°20'42"E 566.07' N68°03'02"E 260.74' 549.94' N00°01'07"W 528.60' NORTH LINE OF THE SW 1/4 S23-7-69 (BASIS OF BEARINGS) S47°10'35"E 62.94' EXCEPTED PARCEL "NOT INCLUDED IN THIS SUBDIVISION" EXCEPTED PARCEL "NOT INCLUDED IN THIS SUBDIVISION" (CSU RESEARCH FOUNDATION) TRACT A CENTRE FOR ADVANCED TECHNOLOGY, 22ND FILING N89°20'42"W 1280.51' 34' 34' ROLLAND MOORE DR. (EXISTING) (REC. NO. 2003-0039527) (SEE NOTE 7) EAST LINE OF THE NW 1/4 S23-7-69 EAST LINE OF THE SW 1/4 S23-7-69 101.48' N88°49'19"W 36.47' 102.14' 100.49' 131.84' 57.13' 79.88' 72.23' 104.27' 67.45' 76.05' 64.24' N88°01'35"W 81.16' CANAL No. 2 LARIMER CANAL No. 2 N70°08'10"W 100-YR FEMA FLOODPLAIN LINE 100-YR FEMA FLOODPLAIN LINE SIGHT DISTANCE EASEMENT 2647.31' S42°49'17"W 20' SANITARY SEWER EASEMENT REC. NO. 88003247 N61°39'52"E 44.70' N08°11'33"E 100-YR FEMA FLOODWAY LINE 100-YR FEMA FLOODWAY LINE 100-YR FEMA FLOODWAY LINE 303.59' N00°39'18"E 54.00' 200.97' N74°48'07"W N86°57'04"W 52.89' S70°39'15"W S65°50'46"W 72.37' 24' EAE SIGHT DISTANCE EASEMENT 24' EAE 24' EAE 9' UE 9' UE \A1;9' UE 9' UE \A1;9' UE 9' UE 24' EAE \A1 SIGHT DISTANCE EASEMENT 9' UE 9' UE \A1 \A1 9' UE 24' EAE \A1 9' UE \A1;2 S61°32'02"W NATIVE PLANT WAY (56.5' ROW) 100-YR FEMA FLOODPLAIN LINE C7 L1 L2 L3 N52°30'00"E 115.82' N90°00'00"E 507.19' N90°00'00"E 196.03' S38°59'53"E 102.58' N00°00'00"E 247.75' N41°41'07"E 122.57' N90°00'00"E 137.03' S48°18'53"E 238.50' N41°41'07"E 474.39' 38.54' N27°29'15"E C18 115.82' 115.82' 467.19' 703.22' L4 L5 159.53' L6 L7 102.58' 102.58' L8 L9 200.75' 200.75' 122.12' 122.12' 136.58' 193.50' 193.50' 136.58' L10 L11 395.91' 464.29' 93.44' 101.21' L12 100.19' 37.00' 37.00' S90°00'00"W 117.89' N37°28'23"W 61.12' N37°28'23"W 74.17' L13 L14 255.34' 146.35' S00°00'00"E 101.15' N90°00'00"W 120.89' S00°00'00"W L15 L16 S37°31'37"E 81.83' N52°28'23"E 181.99' N90°00'00"E 731.01' L17 L18 L19 L20 L21 L22 L23 89.28' C42 C44 C45 N00°04'24"E 109.98' 356.60' 203,174 sq.ft. 4.664 acres LOT 2 LOT 1 BLOCK 1 BLOCK 1 LOT 1 BLOCK 2 TRACT A 167,245 sq.ft. 3.839 acres LOT 1 133,578. sq.ft. 3.066 acres BLOCK 3 OUTLOT B 99,301 sq.ft. 2.279 acres OUTLOT B 99,301 sq.ft. 2.279 acres NATURAL HABITATS BUFFER ZONE (SEE NOTE 6) \A1 NATURAL HABITATS BUFFER ZONE (SEE NOTE 6) NATURAL HABITATS BUFFER ZONE (SEE NOTE 6) \A1;NA NATURAL HABITATS BUFFER ZONE (SEE NOTE 6) NATURAL HABITATS BUFFER ZONE \A1 NATURAL HABITATS BUFFER ZONE EASEMENT OUTLOT A OUTLOT A OUTLOT B DRAINAGE OUTLOT A EASEMENT DRAINAGE OUTLOT A 33,936 sq.ft. 0.779 acres 54,555 sq.ft. 1.252 acres PERENNIAL LANE (70' ROW) DRAINAGE EASEMENT EASEMENT DRAINAGE PORTION OF 30' SANITARY SEWER LINE EASEMENT REC. NO. 97028755 TO BE VACATED BY SEPARATE DOCUMENT S89°40'57"E 243.28' S00°15'48"W 48.20' S30°15'10"W 142.24' S04°43'28"W 66.00' 24' EAE 434,333 sq.ft. 9.970 acres 434,333 sq.ft. 9.970 acres EASEMENT DRAINAGE OUTLOT A UTILITY EASEMENT REC. NO. 96058045 APPROXIMATE CENTERLINE OF WINDTRAIL OUTFALL SWALE (SEE NOTE 9) STORMWATER DRAINAGE EASEMENT (SHADED AREA) REC. NO. 97028757 PORTION OF 30' SANITARY SEWER LINE EASEMENT REC. NO. 97028755 (TO REMAIN) {\Fsim {\Fsimplex| APPROXIMATE CENTERLINE OF WINDTRAIL OUTFALL SWALE (SEE NOTE 9) C1 L24 L25 L26 L27 L28 L29 L30 L32 L33 L31 L34 L35 C61 C62 113.55' 110.58' 99.83' L36 L37 L38 L39 L40 L41 L42 76.91' C36 C69 C70 113.00' 46.53' L43 L44 L45 L46 282.91' 113.00' L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 L61 L62 C76 37' 37' 26.5' 30' 12' 12' \A130' EAE \A1;30' EAE 26.5' 30' 35' 35' 12' \A115' \A1;1 SIGHT DISTANCE EASEMENT - SEE DETAIL SIGHT DISTANCE EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT ROLLAND MOORE DRIVE (74' ROW) CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C1 17.02' 238.00 4°05'49" 17.02' N88°11'15"E C2 87.30' 2000.00 2°30'04" 87.30' S02°36'38"E C3 46.82' 2000.00 1°20'29" 46.82' S00°41'22"E C4 152.26' 518.00 16°50'28" 151.71' S76°51'18"E C5 116.86' 400.00 16°44'18" 116.44' S60°03'54"E C6 40.46' 513.00 4°31'08" 40.45' S49°26'10"E C7 7.85' 5.00 89°59'52" 7.07' S02°10'39"E C8 258.04' 644.00 22°57'27" 256.32' S31°20'35"W C9 181.12' 275.00 37°44'10" 177.86' N71°22'05"E C10 294.52' 450.00 37°30'00" 289.30' S71°15'00"W C11 169.69' 275.00 35°21'18" 167.01' N72°19'21"W C12 75.10' 275.00 15°38'48" 74.87' N46°49'17"W C13 113.34' 275.00 23°36'55" 112.54' S50°48'21"E C14 120.05' 165.00 41°41'07" 117.42' S20°50'34"W C15 138.29' 164.00 