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HomeMy WebLinkAboutTHE LYRIC CINEMA CAFE - FDP - FDP160036 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSJEFFERSON ST. WILLOW ST. LINDEN ST. N. COLLEGE AVE. E. LINCOLN AVE. BUCKINGHAM ST. E. VINE DR. CONIFER ST. LAPORTE AVE. MAPLE AVE. HICKORY ST. HEMLOCK ST. E. WILLOX LN. N. COLLEGE AVE. W. WILLOX LN. City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 UTILITY PLANS FOR LYRIC CINEMA BEING A REPLAT OF LOTS 4-10, 27-34, PARTS OF LOTS 11 & 26, VACATED RIGHT-OF-WAY AND ALLEY, BLOCK 5, RIVERSIDE PARK LOCATED IN THE SOUTHEAST QUARTER OF SECTION 2, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, STATE OF COLORADO AUGUST 2016 CONTACT INFORMATION PROJECT TEAM: Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City 1. All materials, workmanship, and construction of public 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 sanitary sewer, storm sewer, and water line 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 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 Report for Lyric Cinema dated August 24, 2016 by Northern Engineering Services, Inc., shall be followed and implemented. E W W W E E E E E E E E E E E E X X X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU X X X X X G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST TF.O. 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 MH OHU OHU OHU OHU OHU OHU OHU G OHU OHU OHU OHU T VAULT ELEC VAULT ELEC V.P. V.P. D D X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU X X X X X TF.O. X X X X X X X X X X X X X X X X VAULT ELEC VAULT ELEC V.P. V.P. D D S R R W WV WV WV H Y D H Y D WV RD RD RD RD RD RD T T T T 30' UTILITY EASEMENT 33' WIDE ROW 9' WIDE UTILITY EASEMENT PROPOSED MOVIE SCREEN (RE: OWNER) PROPOSED RAISED PLATFORM FOR MOVIE PROJECTOR HOUSING (RE: LANDSCAPE ARCHITECT) PROPOSED RETAINING WALL (RE: ARCHITECT) PROPOSED GREASE INTERCEPTOR (RE: MEP) PRESERVE & PROTECT 6" F 6" F 6" F 6" F 6" F 6" F 6" F 6" F 6" F 6" F 1.5" W 1.5" W 1.5" W 1.5" W 1.5" W 1.5" W 1.5" W 4" SS E E E T T/C T/C T/C T/C T/C CTV CTV CTV CTV CTV CTV CTV CTV CTV C W G G G UD UD UD CO UD UD UD UD UD UD T CTV E E E E RD RD RD RD RD RD W W W E E E E E E E E E E E E X X X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHU OHU OHU OHU OHU OHU OHU OHU X X X X X G G G G G G G X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU X X X X X ST ST ST ST ST ST ST ST ST ST ST ST ST TF.O. X X X X X X X X X X X X X X X X G VAULT ELEC VAULT ELEC D D S R R W WV WV WV H Y D H Y D WV T UD UD UD CO UD UD UD UD UD UD 33' WIDE ROW 30' WIDE UTILITY EASEMENT 15' UTILITY EASEMENT 6:1 RD RD RD RD RD 1.7% 2.0% 2.2% 2.0% OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU X OHU 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 UD UD UD UD UD UD UD CO UD UD UD UD UD UD UD UD UD UD UD UD UD UD 33' WIDE ROW MATCHLINE SHEET C402 6:1 9' WIDE UTILITY EASEMENT RD PROPOSED FES INV OUT: 4972.67 1.7% 2.0% 1.7% 2.0% 2.0% 4.4% 8.2% 3.0% 2.6% 4.1% 2.0% 3.0% 4.3% 4:1 1:1 1:1 1:1 4:1 4:1 4:1 4:1 0.6% 2.0% 2.3% 2.0% 1.7% 2.0% 2.0% 2.9% 2.6% 2.6% 12.9% 12.1% 2.0% X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST X X X X G VAULT ELEC VAULT ELEC W T CO 15' UTILITY EASEMENT SHEET C401 MATCHLINE RD RD RD RD RD PROPOSED CONNECTION TO BUILDING AT INVERT 4973.98 PROPOSED CONNECTION TO BUILDING AT INVERT 4974.68 28.68 LF 6" HDPE @ 0.50% 2.0% 2.2% 1.5% 1.7% 2.0% 2.0% 4.4% 7:1 2.0% 0.6% 2.0% 2.0% 1.6% 1.6% 5.2% 3.5% 2.0% 5.0% 2.9% 2.0% 12.9% 12.1% 5.5% 2.5% 10.1% 6.1% 9.5% 2.0% 2.0% 4.4% PROPOSED OUTFALL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER MATCH FLOWLINE INTO W W W E E E E E E E E SS SS SS SS SS SS SS SS SS OHU OHU OHU OHU OHU X X X X X G G G G G G G W W W W W W W W W W ST ST ST ST ST ST ST ST ST X X X X X X X X X X X X X X OHU OHU OHU OHU G OHU OHU VAULT ELEC VAULT ELEC V.P. V.P. S W F F F F F F F F F F 1.5" W 1.5" W 1.5" W 1.5" W 1.5" W 1.5" W 1.5" W SS E E E T T/C T/C T/C T/C T/C CTV CTV CTV CTV CTV CTV CTV W G G G UD UD UD UD T CTV E E E E RD RD RD EXISTING 8" WATER EX. 30" STORM SEWER W W W E E E E E E E E SS SS SS SS SS SS SS SS SS OHU OHU OHU OHU OHU X X X X X G G G G G G G W W W W W W W W W W ST ST ST ST ST ST ST ST ST X X X X X X X X X X X X X X OHU OHU OHU OHU G OHU OHU VAULT ELEC VAULT ELEC V.P. V.P. S W F F F F F F F F F F 1.5" W 1.5" W 1.5" W 1.5" W 1.5" W 1.5" W 1.5" W SS E E E T T/C T/C T/C T/C T/C CTV CTV CTV CTV CTV CTV CTV W G G G UD UD UD UD T CTV E E E E RD RD RD EXISTING 8" WATER EX. 30" STORM SEWER E E E E E E E E X X X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS OHU OHU OHU OHU OHU OHU OHU G G G G G G G G W W W W W W W W W W ST ST ST ST ST ST ST ST TF.O. X X X X X X OHU V.P. V.P. D D R R WV WV CTV CTV SS T T/C T/C T/C CTV CTV CTV CTV CTV CTV CTV C UD UD UD CO UD UD UD UD UD UD E RD RD RD RD RD RD EXISTING 8" WATER EX. 30" STORM SEWER X X X X X X X X X X X X X X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST ST TF.O. X X X X X X X X X X X X X X X X VAULT ELEC VAULT ELEC V.P. V.P. D D S R R RD RD RD RD RD RD T UD UD UD UD UD UD UD UD UD 30' UTILITY EASEMENT 33' WIDE ROW 9' WIDE UTILITY EASEMENT 15' UTILITY EASEMENT PROPOSED SIDEWALK COLLEGE AVENUE PROPOSED PARKING LOT PROPOSED PLAZA (RE: LANDSCAPE ARCHITECT) PROPOSED SIDEWALK EXISTING SIDEWALK EXISTING RAILROAD ROW PROPOSED SIDEWALK EXISTING BUILDING PROJECTOR PROPOSED LID TREATMENT / PLD (POROUS X X X X X X X X X X X X X X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST ST TF.O. X X X X X X X X X X X X X X X X VAULT ELEC VAULT ELEC V.P. V.P. D D S R R RD RD RD RD RD RD T UD UD UD CO UD UD UD UD UD UD CONTRACTOR TO PLACE VEHICLE TRACKING PAD AT CONSTRUCTION ENTRY (ASSUMED ON THIS PLAN TO BE AT SITE SE CORNER) SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 30' UTILITY EASEMENT 33' WIDE ROW 9' WIDE UTILITY EASEMENT 15' UTILITY EASEMENT PROPOSED SIDEWALK COLLEGE AVENUE PROPOSED PARKING LOT PROPOSED PLAZA (RE: LANDSCAPE ARCHITECT) 2' TYPICAL RETAINING WALL SECTION @ EXISTING PARKING LOT PROPERTY LINE 5' PROPOSED PRIVATE OUTFALL CURB & GUTTER PROPOSED ASPHALT PAVEMENT (RE: GEOTECHNICAL ENGINEER) PROPOSED AGGREGRATE BASE COURSE (RE: GEOTECHNICAL ENGINEER) APPROVED NATIVE MATERIAL (RE: GEOTECHNICAL ENGINEER) EXISTING NATIVE MATERIAL EXISTING ASPHALT PARKING LOT 2% MIN. 2.0' TO 3.5' SEE GRADING PLANS PROPOSED MOISTURE TREATED SUBGRADE (RE: GEOTECHNICAL ENGINEER) APPROVED BACKFILL MATERIAL (RE: GEOTECHNICAL ENGINEER) REFER TO LANDSCAPE PLANS FOR PLANTINGS BETWEEN WALL AND PROPERTY LINE APPROVED NATIVE MATERIAL (RE: GEOTECHNICAL ENGINEER) REFER TO LANDSCAPE PLANS FOR COBBLES BETWEEN WALL AND BACK OF CURB 2' TYPICAL RETAINING WALL SECTION @ EXISTING BUILDING PROPERTY LINE 5' 1.5' PROPOSED PRIVATE OUTFALL CURB & GUTTER PROPOSED ASPHALT PAVEMENT (RE: GEOTECHNICAL ENGINEER) PROPOSED AGGREGRATE BASE COURSE (RE: GEOTECHNICAL ENGINEER) APPROVED NATIVE MATERIAL (RE: GEOTECHNICAL ENGINEER) 2% MIN. 0.5' TO 3.5' SEE GRADING PLANS PROPOSED RETAINING WALL (RE: GEOTECHNICAL ENGINEER) PROPOSED MOISTURE TREATED SUBGRADE (RE: GEOTECHNICAL ENGINEER) APPROVED BACKFILL MATERIAL {NOTES: }1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE "GEOTECHNICAL INVESTIGATION PROPOSED LYRIC CINEMA 1209 NORTH COLLEGE AVENUE FORT COLLINS, COLORADO" DATED: JANUARY 26, 2015, PROJECT NUMBER: FC06790-125, AND ANY SUBSEQUENT ADDENDA PREPARED BY CTL THOMPSON, INC. 2.REFER TO LANDSCAPING PLANS FOR ADDITIONAL HARDSCAPE INFORMATION. 3.NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. ASPHALT { }PAVEMENT{ SECTION} HEAVY DUTY PAVING 6" PORTLAND CEMENT 12" MOISTURE TREATED SUBGRADE 5" HOT BITUMINOUS PAVEMENT (S) 12" MOISTURE TREATED SUBGRADE \pxql;6" AGGREGATE BASE COURSE CONCRETE { }PAVEMENT{ \\A1;A1;0.62" 0.38" LETTERING FONT AND SPACING TO FIT OR PER DIRECTION OF THE CITY OF FORT COLLINS NOTES: 1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080 ALUMINUM CONSTRUCTION. 2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH BLACK LETTERING. 3. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SIGN TO CITY OF FORT COLLINS STREETS DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. DO NOT BLOCK DRIVEWAY 18" 12" COLOR SCHEDULE BACKGROUND BLACK WHITE "DO NOT BLOCK DRIVEWAY", BORDER C601 CONSTRUCTION DETAILS NOT TO SCALE FSW FSW 100 TYPICAL SIGN POST NOT TO SCALE 102 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 TYPICAL 2' TO 2.5' DIAMETER BOULDER DIRECTION OF FLOW TYPICAL AREA INLET DIRECTION OF FLOW TYPICAL BOULDER FINISH GRADE (SEE GRADING PLAN) EXISTING GROUND STANDARD AREA INLET WITH GRATE A A SECTION A-A PLAN VIEW BURY BOTTOM 6" OF BOULDER VEGETATION (RE: LANDSCAPE ARCHITECT) NOTES: 1. KEY BOULDER INTO SLOPE BY BURYING MINIMUM BOTTOM 6" OF BOULDER. 2. INSTALL BOULDER WITH FLATTEST FACE TOWARDS THE BOTTOM. 3. SLOPE SURROUNDING GRADES TO DRAIN TOWARDS AREA INLET. 4. INSTALL AREA INLET PER FORT COLLINS DETAIL D-9A. 2' TO 2.5' HEIGHT APPROVED NATIVE MATERIAL APPROVED NATIVE MATERIAL City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C602 CONSTRUCTION DETAILS NOT TO SCALE FSW FSW DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV E 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 9-30-99 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 03-11-16 NMH DRAIN BASIN INLINE DRAIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NON TRAFFIC INSTALLATION TOP SOIL GRATE/COVER TOP SOIL GRATE/COVER ® ©2011 NYLOPLAST 4" MIN ON 8" - 24" 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. {NOTE}: "SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS IN THIS PLAN SET. 120%%D 90%%D 60%%D A \A1;C \\A1;B A1;D SCREEN SLOT TABLE A B C D E F PIPE SIZE ROWS OF SLOTS SLOT 8" MIN. NOTES: 1. REFER TO THE FORT COLLINS BIORETENTION SAND MEDIA SPECIFICATIONS FOR MORE INFORMATION ON THE SOIL MIX. 2. THE SOIL SECTION AS SHOWN ON THIS DETAIL SHALL BE PLACED IN ALL RAIN GARDEN LOCATIONS. 