48°18'53" 134.23' S65°50'34"W C16 120.05' 165.00 41°41'07" 117.42' N69°09'26"W C17 68.14' 275.00 14°11'52" 67.97' N34°35'11"E C18 2.19' 42.00 2°59'17" 2.19' S28°58'54"W C19 205.49' 312.00 37°44'10" 201.79' N71°22'05"E C20 156.75' 238.00 37°44'10" 153.93' N71°22'05"E C21 318.74' 487.00 37°30'00" 313.08' S71°15'00"W C22 270.31' 413.00 37°30'00" 265.51' S71°15'00"W C23 211.86' 238.00 51°00'07" 204.93' N64°29'57"W C24 150.92' 312.00 27°42'55" 149.45' N76°08'32"W C25 36.05' 312.00 6°37'12" 36.03' N42°18'29"W C26 88.29' 238.00 21°15'14" 87.78' S49°37'30"E C27 120.49' 312.00 22°07'36" 119.74' S50°03'41"E C28 76.82' 310.00 14°11'52" 76.62' N34°35'11"E C29 58.01' 240.00 13°50'58" 57.87' N34°24'44"E C30 47.08' 644.00 4°11'20" 47.07' S23°56'45"W C31 47.02' 644.00 4°10'58" 47.00' S28°07'54"W C32 36.19' 518.00 4°00'09" 36.18' N76°48'53"W C33 42.44' 518.00 4°41'38" 42.42' N72°27'59"W C34 57.30' 62.50 52°31'37" 55.31' N63°44'12"W C35 25.72' 487.00 3°01'33" 25.72' S54°00'47"W C36 18.11' 195.00 5°19'21" 18.11' S02°39'41"W C37 138.62' 280.00 28°21'58" 137.21' S76°11'53"W C38 81.75' 154.00 30°24'58" 80.80' N54°12'22"W C39 111.53' 71.00 90°00'00" 100.41' S83°59'53"E C40 155.33' 312.00 28°31'32" 153.74' N75°58'23"E C41 50.15' 312.00 9°12'37" 50.10' N57°06'19"E C42 6.35' 312.00 1°09'55" 6.35' S39°34'51"E C43 114.14' 312.00 20°57'41" 113.51' S50°38'39"E C44 22.33' 644.00 1°59'13" 22.33' S20°51'28"W C45 15.23' 518.00 1°41'06" 15.23' N69°16'37"W C46 141.61' 644.00 12°35'55" 141.32' S36°31'21"W C47 78.16' 195.00 22°57'50" 77.63' S30°12'12"W C48 58.40' 518.00 6°27'35" 58.37' N82°02'44"W C49 293.02' 487.00 34°28'27" 288.62' S72°45'47"W C50 39.28' 25.00 90°01'07" 35.36' S44°59'26"W C51 27.50' 30.00 52°31'37" 26.55' N63°44'12"W C52 31.42' 20.00 90°00'00" 28.28' N07°31'37"E C53 31.51' 50.00 36°06'47" 31.00' N70°35'00"E C54 75.42' 413.00 10°27'48" 75.32' S57°43'54"W C55 24.00' 413.00 3°19'48" 24.00' S64°37'42"W C56 111.85' 413.00 15°31'00" 111.51' S74°03'07"W C57 33.37' 413.00 4°37'46" 33.36' S84°07'30"W C58 24.02' 413.00 3°19'55" 24.01' S88°06'20"W C59 106.55' 325.55 18°45'07" 106.07' S76°33'47"W C60 144.13' 301.55 27°23'08" 142.76' S76°29'12"W C61 31.31' 238.00 7°32'18" 31.29' N82°22'11"E C62 1.65' 413.00 0°13'43" 1.65' S89°53'09"W C63 100.77' 138.50 41°41'07" 98.56' S20°50'34"W C64 116.79' 138.50 48°18'53" 113.36' S65°50'34"W C65 100.77' 138.50 41°41'07" 98.56' N69°09'26"W C66 141.87' 195.00 41°41'07" 138.76' N69°09'26"W C67 164.43' 195.00 48°18'53" 159.60' S65°50'34"W C68 141.87' 195.00 41°41'07" 138.76' S20°50'34"W C69 24.31' 195.00 7°08'32" 24.29' S08°53'37"W C70 21.29' 195.00 6°15'24" 21.28' S15°35'35"W C71 C72 50.20' 69.00 41°41'07" 49.10' N69°09'26"W C73 102.10' 32.50 180°00'00" 65.00' S00°00'00"E C74 97.49' 134.00 41°41'07" 95.36' N69°09'26"W C75 62.18' 238.00 14°58'06" 62.00' N82°30'57"W C76 38.77' 25.01 88°49'33" 35.00' S83°25'10"E C77 127.22' 200.00 36°26'49" 125.09' N57°13'18"W C78 112.67' 176.12 36°39'19" 110.76' N57°20'20"W C79 76.47' 49.00 89°24'29" 68.94' S83°42'15"E CURVE LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C80 59.69' 19.00 180°00'00" 38.00' S00°00'00"E C81 144.51' 46.00 180°00'00" 92.00' S00°00'00"E 102.10' 32.50 180°00'00" 65.00' N90°00'00"W L63 L64 L65 SIGHT DISTANCE EASEMENT LINE TABLE LINE LENGTH BEARING L1 40.94 S89°45'50"E L2 40.77 S89°45'50"E L3 41.10 N89°45'50"W L4 14.14 S45°00'00"W L5 14.14 S45°00'00"E L6 16.03 N80°16'17"E L7 14.36 N02°26'10"W L8 14.30 S74°08'13"W L9 14.88 S19°53'40"E L10 14.14 S86°40'22"W L11 14.14 N03°18'53"W L12 10.91 N66°19'13"E L13 26.74 N73°24'05"W L14 30.87 S52°31'37"W L15 11.20 S45°00'00"E L16 25.36 N45°00'00"E L17 16.47 S82°31'37"E L18 24.14 S24°55'35"E L19 33.58 S82°15'23"E L20 29.44 N56°18'12"E L21 22.84 N00°00'00"E L22 37.93 S38°59'53"E L23 13.06 N51°00'07"E L24 41.65 S03°51'40"E L25 21.88 S00°01'07"E L26 41.88 N90°00'00"W L27 9.08 N37°28'23"W L28 59.23 N52°31'37"E L29 15.69 S88°38'24"W L30 112.17 N24°55'35"W L31 88.34 N24°55'35"W L32 89.52 S00°00'00"E L33 113.50 S00°00'00"E L34 131.87 S72°37'27"W L35 109.70 N65°16'57"E L36 108.00 N90°00'00"E L37 143.00 S00°00'00"E L38 112.60 S90°00'00"W L39 84.84 S90°00'00"W L40 95.00 S00°00'00"E L41 84.00 N90°00'00"E L42 24.00 N00°00'00"E L43 L44 L45 L46 L47 37.00 N48°18'53"W L48 65.00 N41°41'07"E L49 121.38 S48°18'53"E L50 36.65 N90°00'00"E L51 36.65 N90°00'00"W L52 121.38 N48°18'53"W L53 181.34 N53°32'28"W L54 35.53 S38°59'53"E L55 27.40 S38°59'53"E L56 24.00 S38°59'53"E L57 15.65 S38°59'53"E L58 13.50 S51°00'07"W L59 37.93 N38°59'53"W L60 24.01 S16°16'27"W L61 37.93 S38°59'53"E L62 13.50 N51°00'07"E LINE LENGTH BEARING L63 2.65 S19°53'40"E L64 24.40 N22°50'07"E L65 2.57 N70°08'10"W 39.00 N00°00'00"E 120.45 N00°00'00"E 120.45 S00°00'00"W 65.00 S90°00'00"E PARCEL LOT 1-BLOCK 1 CSURF CITY OF FORT COLLINS AREA OWNED BY LOT 2-BLOCK 1 LOT 1-BLOCK 2 TRACT A OUTLOT A OUTLOT B ROW TOTAL LOT 1-BLOCK 3 54,555 S.F. 33,936 S.F. 203,174 S.F. 133,578 S.F. 167,245 S.F. 434,335 S.F. 99,301 S.F. 238,311 S.F. 1,364,435 S.F. 1.3 AC. 0.8 AC. 4.7 AC. 3.1 AC. 3.8 AC. 10.0 AC. 2.3 AC. 5.5 AC. 31.32 AC. CSURF CSURF CSURF CSURF CSURF CSURF REVIEW CLIENT DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 2 Sheets PLAT OF THE GROVE AT FORT COLLINS PLAT OF THE GROVE AT FORT COLLINS PLAT OF THE GROVE AT FORT COLLINS NOTICE: RANGE: {\fArial|b0|i0| TOWNSHIP: SECTION: 200 South College Avenue, Suite 10 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com NORTH 80 80 80 160 240 ( IN FEET ) 1 inch = ft. 0 Feet 2 SECTION 23, T 7 N, R 69 W CITY OF FORT COLLINS, COLORADO L. Smith 1"=80' 23 7 N 69 W of the 6th PM PLAT OF THE GROVE AT FORT COLLINS BEING A REPLAT OF A PORTION OF TRACT C, WINDTRAIL TOWNHOMES P.U.D., FIRST REPLAT; A REPLAT OF A PORTION OF LOT 1, CENTRE FOR ADVANCED TECHNOLOGY P.U.D., NINTH FILING AND A TRACT OF LAND LOCATED IN SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NORTH QUARTER CORNER SECTION 23, T7N, R69W FND 2-1/2" AC, LS 17497 SOUTH QUARTER CORNER SECTION 23, T7N, R69W FND 3-1/4" AC, LS 20123 (US SURVEY FEET) WEST QUARTER CORNER SECTION 23, T7N, R69W FND 2-1/2" AC, LS 14823 POINT OF BEGINNING LEGEND PLATTED BOUNDARY LINE CENTERLINE UTILITY EASEMENT LINE LOT LINE EXISTING RIGHT-OF-WAY SECTION CORNER FOUND CORNER AS DESCRIBED RIGHT-OF-WAY SECTION LINE SET #4 REBAR WITH PLASTIC CAP, LS 14823 UE UTILITY EASEMENT EAE EMERGENCY ACCESS EASEMENT SIGHT DISTANCE EASEMENT DETAIL NATURAL HABITATS BUFFER LINE FLOODPLAIN LINE 100-YR FEMA FLOODWAY LINE Rutgers Ave Vasser Ave Loyola Remington St Spring Park Dr Parker Rolland Moore Rolland Moore Centre Ave PROSPECT STREET SHIELDS ST. REVIEW CLIENT DRAWN BY: SCALE: PROJ DATE:\P Sheet Of 2 Sheets PLAT OF THE GROVE AT FORT COLLINS PLAT OF THE GROVE AT FORT COLLINS PLAT OF THE GROVE AT FORT COLLINS NOTICE: RANGE: {\fArial|b0|i0| TOWNSHIP: SECTION: 200 South College Avenue, Suite 10 Fort Collins, Colorado 80524 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com N VICIN 1" = 1000' 1 SECTION 23, T 7 N, R 69 W CITY OF FORT COLLINS, COLORADO L. Smith N.A. 23 7 N 69 W of the 6th PM MAINTENANCE GUARANTEE: The undersigned hereby warrants and guarantees to the City of Fort Collins, for a period of two (2) years from the date of completion and first acceptance by the city of the improvements warranted hereunder, the full and complete maintenance and repair of the improvements constructed under the authority of this Plat. This warranty and guarantee is made in accordance with the City of Fort Collins Land Use Code and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other appurtenant structures and amenities lying within the rights-of-way, easements and other public properties, including, without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair required on utilities shall be coordinated with the owning utility company or department. The undersigned shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety requirements and environmental protection requirements of the city. The undersigned shall also correct and repair, or cause to be corrected and repaired, all damages to said improvements resulting from development-related or building-related activities. In the event the undersigned fails to correct any damages within thirty (30) days after written notice thereof, then said damages may be corrected by the city and all costs and charges billed to and paid by the undersigned. The city shall also have any other remedies available to it as authorized by law. Any damages which occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said period shall remain the responsibility of the undersigned. REPAIR GUARANTEE: In consideration of the approval of this final plat and other valuable consideration, the undersigned does hereby agree to hold the