2" MIN. 2" MIN. 5' 6" MIN. 2.17' 2% MIN. 2% MIN. WIDTH VARIES, SEE GRADING PLAN SURROUND DRAIN BASIN WITH 3 4" WASHED ROCK PERFORATED 15" NYLOPLAST DRAIN BASIN STANDARD 15" DROP IN GRATE OR APPROVED EQUAL EXTEND PERFORATED PIPE TO EDGE OF RAIN GARDEN MINIMUM 12" THICK LAYER OF BIORETENTION SAND MEDIA (SEE BIORETENTION SAND MEDIA SPECIFICATION FROM CITY OF FORT COLLINS) MINIMUM 6" THICK LAYER OF PEA GRAVEL DIAPHRAGM 4" PERFORATED PVC PIPE 3 4" WASHED ROCK 6" MIN A \A1;A TO PREVENT BLOCKAGE OF PERFORATIONS, BASIN SHOULD BE WRAPPED IN AN ENGINEER APPROVED GEO-TEXTILE FABRIC DWG SIZE A SCALE SHEET 1 OF 1 DWG NO. 7001-110-181 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 30 IN PERFORATED DRAIN BASIN WITH STANDARD GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 2-14-06 DRAWN BY EBC 2-14-06 CJA 1:40 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 C605 EROSION CONTROL DETAILS NOT TO SCALE FSW FSW 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 0" ON BEDROCK OR HARD SURFACE, 2" IN SOIL 4" TO 6" MAX AT CURBS, OTHERWISE 6"-10" DEPENDING ON EXPECTED SEDIMENT LOADS \A1;12" \A1;12" GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2" 100 1-1/2" 90-100 1" 20-55 3/4" 0-15 3/8" 0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES RS 3" - 6" ROCK PAVED SURFACE A SECTION A VTC CWA VEHICLE TRACKING CONTROL PAD NOT TO SCALE CONCRETE WASHOUT AREA NOT TO SCALE ROCK SOCK DETAIL NOT TO SCALE ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING {ROCK SOCK INSTALLATION NOTES }1.SEE PLAN VIEW FOR: - LOCATION (S) OF ROCK SOCKS. 2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1{}" MINUS). 3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF {}", RECOMMENDED MINIMUM ROLL WIDTH OF 48". 4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS. SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY. VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE STABILIZED. MAINTENANCE NOTES: 1. 2. 3. CONSTRUCTION FENCE, TYP., TO DISCOURAGE VEHICLE ACCESS EXCEPT AT VTC SIGN "CONSTRUCTION ENTRANCE" \A1;R=5' \A1;20' MIN. NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. {NOTES: } 1.CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2.VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 3.SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 4.THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 5.THE CONCRETE WASHOUT SHOULD BE EMPTIED WHEN HALF OF TOTAL HOLDING CAPACITY HAS BEEN REACHED. 6.AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7.WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. 8.LOCATION OF CONCRETE WASHOUT AREA IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. 3H:1V OR FLATTER SIDE SLOPES \A1;12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE \A1;12" \A1;2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA RUNOFF SEDIMENT BASIN OR OTHER FILTERING MEASURES. SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE 1. INSPECT AND REPAIR FILTER AFTER EACH STORM GENERAL NOTES: 2. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM TRAVELED WAY OF ROADS. SECTION A-A PLAN VIEW 2 IN. X 4 IN. WOOD STUD WIRE SCREEN CURB INLET FILTER WATER OVERFLOW GRAVEL FILTER WIRE SCREEN A A 2 IN. X 4 IN. WOOD STUB CURB INLET WIRE SCREEN (APPROX. 1/2 IN. MESH) CONCRETE BLOCK GRAVEL FILTER (APPROX. 3/4 IN. DIA.) CURB INLET PROTECTION NOT TO SCALE WIRE ENCLOSED 1 1/2" CRUSHED ROCK DROP INLET PERIMETER PLACED AROUND CINDER BLOCKS 1 1/2" CRUSHED ROCK WIRE ENCLOSED INLET DROP RUNOFF FILTERED OVERFLOW %%USECTION A-A %%UPLAN VIEW STACKED 24" HIGH (2) CINDER BLOCKS A A DROP INLET WITH GRATE WITH NO GAPS (TYP.) %%UWATTLE FILTER DROP INLET INLET %%UPLAN VIEW \A1;ENTRENCH 3" WOOD FRAME WOOD FRAME 2'' X 4'' WITH GRATE DROP INLET 3' 0'' FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON {GENERAL NOTES: }1.INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. 2.CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. 3.WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". 4.IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED. 5.OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. {MAINTENANCE NOTES:} 1.THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. 2.SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH. 3.TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY. 4.INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. 5.WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY (10" MIN. DIAMETER) IP 1'-6'' MAX. WRAP WOOD FRAME WITH GEOTEXTILE AND STAPLE TO FRAME. GATHER EXCESS AT CORNERS. DROP INLET BLOCK {AND GRAVEL FILTER} {\LDROP INLET SILT FENCE BOX} BURY GEOTEXTILE AT A DEPTH OF 6'' X 6'' 500 DROP INLET PROTECTION 501 503 504 505 FLOW 24" MIN 6' MAX FLOW 4"x4" TRENCH 18" MIN 24" MIN 42" MIN {\LPREASSEMBLED SILT FENCE} JOIN FIRST ROTATE SECOND POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. HAS BEEN EXAGGERATED. {\LSILT FENCE JOINTS} {INSTALLATION NOTES:} 1.DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". 2.EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 3.ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. 4.NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. 5.THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. 6.SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 7.USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. {MAINTENANCE NOTES:} 1.THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. 2.SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". 3.SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. \A1;4" MIN. \A1;4" MIN. {\C256;1 \H0.7x;\S1#2;\H1.429x;" x 1 \H0.7x;\S1#2;\H1.429x;" WOODEN FENCE POSTS} COMPACTED BACKFILL SF SF POSTS SILT FENCE FABRIC (ASTM D6461) ANCHORED IN TRENCH AND ATTACHED TO POST. COMPACTED BACKFILL SILT FENCE FABRIC (ASTM D6461) ANCHORED INTRENCH AND ATTACHED TO POST. NOT TO SCALE 502 SILT FENCE *IMPERMEABLE LINER MAY BE NEEDED IF GROUNDWATER IS ENCOUNTERED. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 1 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065 2 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ANY EDGE OR FITTING. 3 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 4 - GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED 5 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID 6 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY NYLOPLAST DRAIN BASIN: 28 _ _ AG _ _X B° C 2" MIN Ø .375" MAX TOP & FRONT VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL A 2 THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. SURROUND DRAIN BASIN WITH 3 4 " WASHED ROCK,MINIMUM 8" WIDE D \A1;8" MIN. 2.00" MIN Ø .375" MAX BASIN SHOULD BE PERFORATED WITH 8 HOLES PER ROW (1 EVERY 45°) HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN FRONT VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL TOP VIEW STANDARD GRATE 15" DRAIN BASIN BODY WITHOUT BOTTOM CAP A B° C PART # GRATE OPTIONS 8" 90° 4 2808AG PEDESTRIAN/STANDARD SOLID BRONZE DOME DROP IN 10" 90° 4 2810AG PEDESTRIAN/STANDARD SOLID BRONZE DOME DROP IN 12" 60° 6 2812AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN 15" 60° 6 2815AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN 18" 45° 8 2818AG PEDESTRIAN STANDARD SOLID N/A DOME DROP IN 24" 45° 8 2824AG PEDESTRIAN STANDARD SOLID N/A DOME DROP IN 30" 36° 10 2830AG PEDESTRIAN STANDARD SOLID N/A DOME N/A A - BASIN SIZE B° - ANGLE BETWEEN MANHOLES, C - NUMBER OF HOLES D - DEPTH VARIES. 6'-0" MAX. MINIMUM DEPTH SHALL BE 2'-0" BELOW ANY ENCOUNTERED GROUNDWATER. T S A L P O L Y N D D D O N O T P O L L T E U C T I L E I R O N R A I N S T O W A T E R W A Y S U City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C604 CONSTRUCTION DETAILS NOT TO SCALE FSW FSW 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 APPROVED: DATE: DETAIL DRAWN BY: FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 STANDARD MANHOLE 11/7/00 D-3 NBJ 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 SLOPE IN./FT. RECAST MANHOLE BASE OVER 42 IN. PIPE SIZE 2 IN. MIN. POURED INVERT 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 8 IN. SEE NOTE 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. 72 DIAMETER 60 IN. IN. 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 TYPICAL STORMWATER MANHOLE NOT TO SCALE 402 400 DRYWELL PERFORATION DETAIL NOT TO SCALE 401 TYPICAL DRYWELL DETAIL NOT TO SCALE 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 CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL 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 MATERIAL GRANULAR %%UNOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. \A1;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 \A1;1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL \A1;PIPE O.D. + 8 IN. \A1;1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL \A1;PIPE O.D. OR 6 IN. MIN. \A1;1/8 PIPE O.D. 3000 CONCRETE P.S.I. TRENCH WALL LOWER LIMIT OF UNIFORMLY SELECTED GRADED SLOPE GRADED COMPACTED ROCK OR MATERIAL GRANULAR COMPACTED \A1;PIPE O.D. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. \A1;PIPE O.D. \OR A1;4 1/IN. 8 PIPE MIN. O.D. \A1;PIPE O.D. BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC. MATERIAL LOWER LIMIT OF TRENCH WALL SLOPE APPROVED: DATE: DETAIL DRAWN BY: FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 STORMWATER BEDDING REQUIREMENTS 1/12/00 D-1 SKC STORMWATER BEDDING REQUIREMENTS NOT TO SCALE 403 C C B B ORIFICE PLATE \A1;Ls \A1;6" \A1;3'-6" \A1;Ws \A1;6" \A1;6" \A1;VARIES \A1;VARIES \A1;Ws/2 \A1;Ws/2 OUTLET CENTERLINE PIPE OF SECTION C-C SECTION B-B 100-YEAR ORIFICE PLATE #4@#4@12" 12" #4@12" #4@18" \A1;6" Wo \A1;\A1;Wp Wo (Wo+6") 1/4" (MIN.) THICK STEEL FLOW CONTROL PLATE ANCHOR STAINLESS BOLT STEEL (TYP.) (MAX.) OPTIONAL CONCRETE WING WALL (TYP.) 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 1"x3/BEARING 8" PLAN 3" CLR. TO FASTEN GRATE DOWN \A1;3/8"x6" THREADED BOLT D1 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 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.) ELEV. B SECTION D-D ELEV. A WQ 100-YEAR OUTLET D D ELEV. ELEV. B A ((POND 100-YR INV.ELEV) ) SECTION LINE B-B (ARROWS B B POINT IN DIRECTION SECTION 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. LEGEND INV. INVERT ELEV. ELEVATION \A1;6" Ls Ws \A1;6" Ls LENGTH OF STRUCTURE Ws WIDTH OF STRUCTURE Wo STEEL OR EQUAL) (NOTE 5) TRASH RACK (U.S. FILTER STAINLESS WELL SCREEN NO. 93 TRASH RACK 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. 100-YEAR TO COVER OPENING (FASTEN WITH 3/8"x6" TREADED 1/4" METAL BOLTS) PLATE 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 100-YEAR FLOW CONTROL ORIFICE ELEV. D ELEV. C ELEV. ELEV. C D (ORIFICE (OUTLET ELEV) INV.) ELEV. C ELEV. A ELEV. D 4972.16 4972.25 4975.25 4970.23 5' POND BOTTOM (SEE GRADING PLAN) 5' DETENTION POND OUTLET STRUCTURE DETAILS NOT TO SCALE 404 LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT/ROW PER FOOT APPROX. SLOT SPACING OPEN AREA PER FOOT 6" 3 (MIN.) - 6 (MAX.) 1.38"-2.35" 0.032" 14 1/2"-3/4" 1.98-3.15 SQ. IN. DIMENSIONS FOR SLOTTED PVC PIPE NOT TO SCALE 303 REFER TO THE LANDSCAPE PLANS FOR PLANTING WITHIN THE BIO-RETENTION AREA 12" BIO-RETENTION SAND MEDIA 6" PERFORATED PVC UNDERDRAIN NOTES: 1. REFER TO THE BIORETENTION SAND MEDIA SPECIFICATIONS FOR MORE INFORMATION ON THE SOIL MIX. 2. BIORETENTION SAND MEDIA SHALL BE PROVIDED BY HAGEMAN EARTH CYCLE OR APPROVED EQUAL. 3. THE SOIL SECTION AS SHOWN ON THIS DETAIL SHALL BE PLACED IN ALL RAIN GARDEN LOCATIONS. MIN. 10" GRAVEL LAYER MEETING CDOT #4 COARSE AGGREGATE SPECIFICATION. 6" PEA GRAVEL \A1;2" BIORETENTION SOIL LAYERING (LID/PLD) NOT TO SCALE 305 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 C603 CONSTRUCTION DETAILS NOT TO SCALE FSW FSW TYPICAL NYLOPLAST DRAIN BASIN & INLINE DRAIN NOT TO SCALE 307 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 306 BIORETENTION SAND MEDIA SPECIFICATIONS CITY OF FORT COLLINS BIORETENTION SAND MEDIA SPECIFICATION PART 1 - GENERAL A.Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger than two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility's function and maintenance. B.BSM shall be free of plant or seed material of non-native, invasive species, or weeds. C.Fully mixed BSM shall be tested prior to installation and meet the following criteria: 1. P-Index of less than 30 2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility. 3. Cation Exchange Capacity (CEC) greater than 10 4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm 5. BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense. D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous consistency shall be done to the satisfaction of the Owner. PART 2 - SOIL MATERIALS A.Sand 1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33. B. Shredded Paper 1. BSM shall consist of 5-10% shredded paper by volume. 2. Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY. 3. Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to prevent clumping. C.Topsoil 1. BSM shall consist of 5-10% topsoil by volume. 2. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material. 3. Onsite, native material shall not be used as topsoil. 4. Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be free of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health. 5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%. 6. Contractor shall certify that topsoil meets these specifications. D.Leaf Compost 1. BSM shall consist of 10-20% leaf compost by volume. 2. Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation and transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition. 3. The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of sustaining growth of vegetation, with no materials toxic to plant growth. 4. Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider's most recent independent STA test report shall be submitted to and approved by the Owner prior to delivery of BSM to the project site. 5. Compost material shall also meet the following criteria: a. 100 percent of the material shall pass through a 1/2 inch screen b. PH of the material shall be between 6.0 and 8.4 c. Moisture content shall be between 35 and 50 percent d. Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+) e. Maturity indicator expressed as Carbon to Nitrogen ration < 12 f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4 g. Minimum organic matter shall be 40 percent dry weight basis h. Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm i. Phosphorus content shall be no greater than 325 parts per million j. Heavy metals (trace) shall not exceed 0.5 parts per million k. Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels l. Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels PART 3 - EXECUTION A.General 1. Refer to project specifications for excavation requirements. B.Placement Method 1. BSM material shall be spread evenly in horizontal layers. 2. Thickness of loose material in each layer shall not exceed 9-inches. 3. Compaction of BSM material is not required. NOT TO SCALE 1 1/2"R. 1' 2" R. 4-1/2" 12" 6" 1-1/2" 6" 1-1/2" TO 1 1/2"R. 2" R. 4-1/2" 12" 6" 1-1/2" 6" 1-1/2" TO 6" 6" 6" 304 TYPICAL CURB CHASE NOT TO SCALE IF RISER IS REQUIRED THE BASE IS POURED WITH A "SHIP-LAP" JOINT. 2'-0" 3'-0" GRATING (SEE DETAIL, THIS DRAWING) %%UGRATING DETAIL 3. 2. WEIGHT: 560 LBS 1. %%UNOTES:%%U %%uISOMETRIC VIEW N.T.S. \A1;\A1;4' 6" \A1;6" \A1;2' \A1;6" N.T.S. \A1;6" 5'-8" MAX 3'-0" MIN M.A. STEPS @12" O.C. 4 TON P52 SL (NUMBER REQ'D VARIES WITH HEIGHT) 5'-8" MAX 3'-0" MIN \A1;6" N.T.S. %%USECTION B-B \\A1;A1;6" 3' 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 %%UDESIGN NOTES: 4500 PSI (MIN.) 1) DESIGN LOADINGS: %%ULIFTING 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. 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;3' GRATING (SEE DETAIL, THIS DRAWING) PIPE(S) SIZE, SHAPE AND LOCATION VARIES A A %%USECTION A-A B B A A SECTION DIRECTION LINE A-SECTION A (ARROWS IS VIEWED) POINT IN LEGEND PIPE(S) SIZE, SHAPE AND LOCATION VARIES OPEN AREA: 260 SQ. IN. 3'-7" CURB ADJUSTS 4" 2'-7" 6" 3 1/4" TO 9" ANCHORS DATE DRAWN: 3/3/05 D43.dwg DRAWN BY: T. COX SINGLE CURB INLET CAD FILE NAME: DETAIL D-43 STORMWATER CONSTRUCTION DETAILS P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES TYPICAL SINGLE COMBINATION INLET NOT TO SCALE 302 200 1 1 2" WATER METER (SIDE VIEW) NOT TO SCALE 201 NOT TO SCALE 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 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 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. %%uGENERAL 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.) 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 REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS 16A 4/11/11 SIDE. BASIN. %%UPLAN 48" DIA. VIEW BEFORE BACKFILLING ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BOX CURB FLOW 2' (MAX.) 1" DIA. IRON (TYP) PIPE BRACE MANHOLE RUNGS BELOW LID) METER (PLACED 12" O.C. 24" DIA. PRECAST CONCRETE MANHOLE 8" x 8" CONCRETE BLOCK (TYP.) AND REMOVABLE PLUG) WITH 1 27/32" DIA. HOLE YOKE BOX LID PART #YL-TP PART #YUC-7 WITH FORD AMR POD (FORD YOKE BOX %%uGENERAL NOTES: 1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY. 2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 1 1/2 IN. AND 2 IN. WATER METERS (PLAN VIEW) 16B 4/11/11 1 1 2" WATER METER (PLAN VIEW) WATER BEDDING REQUIREMENTS NOT TO SCALE 204 BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW INITIAL 12 IN. LIFT MIN. PIPE O.D. 4 IN. MIN. GRANULAR MATERIAL BEDDING ZONE %%UNOTE: * INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. TRENCH WALL LOWER LIMIT OF SLOPING TRENCH IN WIDTH SECTION AS 02221 SPECIFIED * REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN BEDDING REQUIREMENTS (DIP & PVC) 1 4/8/11 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. 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. IN FACE OF CURB CUT 4 INCH CROSS CORPORATION STOP FOR PAVEMENT CURB STOP CURB BOX 66 INCH MAX. 54 INCH MIN. CURB, GUTTER AND SIDEWALK DISTANCE VARIES 1 FT. PROPERTY OR EASEMENT LINE GRADE FINAL LANDSCAPED REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 TYPICAL WATER SERVICE 11 4/12/11 1 1/2 INCH OR GREATER CORPORATION STOP FOR 3/4 AND 1 INCH SERVICES SERVICES 1 INCH SERVICES Compact trench as required by Development Construction Standard to support valve box. Locate curb box and water meter according to the approved utility drawings. GENERAL NOTES 2. 1. PAVEMENT CURB STOP CURB BOX 66 INCH MAX. 54 INCH MIN. W/ WATER STAMPED ON LID VALVE BOX \A1;8-12" MIN REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 TRAFFIC-RATED CURB STOP INSTALLATION 11A 7/17/2014 205 TYPICAL WATER SERVICE NOT TO SCALE 206 TRAFFIC-RATED CURB STOP NOT TO SCALE PIPE SIZE BENDS TEE OR DEAD END 22 1/2%%D 45%%D 90%%D 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 installation site. 