City of Fort Collins, Colorado, harmless for a five (5) year period, commencing upon the date of completion and first acceptance by the city of the improvements constructed under the authority of this plat, from any and all claims, damages, or demands arising on account of the design and construction of public improvements of the property shown herein; and the Owner furthermore commits to make necessary repairs to said public improvements, to include, without limitation, the roads, streets, fills, embankments, ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way, easements and other public properties, resulting from failures caused by design and/or construction defects. This agreement to hold the city harmless includes defects in materials and workmanship, as well as defects caused by or consisting of settling trenches, fills or excavations. Further, the undersigned warrants that he/she owns fee simple title to the property shown hereon and agrees that the City of Fort Collins shall not be liable to the undersigned or his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques and due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have the right to convey said land according to this Plat. The obligations of the undersigned pursuant to the “Maintenance Guarantee” and “Repair Guarantee” provisions set forth above may not be assigned or transferred to any other person or entity unless the warranted improvements are completed by, and a Letter of Acceptance of the warranted improvements is received from the city by, such other person or entity. NOTICE OF OTHER DOCUMENTS: All persons take notice that the Developer and/or Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the Development, the Developer and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and covenants which run with the land. The said documents may also be amended from time to time and may include, without limitation, the Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk of The City of Fort Collins and should be closely examined by all persons interested in purchasing any portion of the Development site. SURVEYOR'S STATEMENT I, Gerald D. Gilliland, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from an actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the forgoing plat is an accurate representation thereof, all this to the best of my knowledge, information and belief. . Gerald D. Gilliland Colorado Registered Professional Land Surveyor No. 14823 CERTIFICATE OF DEDICATION: The undersigned does hereby dedicate and convey to the City of Fort Collins, Colorado, for public use, forever, the streets and easements as laid out and designated on this Plat; provided, however, that (1) acceptance by the city of this dedication of easements does not impose upon the city a duty to maintain the easements so dedicated, and (2) acceptance by the city of this dedication of streets does not impose upon the city a duty to maintain streets so dedicated until such time as the provisions of the Maintenance Guarantee have been fully satisfied. ATTORNEY'S CERTIFICATION I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me through reasonable inquiry and is limited as authorized by other information discovered by me through reasonable inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code. Attorney:___________________________________________ Address:___________________________________________ Registration No.:_____________________________________ NOTICE ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. APPROVED AS TO FORM, CITY ENGINEER By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____. ____________________________________________________ City Engineer PLANNING APPROVAL By the Director of Planning the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____. ____________________________________________________ Director of Planning NOTES: 1) All existing platted easements affected by this plat are vacated and rededicated as shown hereon. 2) The Basis of Bearings is the North line of the Southwest Quarter, Section 23, Township 7 North, Range 69 West of the 6th P.M. as bearing North 89°20'42" West (assumed bearing). 3) All information regarding easements, right-of-way or title of record, Northern Engineering relied upon Title Commitment NBU No. 21121935 (Local No. F231448) prepared by Chicago Title Insurance Company dated October 13, 2011. 