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. %%UTEE %%UTYPICAL BEND %%UTYPICAL CROSS-SECTION %%UDEAD 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 REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD CONCRETE THRUST BLOCKS 2 4/8/11 202 CONCRETE THRUST BLOCKS GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS) NO. 12 GRATE AND FRAME BY MaCLEAR OR APPROVED EQUAL. PLAN VIEW A A B B 35 3/4 IN. 6 IN. 23 3/4 IN. 3 IN. CIR. O.F. 2 IN. CIR L.F. #4 @ 12 IN. CTRS. (TYP.) #4 @ 12 IN. CTRS. F #4 BAR CONCRETE PIPE O.D. 3 IN. CIR. CONCRETE PIPE I.D. D SECTION A-A SECTION B-B 12 IN. LAP DRAINAGE SLOPE FOR INLET AND FLOW LINE OF CONDUIT PIPE AROUND #4 12 IN. MIN. INLET GRATES CTRS. (TYP.) #4 @ 12 IN. 2 IN. CIR L.F. 3 IN. CIR. O.F. 28 1/4 IN. 6 IN. 16 1/4 IN. H AND FLOOR 6 IN. TYPICAL WALLS 12 IN. SPACING STEP MAX. APPROVED: DATE: DETAIL DRAWN BY: FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 NBJ 12/8/00 D-9A AREA INLET NOT TO SCALE 203 STANDARD AREA INLET NOT TO SCALE 207 AREA INLET WITH BOULDERS 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 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 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 * DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL BEDDING REQUIRMENTS WW-1 NBJ 4/11/11 SANITARY SEWER BEDDING REQUIREMENTS NOT TO SCALE 101 TYPICAL SANITARY SEWER CONNECTION NOT TO SCALE 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 MIN. o 45 MAX. o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL SERVICE WYE DETAIL WW-9 NBJ 4/11/11 PAVEMENT SECTIONS (PRIVATE AREAS OUTSIDE OF ROW) NOT TO SCALE 104 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 CONSTRUCTION DRAWINGS SIGN POST URBAN AREA LARIMER COUNTY DRAWING 1401 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" 103 "DO NOT BLOCK DRIVEWAY" SIGN DETAIL NOT TO SCALE 105 NOTES: 1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080 ALUMINUM CONSTRUCTION. 2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE. 3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF NO PARKING AREA. CONSTRUCTION FIRE ACCESS ROAD SIGNS LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1418 DRAWING REVISION DATE: 04/NO: 01/07 2 FIRE LANE NO PARKING BY ORDER OF THE FIRE MARSHAL STANDARD FIRE LANE SIGN DETAIL UNIVERSAL FIRE LANE SIGN DETAIL 18" 2" 1 1/2" 3/4" 12" 12" FIRE LANE COLOR SCHEDULE BACKGROUND "P" RED WHITE BLACK LEGEND, CIRCLE DIAGONAL, BORDER, "ARROW", "FIRE LANE" (FORT COLLINS ONLY) TYPICAL FIRE LANE SIGN NOT TO SCALE City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 (RE: GEOTECHNICAL ENGINEER) APPROVED NATIVE MATERIAL (RE: GEOTECHNICAL ENGINEER) REFER TO LANDSCAPE PLANS FOR COBBLES BETWEEN WALL AND BACK OF CURB EXISTING BUILDING (1203 N. COLLEGE AVE.) EX. FINISH FLOOR ELEV. = 4976.5 (±) 2% MIN. PROPOSED VALLEY PAN INSTALL VAPER/MEMBRANE BETWEEN EXISTING BUILDING AND CONCRETE DRAINAGE PLAN AS RECOMMENDED OR SPECIFIED BY BUILDING ARCHITECT. PROPOSED PRIVATE OUTFALL CURB 3% MIN. 7% MAX. 1.5' PROPOSED RETAINING WALL (RE: GEOTECHNICAL ENGINEER) 4" MIN. 6" MAX. 3% MIN. 7% MAX. 4" MIN. 6" MAX. 4" MIN. 6" MAX. 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" OUTFALL CURB & GUTTER 1-1/2" 6" 1-1/2" TO 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" VERTICAL CURB & GUTTER 1-1/2" 6" 1-1/2" TO 2% MIN. 2% MIN. PROPOSED PRIVATE OUTFALL CURB 2.0' (±) 0.75' 0.75'(±) 0.5' 0.5' \A1;0.5' 1 3/8" 17" 3 3/8" 12" FL R 16" R 16" 29" 8 5/8" 7 1/4" 12" City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 C600 CONSTRUCTION DETAILS NOT TO SCALE FSW FSW 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 STREET URBAN STANDARDS AREA DRAWINGS 1602 DRAWING REVISION DATE: 04/NO: 01/07 2 Transition back of walk (typ.) Broom finish Broom finish SECTION A-A MID-BLOCK LOCATION Varies * 1:12 Slope (max.) 1:50 see note 2 Flowline (max.) Slope 1:12 5' A Varies * Wood float finish thru ramp Slope 1:12 Slope 1:12 CORNER LOCATION ramp finish thru Wood float Broom finish A Varies * (max.) A A 5' (max) (Radius varies) (typ.) back of walk Transition 2 Broom finish BACK OF WALK / LANDING Retaining Curb (Optional) 12" (max.) (min.) T Walk Curb Gutter NOTES: 1. T = Concrete thickness, 6" minimum for entire ramp area. 2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning). 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer. 5. 0" Curb height, See Section A-A. 6. Standard Curb and Gutter Section , See Standard Drawing 701. 2'-0" (min) 6" Walk Gutter Curb Varies * Detectable Warning REVISION NO: 2 DATE: 02/17/15 DRAWING STREET STANDARDS DRAWINGS 1603 URBAN AREA LARIMER COUNTY ACCESS RAMP DETAILS CONSTRUCTION NOT TO SCALE 1/4" per ft. 1" per ft. 1" per ft. 1" per ft. 1" per ft. On a radius hold 6" at the corners of the truncated dome warning. 2" Retaining Curb (Optional) 6" * Curb to match slope of sidewalk, Ramp length not to exceed 15'-0" See Note 6 See Note 5 See Note 5 See Note 6 Detectable Warning, See Note 4 Detectable Warning, See Note 4 Retaining Curb (Optional) to retain ground behind the walk, if needed 02/17/15 TRUNCATED DOME WARNING FOR ACCESS RAMPS URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 3 1607 DRAWING DATE: Curb Flare Varies Curb Flare Ramp Curb Curb Flare Ramp Varies Panels Panels 6" 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' Notes: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. 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 back of curb. 3. If curb and gutter are poured monolithic with ramp, place dome edge at back of curb as shown. If not poured monolithic, place dome edge 6" from back of curb. Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare Curb Case 3-Mid-Block Ramps 6" Panels Panels Flare 6" Flare Varies FORT COLLINS ONLY Aligned with Pedestrian flow Gutter or Apron ℄Center line of ramp BOC-Back of Curb FOC -Face of Curb -Flow line Varies 2'-0" 2'-0" A A FOC or ℄ 2'-0" BOC BOC 1:20 1:12 max slope slope Panels embedded in the concrete ramps Section A-A (Center line of ramp) NTS Flow line Curb and Gutter BOC NOT TO SCALE See Note 3 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 REQUIREMENTS (AS PER "ADA") STREET STANDARDS URBAN AREA LARIMER COUNTY CONSTRUCTION DRAWINGS 1407 DRAWING TRUNCATED DOME WARNING FOR ACCESS RAMPS NOT TO SCALE 006 007 008 NOT TO SCALE NOT TO SCALE HANDICAP PARKING REQUIREMENTS PRIVATE CURB & GUTTER HANDICAP RAMPS NOT TO SCALE 003 004 005 NOT TO SCALE TYPICAL SIDEWALK TYPICAL RETAINING WALL SECTIONS ALONG SOUTH PROPERTY LINE VALLEY PAN ALONG 1203 N. COLLEGE AVE. NOT TO SCALE 001 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 002 NOT TO SCALE PRIVATE ROLL-OVER CURB AND GUTTER PROPOSED SIDEWALK EXISTING SIDEWALK EXISTING RAILROAD ROW PROPOSED SIDEWALK EXISTING BUILDING PROJECTOR PROPOSED LID TREATMENT / PLD (POROUS LANDSCAPE DETENTION) PROPOSED FIRE AND TRUCK LANE PRESERVE & PROTECT EXISTING BUILDING S89°21'28"E 165.15' N87°36'29"E 182.74' N84°10'02"E 52.04' N01°10'43"E 166.48' S00°47'32"E 182.07' (EXISTING PROPERTY LINE) SIDEWALK PROPOSED MOVIE SCREEN (RE: OWNER) PROPOSED RAISED PLATFORM FOR MOVIE PROJECTOR HOUSING (RE: LANDSCAPE ARCHITECT) PRESERVE & PROTECT EXISTING TREE (TYP.) PROPOSED TOP OF DETENTION POND PROPOSED BOULDER RETAINING WALL (TYP. - RE: LANDSCAPE ARCHITECT) PRESERVE & PROTECT EXISTING TREES (TYP.) EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY PROPOSED SIGN (RE: ARCHITECT) EXISTING RIGHT-OF-WAY PROPOSED STORM SEWER MANHOLE PROPOSED EMERGENCY ACCESS EASEMENT N89°21'28"E 405.45' PROPOSED BUILDING PROPOSED BOULDERS (TYP. - RE: LANDSCAPE ARCHITECT MASON STREET (FUTURE) TEMPORARY GRAVEL TURNAROUND PROPOSED DRIVEWAY PROPOSED POND OUTLET PROPOSED STORM SEWER MANHOLE PROPOSED STORM SEWER PROPOSED NYLOPLAST INLET PROPOSED COMBINATION PROPOSED AREA INLET INLET PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED NYLOPLAST INLET PROPOSED DRAINAGE EASEMENT PROPOSED NYLOPLAST INLET PROPOSED FES PROPOSED FES PROPOSED FES PROPOSED STORM SEWER CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP) CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP) CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP) CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP) PROPOSED NYLOPLAST INLET PROPOSED 5' DEEP DRYWELL (SEE DETAIL) PROPOSED 5' DEEP DRYWELL (SEE DETAIL) PROPOSED 6" RISER WITH CAP FOR FUTURE ROOF DRAIN CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP) PROPOSED NYLOPLAST INLET PROPOSED GRAVEL SWALE (RE: LANDSCAPE ARCHITECT) PROPOSED GRAVEL SWALE (RE: LANDSCAPE ARCHITECT) PROPOSED COMBINATION INLET CWA VTC IP RS RS RS IP RS IP IP IP IP IP SF SF IP SF SF SF SF SF SF SF IP 1 1.30 2 0.29 1 2 3 0.01 3 4 0.02 4 5 0.02 5 A DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY B2 1.45 ac 80 79 5015 5013 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED CONTOURS DESIGN POINT FLOW ARROWS PROPOSED STORM SEWER PROPOSED UNDERDRAIN UD EXISTING RIGHT-OF-WAY/PROPERTY LINE VAULT ELEC APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED VERTICAL CURB & GUTTER RD PROPOSED LID TREATMENT/POROUS LANDSCAPE DETENTION EXISTING BUILDING SAWCUT LINE EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING TREES PROPOSED ROOF DRAIN PROPOSED TRANSFORMER PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED OUTFALL CURB & GUTTER T EXISTING RAILROAD TRACKS PROPOSED GRAVEL/COBBLE SURFACE (RE: LANDSCAPE ARCHITECT NOT FOR CONSTRUCTION REVIEW SET LEGEND: FIELD SURVEY BY: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 1089-001 DATE: JANUARY 2015 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 C501 EROSION CONTROL PLAN 1" = 20' FSW FSW NOT FOR CONSTRUCTION REVIEW SET 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 NOTES: 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW MULCH SPECS UNLESS OTHERWISE DIRECTED. 2. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4. DRYWELLS AND BIORETENTION MEDIA TO BE INSTALLED AFTER STABILIZATION OF OVERLOT GRADING. 5. ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE AS FOLLOWS: GREAT BASIN WILRYE 3LBS/ACRE GREEN NEEDLEGRASS2LBS/ACRE INDIAN RICEGRASS 1LBS/ACRE SLENDER WHEATGRASS 2LBS/ACRE THICKSPIKE WHEATGRASS 3LBS/ACRE WESTERN WHEATGRASS 4LBS/ACRE TRITICALE 10LBS/ACRE WINTER WHEAT 5LBS/ACRE 6. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 7. REFER TO THE "FINAL DRAINAGE REPORT FOR LYRIC CINEMA" BY NORTHERN ENGINEERING, DATED AUGUST 24, 2016 FOR ADDITIONAL INFORMATION. 8. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ITEMS. 9. ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 10. SEE SHEET C001 - GENERAL AND CONSTRUCTION NOTES - OF THE UTILITY PLANS FOR ADDITIONAL EROSION CONTROL NOTES. A. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. B. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. D. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. E. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. F. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) G. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. H. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. I. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. J. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. K. CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON TRACT A. THIS INCLUDES TEMPORARY SOIL STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS, PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE IMPLEMENTED AND MAINTAINED ACCORDINGLY FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR OCCURS IN OTHER LOCATIONS. L. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. M. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: WATERFIELD CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Construction & Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Protection * Rip Rap Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Sediment Trap Rock Socks * UTILITIES INSTALLATION FLAT WORK INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Other: Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Under slope stabilization rolled products. Reseeding may be required. INLET PROTECTION ROCK SOCK TEMPORARY BMP'S EROSION CONTROL NOTES: SILT FENCE SF IP RS CONCRETE WASHOUT AREA CWA VEHICLE TRAFFICKING CONTROL VTC SF STUB FOR FUTURE ROOF DRAIN RD DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) 1 1 1.30 0.58 0.73 7.9 7.4 1.9 8.3 2 2 0.29 0.51 0.64 8.2 7.8 0.4 1.6 3 3 0.01 0.09 0.12 6.9 6.5 0.0 0.0 4 4 0.02 0.89 1.00 8.8 8.1 0.0 0.2 5 5 0.02 0.50 0.62 11.2 10.6 0.0 0.1 OS1 OS1 3.52 0.51 0.63 27.4 25.7 2.4 11.0 POND SUMMARY TABLE Pond ID 100-Yr. Detention Vol. (Ac-Ft) 100-Yr. WSEL (Ft) Peak Release (cfs) PLD/Detention 0.37 4974.53 0.04 On-Site Treatment by LID Project Area Total Site Area 71,438 sf Total Impervious Area 34,412 sf Paver Area N/A sf Landscape Area 37,026 sf Required Minimum Area to be Treated by LID measures 25,809 sf PLD (w/Underdrains and Drywells) PLD Area 3,759 sf Run-on area for PLD 65,501 sf Area Treated by PLD 69,260 sf Total Area Treated 69,260 sf Percent of Impervious Area Treated by LID measures 97 % LANDSCAPE DETENTION) PROPOSED FIRE AND TRUCK LANE PRESERVE & PROTECT EXISTING BUILDING S89°21'28"E 165.15' N87°36'29"E 182.74' N84°10'02"E 52.04' N01°10'43"E 166.48' S00°47'32"E 182.07' (EXISTING PROPERTY LINE) SIDEWALK 1 1.30 2 0.29 1 2 3 0.01 3 PROPOSED MOVIE SCREEN (RE: OWNER) PROPOSED RAISED PLATFORM FOR MOVIE PROJECTOR HOUSING (RE: LANDSCAPE ARCHITECT) PRESERVE & PROTECT EXISTING TREE (TYP.) PROPOSED TOP OF DETENTION POND PROPOSED BOULDER RETAINING WALL (TYP. - RE: LANDSCAPE ARCHITECT) PRESERVE & PROTECT EXISTING TREES (TYP.) EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY PROPOSED SIGN (RE: ARCHITECT) EXISTING RIGHT-OF-WAY PROPOSED STORM SEWER MANHOLE PROPOSED EMERGENCY ACCESS EASEMENT N89°21'28"E 405.45' PROPOSED BUILDING 4 0.02 4 PROPOSED BOULDERS (TYP. - RE: LANDSCAPE ARCHITECT MASON STREET (FUTURE) TEMPORARY GRAVEL TURNAROUND PROPOSED DRIVEWAY PROPOSED POND OUTLET PROPOSED STORM SEWER MANHOLE PROPOSED STORM SEWER PROPOSED NYLOPLAST INLET PROPOSED COMBINATION PROPOSED AREA INLET INLET PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED NYLOPLAST INLET PROPOSED DRAINAGE EASEMENT PROPOSED NYLOPLAST INLET PROPOSED FES PROPOSED FES PROPOSED FES PROPOSED STORM SEWER CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP) CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP) CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP) CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP) PROPOSED NYLOPLAST INLET PROPOSED 5' DEEP DRYWELL (SEE DETAIL) PROPOSED 5' DEEP DRYWELL (SEE DETAIL) PROPOSED 6" RISER WITH CAP FOR FUTURE ROOF DRAIN CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP) PROPOSED NYLOPLAST INLET PROPOSED GRAVEL SWALE (RE: LANDSCAPE ARCHITECT) PROPOSED GRAVEL SWALE (RE: LANDSCAPE ARCHITECT) PROPOSED COMBINATION INLET 5 0.02 5 A DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY B2 1.45 ac 80 79 5015 5013 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED CONTOURS DESIGN POINT FLOW ARROWS 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. REFER TO THE "FINAL DRAINAGE REPORT FOR LYRIC CINEMA" BY NORTHERN ENGINEERING, DATED AUGUST 24, 2016 FOR ADDITIONAL INFORMATION. NOTES: PROPOSED STORM SEWER PROPOSED UNDERDRAIN UD EXISTING RIGHT-OF-WAY/PROPERTY LINE VAULT ELEC APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED VERTICAL CURB & GUTTER RD PROPOSED LID TREATMENT/POROUS LANDSCAPE DETENTION EXISTING BUILDING SAWCUT LINE EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING TREES PROPOSED ROOF DRAIN PROPOSED TRANSFORMER PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED OUTFALL CURB & GUTTER T EXISTING RAILROAD TRACKS PROPOSED GRAVEL/COBBLE SURFACE (RE: LANDSCAPE ARCHITECT NOT FOR CONSTRUCTION REVIEW SET LEGEND: FIELD SURVEY BY: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 1089-001 DATE: JANUARY 2015 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 C500 DRAINAGE PLAN 1" = 20' FSW FSW NOT FOR CONSTRUCTION REVIEW SET 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 STUB FOR FUTURE ROOF DRAIN RD DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) 1 1 1.30 0.58 0.73 7.9 7.4 1.9 8.3 2 2 0.29 0.51 0.64 8.2 7.8 0.4 1.6 3 3 0.01 0.09 0.12 6.9 6.5 0.0 0.0 4 4 0.02 0.89 1.00 8.8 8.1 0.0 0.2 5 5 0.02 0.50 0.62 11.2 10.6 0.0 0.1 OS1 OS1 3.52 0.51 0.63 27.4 25.7 2.4 11.0 POND SUMMARY TABLE Pond ID 100-Yr. Detention Vol. (Ac-Ft) 100-Yr. WSEL (Ft) Peak Release (cfs) PLD/Detention 0.37 4974.53 0.04 On-Site Treatment by LID Project Area Total Site Area 71,438 sf Total Impervious Area 34,412 sf Paver Area N/A sf Landscape Area 37,026 sf Required Minimum Area to be Treated by LID measures 25,809 sf PLD (w/Underdrains and Drywells) PLD Area 3,759 sf Run-on area for PLD 65,501 sf Area Treated by PLD 69,260 sf Total Area Treated 69,260 sf Percent of Impervious Area Treated by LID measures 97 % EXISTING 12" SANITARY SEWER PROPOSED BUILDING PROPOSED SIDEWALK PROPOSED PLAZA (RE: LANDSCAPE ARCHITECT) PROPOSED SIDEWALK SIDEWALK PROPOSED FIRE AND TRUCK LANE PROJECTOR 30.00 UTILITY EASEMENT 33.00 WIDE ROW 9.00 WIDE UTILITY EASEMENT 15.00 UTILITY EASEMENT S89°21'28"E 165.15' N87°36'29"E 182.74' N01°10'43"E 166.48' S00°47'32"E 182.07' (EXISTING PROPERTY LINE) EX. 8' (±) WIDE SIDEWALK 1219 N. COLLEGE AVE. EXISTING BUILDING 113 HICKORY ST. N. COLLEGE AVENUE (PUBLIC ROW VARIES) PRESERVE & PROTECT EXISTING TRAFFIC SIGNAL PRESERVE & PROTECT EXISTING LIGHT PRESERVE & PROTECT EXISTING LIGHT PRESERVE & PROTECT EXISTING TREE (TYP.) PRESERVE AND PROTECT EXISTING RAILROAD SWITCH PROPOSED STAIRS FOR 2ND STORY DECK (RE: ARCHITECT) PROPOSED TOP OF DETENTION POND PROPOSED DRAINAGE EASEMENT PROPOSED BOULDER RETAINING WALL (TYP. - RE: LANDSCAPE ARCHITECT) PROPOSED MOVIE SCREEN (RE: OWNER) EXISTING RAILROAD RIGHT-OF-WAY EXISTING RIGHT-OF-WAY APPROXIMATE LIMITS OF CONSTRUCTION CONNECT TO EX. UNDERGROUND CABLE TV WITH NEW PEDESTAL PER COMCAST SPECIFICATIONS (SEE DRY UTILITY NOTE 3). APPROXIMATE LOCATION OF EXISTING UNDERGROUND CABLE TV LINE (COMCAST) PROPOSED 5' DEEP DRYWELL (SEE DETAIL) MASON STREET (FUTURE) TEMPORARY N84°10'02"E 52.04' PROPOSED GRAVEL SWALE (RE: LANDSCAPE ARCHITECT) PROPOSED GRAVEL SWALE (RE: LANDSCAPE ARCHITECT) 108.01 LF 12" HDPE @ 0.20% PROPOSED NYLOPLAST STORM INLET C2 STA: 11+08.01 N: 136759.26 E: 194677.45 GRATE: 4975.57 INV IN: 4973.73 12" HDPE (E) INV OUT: 4973.53 12" HDPE (W) 98.12 LF 12" HDPE @ 0.20% PROPOSED NYLOPLAST STORM INLET C3 STA: 12+06.13 N: 136758.16 E: 194775.56 GRATE: 4975.89 INV IN: 4974.13 12" HDPE (S) INV OUT: 4973.93 12" HDPE (W) 61.56 LF 12" HDPE @ 0.20% PROPOSED NYLOPLAST STORM INLET C4 STA: 12+67.69 N: 136697.01 E: 194782.64 GRATE: 4976.11 INV IN: 4974.35 8" HDPE (S) INV IN: 4974.35 6" HDPE (W) INV OUT: 4974.25 12" HDPE (N) 44.94 LF 8" HDPE @ 0.30% PROPOSED NYLOPLAST STORM INLET C6 STA: 13+12.63 N: 136653.06 E: 194792.00 GRATE: 4975.87 INV OUT: 4974.48 8" HDPE (N) PROPOSED FES INV OUT: 4973.31 8"x6" HDPE TEE AT INVERT ELEVATION 4974.41. N: 136677.71 E: 194786.75 12"x6" HDPE TEE AT INVERT ELEVATION 4973.87. N: 136758.45 E: 194749.84 12"x6" HDPE TEE AT INVERT ELEVATION 4973.48. N: 136757.66 E: 194651.11 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 9+75 10+00 11+00 12+00 13+00 13+50 PROPOSED NYLOPLAST STORM INLET C6 STA: 13+12.63 GRATE: 4975.87 INV OUT: 4974.48 8" HDPE (N) PROPOSED NYLOPLAST STORM INLET C4 STA: 12+67.69 GRATE: 4976.11 INV IN: 4974.35 8" HDPE (S) INV IN: 4974.35 6" HDPE (W) INV OUT: 4974.25 12" HDPE (N) 61.56 LF 12" HDPE @ 0.20% 44.94 LF 8" HDPE @ 0.30% PROPOSED NYLOPLAST STORM INLET C3 STA: 12+06.13 GRATE: 4975.89 INV IN: 4974.13 12" HDPE (S) INV OUT: 4973.93 12" HDPE (W) 98.12 LF 12" HDPE @ 0.20% PROPOSED NYLOPLAST STORM INLET C2 STA: 11+08.01 GRATE: 4975.57 INV IN: 4973.73 12" HDPE (E) INV OUT: 4973.53 12" HDPE (W) 108.01 LF 12" HDPE @ 0.20% PROPOSED FES STORM C1 STA: 10+00.00 INV IN: 4973.31 12" HDPE (E) 14" FINISH GROUND EXISTING GROUND EXISTING GROUND FINISH GROUND TOP OF PROPOSED COMCAST CABLE TV STA.