4) According to FEMA FIRM Panel No. 08069C0987F, effective date of December 19, 2006, portions of this property are located in the 100-year flood fringe and floodway of Spring Creek, and are subject to the requirements of Chapter 10 of City Code. a. No storage of materials or equipment shall be allowed in the floodway, whether temporary (during construction) or permanent. b. An approved floodplain use permit is required for each structure and each site construction element (detention ponds, bike paths, parking lot, utilities, etc.) in the floodplain prior to mobilization. c. A FEMA Elevation Certificate shall be completed and approved before the Certificate of Occupancy is issued for any structure in the floodplain. d. No-Rise Certification is required for all site work, including landscaping, within the floodway. Re-certification of no-rise is required for as-built conditions. e. Critical Facilities are not allowed in the floodplain. 5) FEMA Benchmark: City of Fort Collins Benchmark number 14-97, NGVD 1929, (unadjusted) elevation = 5048.58 6) See Section 3.4.1 (E) of the Land Use Code for allowable uses within the Natural Habitats Buffer Zone. 7) The existing Rolland Moore Drive shall be renamed upon completion and acceptance of the new Rolland Moore Drive. 8) No basements are allowed for any residential structure within the Grove at Fort Collins subdivision. 9) The Homeowners Association(s) for Windtrail P.U.D., Windtrail Park P.U.D., Windtrail on Spring Creek P.U.D., and Windtrail Townhomes P.U.D. have sole responsibility for the maintenance of the channel, per previously approved Plats and Utility Plans of record. OWNER: Colorado State University Research Foundation, a Colorado non-profit corporation BY:_________________________________ STATE OF COLORADO ) )SS COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by _____________________________________________, Colorado State University Research Foundation, a Colorado non-profit corporation Witness my hand and official seal My commission expires: ________________ _______________________________ Notary Public PLAT OF THE GROVE AT FORT COLLINS BEING A REPLAT OF A PORTION OF TRACT C, WINDTRAIL TOWNHOMES P.U.D., FIRST REPLAT; A REPLAT OF A PORTION OF LOT 1, CENTRE FOR ADVANCED TECHNOLOGY P.U.D., NINTH FILING AND A TRACT OF LAND LOCATED IN SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SIGHT DISTANCE EASEMENT RESTRICTIONS: Sight Distance Easement - The sight distance easement is an easement required by the City at some street intersections where it is necessary to protect the line of sight for a motorist needing to see approaching traffic and to react safely for merging their vehicle into the traffic flow. The following are requirements for certain objects that may occupy a sight distance easement for level grade: 1. Structures and landscaping within the easement shall not exceed 24 inches in height with the following exceptions: 2. Fences up to 42 inches in height may be allowed as long as they do not obstruct the line of sight for motorists. 3. Deciduous trees may be allowed as long as all branches of the trees are trimmed so that no portion thereof or leaves thereon hang lower than six (6) feet above the ground, and the trees are spaced such that they do not obstruct line of sight for motorists. Deciduous trees with trunks large enough to obstruct line of sight for motorists shall be removed by the owner. For non-level areas these requirements shall be modified to provide the same degree of visibility. SITE STATEMENT OF OWNERSHIP AND SUBDIVISION: Know all men by these presents, that the undersigned, being owners of the following described land: A tract of land located in Section 23, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado being more particularly described as follows: Considering the North line of the Southwest Quarter of said Section 23 as bearing North 89°20'42"West and with all bearings contained herein relative thereto: COMMENCING at the Center Quarter Corner of said Section 23; thence, along the North line of said Southwest Quarter, North 89°20'42" West, 1280.51 feet to the Point of Beginning, said point being the Southwest corner of Tract C, Windtrail Townhomes P.U.D., First Replat; thence along the Westerly and Northerly lines of said Tract C the following 