=10+75.58 EL. = 4972.378 INV OF EXISTING 12" SANITARY SEWER STA.=10+65.72 EL. = 4968.490 11" PROPOSED ROOF DRAIN (12"x6" TEE) STA: 10+81.62 INV IN: 4973.48 12" HDPE (E) INV IN: 4973.48 6" HDPE (S) INV OUT: 4973.48 12" HDPE (W) PROPOSED ROOF DRAIN (12"x6" TEE) STA: 11+80.41 INV IN: 4973.87 12" HDPE (E) INV IN: 4973.87 6" HDPE (S) INV OUT: 4973.87 12" HDPE (W) PROPOSED ROOF DRAIN (8"x6" TEE) STA: 12+87.42 INV IN: 4974.41 8" HDPE (S) INV IN: 4974.41 6" HDPE (W) INV OUT: 4974.41 8" HDPE (N) T/C PROPOSED GAS LINE G PROPOSED 4" SANITARY SEWER 4" SS 1.5" W PROPOSED 6" FIRE SERVICE 6" F OHU EXISTING STORM SEWER EXISTING OVERHEAD UTILITIES EXISTING LIGHT POLE EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC H Y D G EXISTING TELEPHONE T ST EXISTING ELECTRIC E PROPOSED CABLE TELEVISION CTV PROPOSED STORM SEWER EXISTING GAS EXISTING TREES PROPOSED UNDERDRAIN UD 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 3. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 4. CONTRACTOR SHALL PROVIDE A MINIMUM COVER OVER STORM SEWER PIPE DURING CONSTRUCTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 5. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 4. ALL ON-SITE HDPE STORM SEWER AS SHOWN ON THESE DRAWINGS IS PRIVATE. 5. STORM SEWER MAINS SHOWN ON THESE DRAWINGS ARE HIGH DENSITY POLYETHYLENE (HDPE) AND SHALL BE WATERTIGHT ADS N-12 OR APPROVED EQUAL. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP. NOTES: PROPOSED ROOF DRAIN RD EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED VERTICAL CURB & GUTTER PROPOSED LID TREATMENT/POROUS LANDSCAPE DETENTION EXISTING BUILDING SAWCUT LINE PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED OUTFALL CURB & GUTTER EXISTING RAILROAD TRACKS PROPOSED GRAVEL/COBBLE SURFACE (RE: LANDSCAPE ARCHITECT PROPOSED UNDERGROUND CABLE TV & TELECOMMUNICATIONS (SEE DRY UTILITY NOTE 4) PROPOSED UNDERGROUND ELECTRIC E \A1;PROPOSED 1 {\H0.7x;\S1#2;}" DOMESTIC WATER SERVICE LEGEND: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION REVIEW SET C405 STORM SEWER C PLAN & PROFILE 1" = 20' FSW FSW 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 PROPOSED TRANSFORMER T STUB FOR FUTURE ROOF DRAIN RD STORM SEWER C STORM SEWER PROFILE SCALE : 1" = 20' HORZ. 1" = 2' VERT. EXISTING 12" SANITARY SEWER PROPOSED DRIVEWAY PROPOSED SIDEWALK PROPOSED BUILDING PROPOSED PARKING LOT PROPOSED SIDEWALK PROPOSED PLAZA (RE: LANDSCAPE ARCHITECT) PROPOSED SIDEWALK PROPOSED FIRE AND TRUCK LANE 30.00 UTILITY EASEMENT 33.00 WIDE ROW 9.00 WIDE UTILITY EASEMENT 15.00 UTILITY EASEMENT N01°10'43"E 166.48' N89°21'28"E 405.45' S00°47'32"E 182.07' (EXISTING PROPERTY LINE) EX. 8' (±) WIDE SIDEWALK 1203 N. COLLEGE AVE. EXISTING BUILDING 1201 N. COLLEGE AVE. N. COLLEGE AVENUE (PUBLIC ROW VARIES) PROPOSED POWER POLE PRESERVE & PROTECT EXISTING LIGHT PRESERVE & PROTECT EXISTING LIGHT AND ELECTRIC VAULTS PRESERVE & PROTECT EXISTING TREE (TYP.) PRESERVE & PROTECT EX. SANITARY SEWER MH RIM = 4974.10 INV. IN = 4967.62 (N) INV. OUT = 4967.52 (S) PRESERVE & PROTECT EXISTING GAS METER PROPOSED TOP OF DETENTION POND PROPOSED DRAINAGE EASEMENT PROPOSED BOULDER RETAINING WALL (TYP. - RE: LANDSCAPE ARCHITECT) PROPOSED EMERGENCY ACCESS EASEMENT EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY PRESERVE & PROTECT EXISTING TREES (TYP.) EXISTING PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION CONNECT TO EXISTING GAS STUB PER UTILITY COMPANY'S STANDARDS & REGULATIONS PROPOSED 5' DEEP DRYWELL (SEE DETAIL) MASON STREET (FUTURE) TEMPORARY TURNAROUND PROPOSED RETAINING WALL (RE: ARCHITECT) PROPOSED GRAVEL SWALE (RE: LANDSCAPE ARCHITECT) PROPOSED STORM MH B2 STA: 10+51.41 N: 136671.63 E: 194588.85 RIM: 4975.47 INV IN: 4972.76 12" HDPE (SE) INV IN: 4972.85 12" HDPE (S) INV OUT: 4972.66 18" HDPE (W) 51.41 LF 18" HDPE @ 0.20% PROPOSED FES INV OUT: 4972.67 PROPOSED SINGLE COMBINATION INLET B4 STA: 11+68.59 N: 136616.40 E: 194691.93 FL: 4975.67 INV OUT: 4972.99 12" HDPE (NW) PROPOSED STORM INLET D2 STA: 10+19.14 N: 136666.25 E: 194453.89 FL: 4974.16 INV OUT: 4971.89 18" HDPE (NE) 19.14 LF 18" HDPE @ 0.50% PROPOSED FES INV OUT: 4971.75 115.06 LF 12" HDPE @ 0.20% 17.07 LF 12" HDPE @ 0.50% PROPOSED SINGLE COMINATION INLET B2-1 STA: 10+17.07 N: 136654.56 E: 194588.66 FL: 4974.88 INV OUT: 4972.76 12" HDPE (N) 12"x6" HDPE TEE AT INVERT ELEVATION 4972.93. N: 136631.76 E: 194661.85 P-Strm-B 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 9+75 10+00 11+00 12+00 12+25 P-Strm-B-1 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 10+50 10+00 9+75 51.41 LF 18" HDPE @ 0.20% PROPOSED STORM MH B2 STA: 10+51.41 RIM: 4975.47 INV IN: 4972.76 12" HDPE (SE) INV IN: 4972.85 12" HDPE (S) INV OUT: 4972.66 18" HDPE (W) PROPOSED SINGLE COMBINATION INLET B4 STA: 11+68.59 FL: 4975.67 INV OUT: 4972.99 12" HDPE (NW) PROPOSED FES STORM B1 STA: 10+00.00 INV IN: 4972.56 18" HDPE (E) TOP OF PROPOSED COMCAST CABLE TV STA.=11+14.76 EL. = 4972.413 TOP OF PROPOSED CABLE & TELEPHONE STA.=11+16.90 EL. = 4972.413 INV OF EXISTING 12" SANITARY SEWER STA.=11+03.42 EL. = 4968.010 EXISTING GROUND FINISH GROUND 115.06 LF 12" HDPE @ 0.20% P-Strm-D 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 10+50 10+00 9+75 19.14 LF 18" HDPE @ 0.50% PROPOSED FES STORM D1 STA: 10+00.00 INV IN: 4971.79 18" HDPE (SW) PROPOSED STORM INLET D2 STA: 10+19.14 FL: 4974.16 INV OUT: 4971.89 18" HDPE (NE) EXISTING GROUND FINISH GROUND PROPOSED ROOF DRAIN (12"x6" TEE) STA: 11+34.60 INV IN: 4972.93 12" HDPE (SE) INV IN: 4973.28 6" HDPE (NE) INV OUT: 4972.93 12" HDPE (NW) PROPOSED STORM MH B2 STA: 10+00.00 RIM: 4975.47 INV IN: 4972.76 12" HDPE (SE) INV IN: 4972.85 12" HDPE (S) INV OUT: 4972.66 18" HDPE (W) 17.07 LF 12" HDPE @ -0.50% PROPOSED SINGLE COMINATION INLET B2-1 STA: 10+17.07 FL: 4974.88 INV OUT: 4972.76 12" HDPE (N) EXISTING GROUND FINISH GROUND T/C PROPOSED GAS LINE G PROPOSED 4" SANITARY SEWER 4" SS 1.5" W PROPOSED 6" FIRE SERVICE 6" F OHU EXISTING STORM SEWER EXISTING OVERHEAD UTILITIES EXISTING LIGHT POLE EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC H Y D G EXISTING TELEPHONE T ST EXISTING ELECTRIC E PROPOSED CABLE TELEVISION CTV PROPOSED STORM SEWER EXISTING GAS EXISTING TREES PROPOSED UNDERDRAIN UD NOTES: PROPOSED ROOF DRAIN RD EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED VERTICAL CURB & GUTTER PROPOSED LID TREATMENT/POROUS LANDSCAPE DETENTION EXISTING BUILDING SAWCUT LINE PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED OUTFALL CURB & GUTTER EXISTING RAILROAD TRACKS PROPOSED GRAVEL/COBBLE SURFACE (RE: LANDSCAPE ARCHITECT PROPOSED UNDERGROUND CABLE TV & TELECOMMUNICATIONS (SEE DRY UTILITY NOTE 4) PROPOSED UNDERGROUND ELECTRIC E \A1;PROPOSED 1 {\H0.7x;\S1#2;}" DOMESTIC WATER SERVICE LEGEND: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION REVIEW SET C404 STORM SEWERS B, B2-1, & D PLAN & PROFILES 1" = 20' FSW FSW 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 PROPOSED TRANSFORMER T STUB FOR FUTURE ROOF DRAIN RD STORM SEWER B STORM SEWER PROFILE SCALE : 1" = 20' HORZ. 1" = 2' VERT. STORM SEWER B2-1 STORM SEWER PROFILE SCALE : 1" = 20' HORZ. 1" = 2' VERT. STORM SEWER D STORM SEWER PROFILE SCALE : 1" = 20' HORZ. 1" = 2' VERT. 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 3. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 4. CONTRACTOR SHALL PROVIDE A MINIMUM COVER OVER STORM SEWER PIPE DURING CONSTRUCTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 5. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 4. ALL ON-SITE HDPE STORM SEWER AS SHOWN ON THESE DRAWINGS IS PRIVATE. 5. STORM SEWER MAINS SHOWN ON THESE DRAWINGS ARE HIGH DENSITY POLYETHYLENE (HDPE) AND SHALL BE WATERTIGHT ADS N-12 OR APPROVED EQUAL. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP. EXISTING 12" SANITARY SEWER PROPOSED DRIVEWAY PROPOSED SIDEWALK PROPOSED BUILDING PROPOSED PARKING LOT PROPOSED SIDEWALK PROPOSED PLAZA (RE: LANDSCAPE ARCHITECT) PROPOSED SIDEWALK PROPOSED FIRE AND TRUCK LANE 30.00 UTILITY EASEMENT 33.00 WIDE ROW 9.00 WIDE UTILITY EASEMENT 15.00 UTILITY EASEMENT N01°10'43"E 166.48' N89°21'28"E 405.45' S00°47'32"E 182.07' (EXISTING PROPERTY LINE) EX. 8' (±) WIDE SIDEWALK 1203 N. COLLEGE AVE. EXISTING BUILDING 1201 N. COLLEGE AVE. N. COLLEGE AVENUE (PUBLIC ROW VARIES) PROPOSED POWER POLE PRESERVE & PROTECT EXISTING LIGHT PRESERVE & PROTECT EXISTING LIGHT AND ELECTRIC VAULTS PRESERVE & PROTECT EXISTING TREE (TYP.) PRESERVE & PROTECT EX. SANITARY SEWER MH RIM = 4974.10 INV. IN = 4967.62 (N) INV. OUT = 4967.52 (S) PRESERVE & PROTECT EXISTING GAS METER PROPOSED TOP OF DETENTION POND PROPOSED DRAINAGE EASEMENT PROPOSED BOULDER RETAINING WALL (TYP. - RE: LANDSCAPE ARCHITECT) PROPOSED EMERGENCY ACCESS EASEMENT EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY PRESERVE & PROTECT EXISTING TREES (TYP.) EXISTING PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION CONNECT TO EXISTING GAS STUB PER UTILITY COMPANY'S STANDARDS & REGULATIONS PROPOSED 5' DEEP DRYWELL (SEE DETAIL) MASON STREET (FUTURE) TEMPORARY TURNAROUND PROPOSED RETAINING WALL (RE: ARCHITECT) PROPOSED GRAVEL SWALE (RE: LANDSCAPE ARCHITECT) 167.60 LF 30" RCP @ 0.20% PROPOSED STORM MH A2 STA: 11+70.08 N: 136594.45 E: 194667.15 RIM: 4976.31 INV IN: 4969.89 30" RCP (NW) INV IN: 4970.29 8" HDPE (SW) INV OUT: 4969.79 30" RCP (E) 170.29 LF 30" RCP @ 0.20% PROPOSED POND OUTLET STA: 13+40.37 N: 136680.13 E: 194519.99 GRATE: 4975.25 INV OUT: 4970.23 30" RCP (SE) CONNECT PROPOSED STORM MH A1 TO EXISTING STORM SEWER STA: 10+00.00 N: 136592.73 E: 194834.74 RIM: 4975.87± (CONTRACTOR TO VERIFY EXISTING RIM PRIOR TO CONSTRUCTION.) INV. IN: 4969.46 30" RCP EX. INV IN: 4969.36 30" RCP EX. INV OUT: 4969.36 30" RCP 7.85 LF 8" HDPE @ 1.00% PROPOSED NYLOPLAST STORM INLET MH A2-1 STA: 10+07.85 N: 136587.70 E: 194663.15 GRATE: 4973.56 P-Strm-A INV OUT: 4970.37 8" HDPE (NE) 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 13+50 13+00 12+00 11+00 10+00 9+75 P-Strm-A2-1 4965 4970 4975 4980 4985 4990 4965 4970 4975 4980 4985 4990 9+75 10+00 10+50 CONNECT PROPOSED STORM MH A1 TO EXISTING STORM SEWER STA: 10+02.49 RIM: 4975.87± (CONTRACTOR TO VERIFY RIM PRIOR TO CONSTRUCTION) INV IN: 4969.46 30" RCP (W) INV IN: 4969.36 30" RCP (N) INV OUT: 4969.36 30" RCP (S) 167.60 LF 30" RCP @ 0.20% PROPOSED STORM MH A2 STA: 11+70.08 RIM: 4976.31 INV IN: 4969.89 30" RCP (NW) INV IN: 4970.29 8" HDPE (SW) INV OUT: 4969.79 30" RCP (E) 170.29 LF 30" RCP @ 0.20% PROPOSED POND OUTLET STA: 13+40.37 GRATE: 4975.25 INV OUT: 4970.23 30" RCP (SE) INV OF EXISTING 12" SANITARY SEWER STA.=12+07.92 EL. = 4967.860 EXISTING GROUND FINISH GROUND EXISTING GROUND FINISH GROUND 2.0' (MIN) APPROXIMATE LOCATION OF EXISTING GAS AND ELECTRIC PROPOSED GAS, ELECTRIC, CABLE TV AND TELEVISION PER UTILITY COMPANY'S SPECIFICATIONS PROPOSED STORM MH A2 STA: 10+00.00 RIM: 4976.31 INV IN: 4969.89 30" RCP (NW) INV IN: 4970.29 8" HDPE (SW) INV OUT: 4969.79 30" RCP (E) 7.85 LF 8" HDPE @ 1.00% PROPOSED NYLOPLAST STORM INLET MH A2-1 STA: 10+07.85 GRATE: 4973.56 INV OUT: 4970.37 8" HDPE (NE) EXISTING GROUND FINISH GROUND (EXISTING) (EXISTING) RETAINING WALL (RE: ARCHITECT) T/C PROPOSED GAS LINE G PROPOSED 4" SANITARY SEWER 4" SS 1.5" W PROPOSED 6" FIRE SERVICE 6" F OHU EXISTING STORM SEWER EXISTING OVERHEAD UTILITIES EXISTING LIGHT POLE EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC H Y D G EXISTING TELEPHONE T ST EXISTING ELECTRIC E PROPOSED CABLE TELEVISION CTV PROPOSED STORM SEWER EXISTING GAS EXISTING TREES PROPOSED UNDERDRAIN UD PROPOSED ROOF DRAIN RD EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED VERTICAL CURB & GUTTER PROPOSED LID TREATMENT/POROUS LANDSCAPE DETENTION EXISTING BUILDING SAWCUT LINE PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED OUTFALL CURB & GUTTER EXISTING RAILROAD TRACKS PROPOSED GRAVEL/COBBLE SURFACE (RE: LANDSCAPE ARCHITECT PROPOSED UNDERGROUND CABLE TV & TELECOMMUNICATIONS (SEE DRY UTILITY NOTE 4) PROPOSED UNDERGROUND ELECTRIC E \A1;PROPOSED 1 {\H0.7x;\S1#2;}" DOMESTIC WATER SERVICE LEGEND: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION REVIEW SET C403 STORM SEWER A & A2-1 PLAN & PROFILES 1" = 20' FSW FSW 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 PROPOSED TRANSFORMER T STUB FOR FUTURE ROOF DRAIN RD STORM SEWER A STORM SEWER PROFILE SCALE : 1" = 20' HORZ. 1" = 2' VERT. STORM SEWER A2-1 STORM SEWER PROFILE SCALE : 1" = 20' HORZ. 1" = 2' VERT. NOTES: 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 3. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 4. CONTRACTOR SHALL PROVIDE A MINIMUM COVER OVER STORM SEWER PIPE DURING CONSTRUCTION IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 5. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 4. ALL ON-SITE HDPE STORM SEWER AS SHOWN ON THESE DRAWINGS IS PRIVATE. 5. STORM SEWER MAINS SHOWN ON THESE DRAWINGS ARE HIGH DENSITY POLYETHYLENE (HDPE) AND SHALL BE WATERTIGHT ADS N-12 OR APPROVED EQUAL. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP. EXISTING ASPHALT MATCH INTO EXISTING PROPOSED RETAINING WALL (RE: ARCHITECT) PROPOSED POWER POLE (SEE SHEET C300) PROPOSED OUTFALL CURB & GUTTER 1.4% 4.8% 5.0% 2.1% 6:1 5.0% PROPOSED VALLEY PAN BETWEEN EX. BUILDING AND RETAINING WALL PROPOSED BOULDER RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED BOULDERS (RE: LANDSCAPE ARCHITECT) PROPOSED SIGN (RE: ARCHITECT) EXISTING RIGHT-OF-WAY PROPOSED BOULDERS (RE: LANDSCAPE ARCHITECT) PROPOSED BOULDER RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED BOULDER RETAINING WALL (RE: LANDSCAPE ARCHITECT) 1.4% 2.0% 2.0% 2.0% 11.1% 3.8% 3.8% 3.7% 2.0% 2.0% 0.6% 0.6% 1.6% 1.6% 5.9% 7.4% 2.3% 3.8% 2.0% 2.0% 4.2% 11.2% 6.4% 2.0% 2.0% 7.2% 5.4% 8.7% 2.0% 7.5% 2.9% 0.6% 0.6% 1.9% 1.9% 3.9% 3.9% 1.1% (1.1%) (0.6%) 3.0% 1.0% 2.6% 3.3% 7.6% 5.6% 1.9% 3.0% 4.3% 5.4% 2.4% 2.1% 2.0% 9.7% 7.6% 6:1 4.4% 5.0% 2.0% 2.0% 2.0% 2.0% 4.1% 2.0% 2.1% 2.0% 2.0% 7.0% 8:1 8:1 6:1 3.5% 5.6% 3.1% 2.6% 3.8% 1.5% 10.7% 11.2% 10.2% 6.5% 3:1 3:1 4:1 4:1 2.0% 1.9% 8.0% 6.3% 7.6% 7:1 6:1 6:1 5.6% 6.8% 1.5% 2.0% 2.0% 2.1% 2.2% 2.3% 2.3% 0.7% 5.1% 2.8% 4.4% 7.0% 3.1% 4:1 3:1 3:1 3:1 3:1 5.4% 2.0% 2.0% PROPOSED RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED BOULDER SEAT WALL (RE: LANDSCAPE ARCHITECT) MATCH INTO EXISTING MATCH INTO EXISTING MATCH INTO EXISTING MATCH INTO EXISTING PROPOSED ROLL-OVER CURB & GUTTER 170.29 LF 30" RCP @ 0.20% 167.60 LF 30" RCP @ 0.20% PROPOSED STORM MH A2 N: 136594.45 E: 194667.15 RIM: 4976.31 INV IN: 4969.89 30" RCP INV IN: 4970.29 8" HDPE INV OUT: 4969.79 30" RCP PROPOSED NYLOPLAST STORM INLET C6 N: 136653.06 E: 194792.00 GRATE: 4975.87 INV OUT: 4974.48 8" HDPE PROPOSED NYLOPLAST STORM INLET C4 N: 136697.01 E: 194782.64 GRATE: 4976.11 INV IN: 4974.35 8" HDPE INV IN: 4974.35 6" HDPE INV OUT: 4974.25 12" HDPE 61.56 LF 12" HDPE @ 0.20% PROPOSED NYLOPLAST STORM INLET MH A2-1 N: 136587.70 E: 194663.15 GRATE: 4973.56 INV OUT: 4970.37 8" HDPE 7.85 LF 8" HDPE @ 1.00% 10.29 LF 6" HDPE @ 1.00% PROPOSED PLAZA (RE: LANDSCAPE ARCHITECT) TRASH ENCLOSURE (RE: ARCHITECT) PROPOSED FIRE AND TRUCK LANE EX. 8' (±) WIDE SIDEWALK PROPOSED SIDEWALK N. COLLEGE AVENUE (PUBLIC ROW VARIES) MOVIE PROJECTOR HOUSING (RE: OWNER) PROPOSED CONNECTION TO BUILDING AT INVERT 4973.98 24.20 LF 6" HDPE @ 1.00% 25.86 LF 6" HDPE @ 1.00% PROPOSED 6-IN RISER TO BE CAPPED FOR FUTURE ROOF DRAIN N: 136733.51 E: 194652.55 RIM: 4977.12 INV IN: 4973.72 6" HDPE INV OUT: 4973.72 6" HDPE PROPOSED CONNECTION TO BUILDING AT INVERT 4973.98 PROPOSED BUILDING FF ELEV. = 4977.5 PROPOSED DRIVEWAY PROPOSED SIDEWALK EX. 8' (±) WIDE SIDEWALK 1203 N. COLLEGE AVE. EXISTING BUILDING EX. FF ELEV. = 4976.5(±) (SEE NOTE 11) EXISTING 30" STORM SEWER 0.7% CONNECT PROPOSED STORM MH A1 TO EXISTING STORM SEWER (SEE NOTE 13) N: 136592.73 E: 194834.74 RIM: 4975.87± INV. IN: 4969.46 30" RCP EX. INV IN: 4969.36 30" RCP EX. INV OUT: 4969.36 30" RCP 76.03 FL 76.42 FL/HP 76.55 HP 75.62 FL/HP 76.30 FL/HP 75.87 LP 78.90 HP 78.25 HP 76.59 HP (75.85) (76.06) (74.12) (76.50) (75.65) 76.56 HP (76.50) (74.07) (76.21) 76.86 HP 78.00 HP (74.30) 75.87 FL 76.51 FL 75.96 FL 79.00 TW 79.00 TW 76.13 FL 75.81 FL 76.26 FL 76.41 FL 76.09 FL BW:76.49 TW:77.50 76.46 FL/HP 74.86 FL 74.89 BW:74.89 TW:77.50 74.09 FL BW:74.12 TW:77.50 74.04 FL/HP BW:74.07 TW:77.50 75.32 FL 73.80 FL 76.56 FL 76.59 FL 76.44 FL 76.39 FL 76.35 FL 76.43 FL BW:74.35 TW:77.50 76.00 FL 75.81 FL 77.50 TC 77.00 GRD 77.25 GRD 77.16 GRD 77.25 TC/GRD 77.25 TC/GRD 76.60 TC 76.67 TC 76.22 TC 77.50 TC 77.32 TC 77.50 TC 77.50 TC 76.65 FL 76.49 FL 76.15 FL 75.95 FL 76.93 77.25 GRD 76.90 (76.38) (76.68) (76.70) (76.78) (76.87) (77.02) 77.50 TC 77.50 TC 77.04 TC 76.83 TC 76.94 TC 76.72 TC 76.94 76.95 76.97 77.00 76.90 76.51 BW 76.95 BW/HP 76.72 BW 76.11 BW/LP 76.43 BW/FL 78.00 TW 78.50 TW 78.45 TW 78.48 TW 78.00 TW 78.69 78.69 77.00 77.00 76.59 76.61 FL 77.00 TW 76.33 BW 76.35 TW 76.38 FL 76.53 77.25 GRD 77.25 TC/GRD 77.25 GRD 77.25 GRD 75.98 FL 75.72 BW 76.47 BW 76.93 BW 77.46 TW 77.50 TW 77.50 TW 77.63 HP 75.25 BW 76.00 TW 77.34 75.04 GRD 75.25 GRD 74.97 GRD 75.28 GRD 75.85 TC 75.85 TC 75.25 BW 76.74 BW 75.85 75.85 TC 75.28 TC 75.66 TC 77.28 BW 76.57 TW 76.57 TW 77.28 BW 77.30 BW 77.30 BW 78.12 TW 76.67 TW 75.35 TW 77.22 BW 77.98 TW 77.01 TW 76.20 TW 76.91 BW 76.71 BW 76.14 BW 77.09 HP 77.10 HP 77.09 HP 75.94 76.48 76.75 76.82 TC 76.72 TC 76.73 TC 76.49 TC 76.57 TC 77.50 TC 77.50 TC 77.25 GRD 77.25 GRD 76.07 HP 77.25 TC/GRD INSTALL VAPOR BARRIER MEMBRANE BETWEEN EXISTING BUILDING AND CONCRETE DRAINAGE PLAN AS RECOMMENDED OR SPECIFIED BY BUILDING ARCHITECT. MATCH INTO EXISTING MATCH INTO EXISTING FLOWLINE AND TOP BACK OF CURB 77.38 TC 76.15 TC 76.36 TC 2.0% 1.7% 5.0% 4.1% 77.31 TC 2.0% 1.5% 76.65 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 1.7% 77.11 TC 2.8% 2.1% 77.25 GRD 77.25 GRD 77.25 GRD 77.25 GRD 76.41 TC 76.32 TC 77.25 GRD 76.25 TC 77.25 GRD 1.7% 76.74 TC 77.38 TC 77.50 TC 77.18 TC 77.31 TC 77.10 BW 2.0% 1.7% 1.9% 1.9% 75.90 FL 1.4% 2.0% 77.18 TC 77.30 TC 76.97 TC 6.7% 1.0% 1.0% 76.10 FL/HP 0.7% 77.22 BW 2.5% 2.0% 2.0% 1.7% 77.09 TC 115.06 LF 12" HDPE @ 0.20% PROPOSED SINGLE COMBINATION INLET B4 N: 136616.40 E: 194691.93 FL: 4975.67 INV OUT: 4972.99 12" HDPE 2.0% 2.0% 9.1% 1.0% 77.06 BW/HP 76.91 BW 77.50 TW 77.50 TW 77.63 HP 2.9% PROPOSED SWALE AT 2.0% FLOWLINE SLOPE OVER STORM PIPE 4:1 0.7% 5.0% 1.6% 2.0% 3.5% 32.93 LF 6" HDPE @ 2.70% 