14 courses and distances: North 00°39'18" East, 124.64 feet; thence, North 68°03'02" East, 303.59 feet; thence, North 61°39'52" East, 44.70 feet; thence, South 89°20'42" East, 106.76 feet; thence, North 00°39'18" East, 54.00 feet; thence, North 08°11'33" East, 260.74 feet; thence, North 85°47'10" East, 48.62 feet; thence, South 84°13'16" East, 75.34 feet; thence, South 80°49'13" East, 169.49 feet; thence, South 86°03'27" East, 54.00 feet; thence, South 89°40'57" East, 39.98 feet; thence, North 83°42'36" East, 114.68 feet; thence, North 82°12'31" East, 74.98 feet; thence, South 89°40'57" East, 243.28 feet to a point on the East line of the Northwest Quarter of said Section 23; thence along said East line and the West line of Centre for Advanced Technology 22nd Filing, South 00°15'48" West, 48.20 feet; thence continuing along said West line of said 22nd Filing, South 30°15'10" West, 142.24 feet to the Northwest corner of Right-of-Way Dedication recorded at Reception No. 2003-0039527; thence along the Westerly and Southerly lines of said Reception No. 2003-0039527 the following 7 courses and distances: South 04°43'28" West, 66.00 feet; thence along a non-tangent curve concave to the Southwest having a central angle of 16°50'28" with a radius of 518.00 feet, an arc length of 152.26 feet and the chord of which bears South 76°51'18" East, 151.71 feet; thence along a curve concave to the Southwest having a central angle of 16°44'18" with a radius of 400.00 feet, and arc length of 116.86 feet and the chord of which bears South 60°03'54" East, 116.44 feet; thence, South 51°41'44" East, 33.99 feet; thence along a curve concave to the Southwest having a central angle of 4°31'08" with a radius of 513.00 feet, and arc length of 40.46 feet and the chord of which bears South 49°26'10" East, 40.45 feet; thence, South 47°10'35" East, 62.94 feet; thence along a curve concave to the West having a central angle of 89°59'52" with a radius of 5.00 feet, and arc length of 7.85 feet and the chord of which bears South 02°10'39" East, 7.07 feet to the North right-of-way line of Centre Avenue (Rec. No. 2000043056); thence along said North right-of-way line the following 2 courses and distances: South 42°49'17" West, 549.94 feet; thence along a curve concave to the Southeast having a central angle of 22°57'27" with a radius of 644.00 feet, and arc length of 258.04 feet and the chord of which bears South 31°20'35" West, 256.32 feet; thence, North 70°08'10" West, 200.97 feet; thence, North 72°18'05" West, 81.16 feet; thence, North 55°59'37" West, 31.08 feet; thence, North 88°01'35" West, 64.24 feet; thence, South 85°05'16" West, 76.05 feet; thence, South 56°13'17" West, 88.75 feet; thence, North 58°27'48" West, 36.77 feet; thence, North 38°00'23” West, 41.52 feet; thence, North 49°29'33” West, 33.86 feet; thence, North 76°42'38” West, 67.45 feet; thence, South 87°16'35” West, 104.27 feet; thence, North 74°48'07” West, 72.23 feet; thence, North 86°57'04” West, 79.88 feet; thence, South 76°32'31” West, 54.11 feet; thence, South 61°32'02” West, 52.89 feet; thence, South 76°32'00” West, 39.82 feet; thence, South 70°39'15” West, 57.13 feet; thence, South 65°50'46” West, 131.84 feet; thence, South 57°04'01” West, 72.37 feet; thence, South 87°21'57” West, 100.49 feet; thence, South 78°28'27” West, 102.14 feet; thence, South 70°58'30” West, 36.47 feet; thence, North 88°49'19” West, 101.48 feet to a point on the East line of Care Housing at Windtrail Park P.U.D.; thence along said East line, North 00°01'07” West, 528.60 feet to a point on the North line of the Southwest Quarter of said Section 23; thence along said North line, South 89°20'42" East, 566.07 feet to the Point of Beginning. Containing 1,364,435 square feet or 31.323 acres, more or less (±). Have caused the above described land to be surveyed and subdivided into lots, tracts and streets as shown on this plat to be known as THE GROVE AT FORT COLLINS, subject to all easements and rights-of-way now of record or existing or indicated on this plat. RAIN GARDEN RESTRICTIONS: Rain Garden Restrictions - The rain garden restriction is required by the City in rain gardens where it is necessary to protect the line of sight for a motorist needing to see approaching traffic and to react safely for merging their vehicle into the traffic flow. The following are requirements for certain objects that may occupy a rain garden for level grade: 1. Structures and landscaping within the rain garden shall not exceed 24 inches in height with the following exceptions: 2. Fences up to 42 inches in height may be allowed as long as they do not obstruct the line of sight for motorists. 3. Deciduous trees may be allowed as long as all branches of the trees are trimmed so that no portion thereof or leaves thereon hang lower than six (6) feet above the ground, and the trees are spaced such that they do not obstruct line of sight for motorists. Deciduous trees with trunks large enough to obstruct line of sight for motorists shall be removed by the owner. For non-level areas these requirements shall be modified to provide the same degree of visibility. engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Final Drainage and Erosion Control Report for The Grove at Fort Collins dated November 16, 2011 by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: City of Fort Collins benchmark 14-97 Approximately 100 feet west of the intersection of Centre Ave. and Research Blvd., on the west end of the south headwall on Centre Ave. Elevation=5048.58 City of Fort Collins benchmark 1-93 South Shields St. at the entrance to Rolland Moore Park, on east end of planter on top of curb Elevation=5023.27 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: a. 30 mph design speed and 25 mph posted speed for Rolland Moore Drive. b. 10' travel lanes along Rolland Moore Drive, Native Plant Way, and Perennial Lane. c. 74' right-of-way for Rolland Moore Drive. d. 70' right-of-way for Perennial Lane. e. 56.5' right-of-way for Native Plant Way. f. Curb extensions along Rolland Moore Drive, Native Plant Way, and Perennial Lane near intersections where on-street parking is eliminated. g. Rain gardens within Rolland Moore Drive right-of-way. h. 8' oversized walk/trail within Native Plant Way right-of-way. CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Final Drainage and Erosion Control Report for The Grove at Fort Collins dated November 16, 2011 by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the Fort Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. F. Fox Den Mitigation Notes: 1. Existing fox burrows within the proposed limits of work shall be surveyed in the field by a wildlife professional prior to the start of construction site disturbance. 2. If the den burrows are found to be unoccupied and absent of signs indicating recent use, then the burrows shall be permanently plugged and backfilled. Backfill material and compaction shall be such to prohibit the burrows from being re-excavated by wildlife. 3. If Initial Site Disturbance Occurs Between January and April: a. If the pre-construction field survey finds active fox den burrows within the proposed limits of disturbance, said dens shall be clearly identified and protected. Construction fencing, or similar physical delineation, shall be placed in a 50-foot radius around the burrow to establish a buffer zone. b. The 50-foot buffer zone shall be maintained, and disturbance within the physical setback shall be prohibited, through the end of April or as soon as kits exit the den. 4. If Initial Site Disturbance Occurs Between April and January: a. If the pre-construction field survey finds any active fox den burrows within the proposed limits of disturbance, fox deterrents (coyote urine, mothballs, etc.) shall be placed in the active burrow to discourage fox use. Said burrows will be monitored on a semiweekly basis until the burrow is vacated. b. Once the burrow has been vacated, it can be backfilled according to Note #2, above. CALL 2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R Date Date Date Date Da CHECKED APP BY: Date CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION CONTACT INFORMATION PROJECT TEAM: Ripley Design, Inc. Linda Ripley, ULI, ASLA 401 West Mountain Avenue Fort Collins, Colorado 80521 (970) 224-5828 Campus Crest at Fort Collins, LLC 2100 Rexford Road, Suite 414 Charlotte, NC 28211 (704) 496-2500 GAS----------------- Xcel Energy----------------------------- Len Hilderbrand (970) 225-7848 ELECTRIC-------- City of Fort Collins Light & Power -- Bruce Vogel (970) 224-6157 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Qwest Local Network ------------------ Bill Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities ----------- Roger Buffington (970) 221-6854 WASTEWATER--City of Fort Collins Utilities ----------- Roger Buffington (970) 221-6854 STORMWATER- City of Fort Collins Utilities ----------- Glen Schlueter (970) 221-6700 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. Earth Engineering Company, Inc. Michael Coley, PE 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 PHONE NUMBER Northern Engineering Services, Inc. Nick Haws, PE, LEED AP 200 South College Avenue, Suite 100 Fort Collins, Colorado 80524 (970) 221-4158 Northern Engineering Services, Inc. Gary Gilliland, PLS 200 South College Avenue, Suite 100 Fort Collins, Colorado 80524 (970) 221-4158 N O R T H E RN N O R T H E RN SiteWise, LLC 7000 N. Broadway Building 3, Suite 306 Denver, Colorado 80221 (303) 650-8680 ** The underground utility locates provided by SiteWise, LLC are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. Cedar Creek Associates, Inc. Stephen G. Long & T. Michael Phelan 916 Willshire Avenue Fort Collins, CO 80521 (970) 229-9278 I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins 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 for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: Matt Delich, PE Delich Associates 2272 Glen Haven Drive Loveland, Colorado 80538 (970) 669-2061 Colorado State University Research Foundation (CSURF) Stuart MacMillan P.O. Box 483 Fort Collins, Colorado 80522 (970) 472-0491 PROJECT LOCATION VICINITY MAP NORTH Ŷ land planning Ŷ landscape architecture Ŷ Ŷ urban design Ŷ entitlement Ŷ Applegate Group, Inc. Tom Hatton, PG 1499 West 120th Avenue, Suite 200 Denver, CO 80234 (303) 452-6611 Institute for the Built Environment Colorado State University Josie Plaut, LEED AP 1501 Campus Delivery Fort Collins, CO 80523 (970) 491-5665 BENCHMARK #1: City of Fort Collins Benchmark 14-97 Elevation= 5048.58 BENCHMARK #2: City of Fort Collins Benchmark 1-93 Elevation= 5023.27 Basis of Bearings Basis of Bearings is the North line of the SW 1/4 of Section 23, Township 7 North, Range 69 West of the 6th P.M. as bearing S89°20'42"E (assumed bearing). Northern Engineering Services, Inc NE Project No. 502-001 Date: December 1, 2009 ADDITIONAL FIELD SURVEYS: Northern Engineering Services, Inc Date(s): March 24, 2009 & March 22, 2010 ORIGINAL FIELD SURVEY BY: Earth Engineering, Inc. EEC Project No. 09-01-032 Date: July 10, 2009 Revisions completed December 7, 2010 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: t h e Architectural Energy Corporation Kristen Shewfelt, LEED Homes AP 2540 Frontier Avenue, Suite 100 Boulder, CO 80301 (303) 444-4149 Water Resource Advisors for the West Miller Groundwater Engineering, LLC Calvin D. Miller, PE 2302 Tarragon Lane Fort Collins, CO 80521 (970) 492-5710 SHEET INDEX COVER SHEET PLAT EXISTING CONDITIONS HORIZONTAL CONTROL/PAVING HORIZONTAL CONTROL PLAN HORIZONTAL CONTROL LINE, CURVE & POINT TABLES PAVING, SIGNAGE & STRIPING PLAN GRADING SHEETS OVERALL GRADING PLAN GRADING PLAN UTILITY SHEETS OVERALL UTILITY PLAN UTILITY PLAN ROADWAY SHEETS DRAINAGE EXHIBITS 1-2 HC1-HC2 HC3 PV1-PV2 G1 G2-G6 U1 U2-U6 DR1 GENERAL & CONSTRUCTION NOTES EROSION CONTROL EROSION CONTROL PLAN EROSION CONTROL DETAILS EC1 EC2 SANITARY SEWER LINE A PLAN & PROFILE SS1 SANITARY SEWER LINE B PLAN & PROFILE SS3 STORM DRAIN LINES 1 & 2 PLAN & PROFILE ST1 AD1 AREA DRAIN PLAN CS1 CS2 ROLLAND MOORE DRIVE ROADWAY PLAN & PROFILE R1-R3 NATIVE PLANT WAY ROADWAY PLAN & PROFILE R4-R5 ROLLAND MOORE DRIVE STRIPING & LANE CONFIGURATION R7 EXISTING CONDITIONS & DEMOLITION PLAN EX1 DRAINAGE EXHIBIT SUBDIVISION PLAT (FOR REFERENCE ONLY) DETAIL SHEETS D4 UNDERDRAIN DETAILS SANITARY SEWER LINE A2 D5-D7 STORMWATER DETAILS PLAN & PROFILE SS2 PERENNIAL LANE ROADWAY PLAN & PROFILE R6 R9SECTIONS TYPICAL ROADWAY ROLLAND MOORE DRIVE CROSS SECTIONS XS1-XS2 PERENNIAL LANE STRIPING & LANE CONFIGURATION R8 FLOODPLAIN FLOODPLAIN EXHIBIT STORM DRAIN LINE 1-1 PLAN & PROFILE ST2 STORM DRAIN LINES 3 & 4 PLAN & PROFILE ST3 R10 INTERSECTION DETAILS STORM DRAIN SHEETS UNDERDRAIN LINE 1 PLAN & PROFILE UD1-UD2 UNDERDRAIN LINE 2 PLAN & PROFILE UD3 UNDERDRAIN LINES 3 & 4 PLAN & PROFILE UD4 UNDERDRAIN SHEETS UNDERDRAIN LINES 4A, 4A-1 & 4.1 PLAN & PROFILE UD5 UNDERDRAIN LINE 5 PLAN & PROFILE UD6 D1-D3 UTILITY DETAILS D8-D9 ROADWAY DETAILS D10 RAINGARDEN DETAILS D11 PRIVATE SITE DETAILS