2.0% PROPOSED OUTFALL CURB & GUTTER 75.74 FL 75.51 FL 75.60 77.78 HP 78.25 HP 77.00 GRD 77.17 GRD 77.17 GRD 77.00 GRD 77.00 GRD 77.00 GRD 12"x6" HDPE TEE AT INVERT ELEVATION 4972.93. N: 136631.76 E: 194661.85 12"x6" HDPE TEE AT INVERT ELEVATION 4973.48. N: 136757.66 E: 194651.11 44.94 LF 8" HDPE @ 0.30% X X X X X X X X X X X ST ST ST ST TF.O. D D 30' WIDE UTILITY EASEMENT SHEET C401 MATCHLINE 6:1 98.12 LF 12" HDPE @ 0.20% 5:1 8.2% 8.7% 4:1 4:1 4:1 8.1% 4.7% 4:1 3.7% 2.9% 2.7% APPROXIMATE LIMITS OF CONSTRUCTION 5.0% 2.1% 5.4% 8.1% 4:1 4.9% 6.6% 7:1 2.8% 8.0% 6.7% 16.0% 4:1 4.5% 10:1 4:1 4:1 18.6% 5.6% 5.7% 6:1 PROPOSED NYLOPLAST STORM INLET C3 N: 136758.16 E: 194775.56 GRATE: 4975.89 INV IN: 4974.13 12" HDPE INV OUT: 4973.93 12" HDPE PROPOSED NYLOPLAST STORM INLET C2 N: 136759.26 E: 194677.45 GRATE: 4975.57 INV IN: 4973.73 12" HDPE INV OUT: 4973.53 12" HDPE EXISTING RAILROAD ROW 24.20 LF 6" HDPE @ 1.00% 75.89 LP 75.57 LP/FL 75.95 HP 76.72 HP 76.59 76.22 HP 76.25 HP 76.26 HP 76.71 HP/FL 76.80 HP (76.25) 76.35 HP 76.60 HP 76.26 (77.12) 76.65 76.70 77.25 GRD 77.25 GRD 77.50 TC 76.22 76.40 FL 76.17 FL 76.30 76.22 75.89 75.71 75.94 76.00 75.95 HP 76.14 76.16 FL 76.50 HP 76.60 HP (74.58) (74.99) (75.07) (74.84) 76.96 TC 77.15 TC/GRD 77.15 TC/GRD 9:1 7:1 2.0% 108.01 LF 12" HDPE @ 0.20% PROPOSED SWALE AT 2.0% FLOWLINE SLOPE OVER STORM PIPE PROPOSED SWALE AT 2.0% FLOWLINE SLOPE OVER STORM PIPE PROPOSED SWALE AT 2.0% FLOWLINE SLOPE 2.0% 2.9% 5:1 77.25 GRD 7.8% 12"x6" HDPE TEE AT INVERT ELEVATION 4973.87. N: 136758.45 E: 194749.84 RD 7.4% 2.0% 7.0% PROPOSED SIDEWALK 77.34 TC/GRD 76.76 76.34 77.25 GRD 77.25 GRD X X 1.0% 76.34 FL 73.60 FL (73.70) BW:73.63 TW:77.50 73.56 LP 76.99 GRD BW:73.58 TW:77.50 77.71 PROPOSED SPOT ELEVATION HP - HIGH POINT LP - LOW POINT TC - TOP OF CONCRETE FL - FLOWLINE OF CURB TBC - TOP BACK OF CURB TW - TOP OF WALL BW - BOTTOM OF WALL GRD - GROUND ELEVATION AT EXTERIOR WALL, DOOR, OR RAISED PLATFORM EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 PROPOSED CONTOURS 80 79 PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED UNDERDRAIN UD VAULT ELEC RD EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING TREES PROPOSED ROOF DRAIN PROPOSED TRANSFORMER T EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED VERTICAL CURB & GUTTER PROPOSED LID TREATMENT/POROUS LANDSCAPE DETENTION EXISTING BUILDING SAWCUT LINE PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED OUTFALL CURB & GUTTER EXISTING RAILROAD TRACKS PROPOSED GRAVEL/COBBLE SURFACE (RE: LANDSCAPE ARCHITECT LEGEND: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C402 DETAILED GRADING PLAN EAST HALF 1" = 10' FSW FSW NOTES: (77.90) EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) NOT FOR CONSTRUCTION REVIEW SET PROPOSED CONTOUR INTERVAL = 1.0' 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 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. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. SPOT ELEVATIONS SHOWN ARE FLOWLINE, EDGE OF PAVEMENT, OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3. ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 4. ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE. 5. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 8. SEE ARCHITECTURAL PLANS FOR DIMENSIONS/DESIGN OF ALL BUILDING CONCRETE DOOR STOOPS. 9. ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 10. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 11. EXISTING BUILDING IS LOCATED 0.1' SOUTH OF PROPERTY LINE. CONTRACTOR TO PRESERVE AND PROTECT EXISTING BUILDING AND MATCH INTO EXISTING ELEVATIONS AGAINST BUILDING. PROPOSED VALLEY PAN SHALL SLOPE AWAY FROM EXISTING BUILDING AT MINIMUM 2% SLOPE. 12. STORM SEWER MAINS SHOWN ON THESE DRAWINGS ARE HIGH DENSITY POLYETHYLENE (HDPE) AND SHALL BE WATERTIGHT ADS N-12 OR APPROVED EQUAL. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP. 13. CONTRACTOR TO VERIFY RIM ELEVATION OF EXISTING GROUND PRIOR TO INSTALLATION OF PROPOSED MANHOLE. PROPOSED CONNECTION TO BUILDING AT INVERT 4974.47 6.48 LF 6" @ 1.00% 8"x6" HDPE TEE AT INVERT ELEVATION 4974.41. N: 136677.71 E: 194786.75 5.5% 4.4% 3.0% 3.0% 3.5% 3.5% 4:1 10.1% 6.1% 9.5% 7:1 2.0% 4:1 2.2% 6:1 2.0% 2.0% 2.0% 3.7% 2.9% PROPOSED POWER POLE (SEE SHEET C300) PROPOSED OUTFALL CURB & GUTTER 1.4% PROPOSED MOVIE SCREEN (RE: OWNER) PROPOSED TOP OF BERM ELEV. = 4975.95 PROPOSED TOP OF BERM ELEV. = 4975.95 PROPOSED BOULDER RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED RETAINING WALL (RE: ARCHITECT) EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED FES INV OUT: 4973.31 PROPOSED OUTFALL CURB & GUTTER 3.2% 2.1% PROPOSED BOULDER RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED VERTICAL CURB & GUTTER PROPOSED BOULDER RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED BOULDER RETAINING WALL (RE: LANDSCAPE ARCHITECT) 1.9% 1.4% 2.0% 2.0% 2.0% 2.0% 0.6% 2.0% 2.0% 7.2% 0.6% 2.0% 3.0% 1.9% 3.0% 4.3% 5.4% 2.4% 2.1% 2.0% 4:1 1.9% 2.5% 2.3% 2.5% 1.5% 1.8% 0.6% 0.7% 5.1% 5:1 4:1 3.1% 2.0% 2.0% 2.0% 2.0% 2.8% 4.4% 7.0% 3.1% PROPOSED BOULDER RETAINING WALL (RE: LANDSCAPE ARCHITECT) 4.2% 2.3% 2.2% 4.3% 3.9% 4.1% 6:1 3.5% 3.2% 8.0% 4:1 11:1 8:1 8:1 2.7% 3.7% 5.6% 2.3% 2.0% 1:1 2.0% 1:1 2.0% 1:1 1:1 2.0% 2.0% 2.0% 2.0% 4:1 4:1 4:1 4:1 4:1 13.7% 5.2% 3.9% 6:1 4:1 19:1 5:1 6:1 6:1 6:1 6:1 6:1 10:1 2.0% 2.0% 2:1 2:1 1:1 18.6% 5.6% 5.7% 5.4% 4.6% 6:1 2.0% 2.0% PROPOSED RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED VERTICAL CURB & GUTTER PROPOSED RAISED PLATFORM (RE: LANDSCAPE ARCHITECT) PROPOSED ROLL-OVER CURB & GUTTER 0.6% PROPOSED OUTFALL CURB & GUTTER PROPOSED OUTFALL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER 1.3% 1.4% 4.3% 2.1% 4.4% 4.3% 3.7% 3.9% 3.9% EXTEND GRAVEL SWALE 5' INTO POROUS LANDSCAPE DETENTION AT MINIMUM 2% GRADE EXTEND GRAVEL SWALE 5' INTO POROUS LANDSCAPE DETENTION AT MINIMUM 2% GRADE 170.29 LF 30" RCP @ 0.20% PROPOSED STORM MH B2 N: 136671.63 E: 194588.85 RIM: 4975.47 INV IN: 4972.76 12" HDPE INV IN: 4972.85 12" HDPE INV OUT: 4972.66 18" HDPE PROPOSED NYLOPLAST STORM INLET MH A2-1 N: 136587.70 E: 194663.15 GRATE: 4973.56 INV OUT: 4970.37 8" HDPE 7.85 LF 8" HDPE @ 1.00% PROPOSED PLAZA (RE: LANDSCAPE ARCHITECT) TRASH ENCLOSURE (RE: ARCHITECT) PROPOSED FIRE AND TRUCK LANE MOVIE PROJECTOR HOUSING (RE: OWNER) 24.20 LF 6" HDPE @ 1.00% 25.86 LF 6" HDPE @ 1.00% PROPOSED 6-IN RISER TO BE CAPPED FOR FUTURE ROOF DRAIN N: 136733.51 E: 194652.55 RIM: 4977.12 INV IN: 4973.72 6" HDPE INV OUT: 4973.72 6" HDPE PROPOSED POND OUTLET N: 136680.13 E: 194519.99 GRATE: 4975.25 INV OUT: 4970.23 30" RCP 1.6% 0.5% PROPOSED PARKING LOT (EXISTING PROPERTY LINE) PROPOSED LID TREATMENT / POROUS LANDSCAPE DETENTION MASON STREET (FUTURE) TEMPORARY TURNAROUND 0.7% PROPOSED FES INV OUT: 4971.75 2.9% 74.84 FL 75.40 FL 74.84 FL/LP 76.03 FL 76.54 FL/HP 76.42 FL/HP 76.28 FL 76.42 FL 75.95 HP 75.95 HP 75.95 HP 75.95 HP 75.95 HP 75.95 HP 76.72 HP 76.59 HP 76.14 TC 75.95 HP 75.95 HP 75.95 HP 75.95 HP 76.22 HP (74.07) 76.42 FL (74.30) (74.02) (74.59) (75.03) (75.69) HP (75.40) 75.25 74.75 (74.47) 75.95 HP 75.24 FL 75.30 FL 75.87 FL 76.51 FL 79.00 TW 79.00 TW 75.95 HP 74.04 FL/HP BW:74.07 TW:77.50 76.56 FL 76.59 FL 76.44 FL 76.39 FL 76.35 FL 76.43 FL BW:74.35 TW:77.50 76.00 FL 75.81 77.32 77.50 TC 75.99 FL 76.16 FL 75.95 FL 75.98 FL 75.50 BW 76.00 TW 75.44 BW 77.35 TW 75.72 BW 76.47 BW 76.93 BW 77.46 TW 77.50 TW 77.50 TW 77.63 HP 75.25 BW 74.72 BW 73.82 BW 76.00 TW 75.37 TW 74.50 TW 74.00 BW 75.48 77.34 73.33 72.35 72.35 72.67 75.95 HP 75.95 HP 76.00 TC 75.95 HP 75.95 HP 75.44 TC 74.68 GRD 74.83 GRD 75.04 GRD 75.25 GRD 74.68 GRD 74.97 GRD 75.28 GRD 75.85 TC 75.85 TC 75.25 BW 76.74 BW 75.85 TC 75.85 TC 75.85 TC 75.28 TC 75.66 TC 77.28 BW 76.57 TW 76.57 TW 77.28 BW 77.30 BW 77.30 BW 78.12 TW 76.67 TW 75.35 TW 77.22 BW 77.98 TW 77.01 TW 76.20 TW 76.91 BW 76.71 BW 76.14 BW 71.75 BW 71.75 BW 72.00 BW/HP 72.00 BW 72.00 BW 72.00 BW 72.32 BW 72.49 BW 75.89 TW 75.89 TW 75.89 TW 75.89 TW 75.89 TW 75.89 TW 75.95 HP 75.95 HP 72.00 72.16 BW:74.06 TW:77.50 BW:74.72 TW:77.50 BW:74.74 TW:77.50 (74.65) BW:75.07 TW:77.50 (75.10) (75.24) 75.70 75.40 75.15 74.99 (74.36) BW:75.58 TW:77.50 72.71 BW 73.16 73.19 72.16 73.29 72.32 72.49 73.50 73.59 73.81 73.02 BW 72.71 73.02 75.89 TW 75.89 TW 75.89 TW 75.89 TW 74.81 BW 73.31 BW 73.31 75.48 BW 73.46 TW 73.47 75.89 75.71 75.94 76.00 76.48 75.95 HP 76.14 76.16 FL 73.97 76.50 HP 76.60 HP (74.51) (74.35) (74.34) (74.49) (74.70) (74.65) (74.65) (75.00) (74.99) (74.38) (74.58) 73.21 72.18 76.82 TC 76.96 TC 76.72 TC 76.49 TC 77.50 TC 75.50 FL 75.60 FL 75.49 FL 73.29 76.07 HP 74.16 LP/FL 71.25 LP 72.00 HP 71.25 LP 72.50 HP 4.9% PROPOSED 5' DEEP DRYWELL (SEE DETAIL) PROPOSED 5' DEEP DRYWELL (SEE DETAIL) 2.8% 108.01 LF 12" HDPE @ 0.20% PROPOSED 1.0 FT WIDE CONCRETE CHASE SEE DETAIL FOR BOULDERS AROUND AREA INLET 75.95 HP 75.89 TW 4:1 6:1 2.0% 1.7% 4.1% 77.31 TC 2.0% 1.7% 77.11 TC (74.31) (74.58) 74.58 FL 74.44 FL 2.3% 1.7% 9.0% 75.34 7:1 75.11 FL/HP 74.84 FL 75.80 FL 75.54 FL/HP 76.07 HP 76.25 HP 75.76 HP 1.6% 1.6% 74.27 FL 1.7% 76.74 TC 77.10 BW 2.0% 1.7% 1.9% 1.9% 75.90 FL 1.4% 76.97 TC 6.7% 1.0% 76.10 FL/HP 0.7% 77.22 BW 2.5% 2.0% 2.0% 1.7% 77.09 TC 115.06 LF 12" HDPE @ 0.20% 2.0% 4.0% 2.0% 1.0% 19.14 LF 18" HDPE @ 0.50% 1.6% 1.6% 77.06 BW/HP 76.91 BW 77.50 TW 77.50 TW 77.63 HP 2.9% PROPOSED AREA STORM INLET D2 N: 136666.25 E: 194453.89 RIM: 4974.16 INV OUT: 4971.89 18" HDPE 2.0% 1.0% 1.0% 1.0% 1.0% 2.0% PROPOSED SWALE AT 1.0% FLOWLINE SLOPE PROPOSED SWALE AT 2.0% FLOWLINE SLOPE 4.5% 3.7% 2.9% 5:1 51.41 LF 18" HDPE @ 0.20% 5.0% 0.7% 1.6% 2.0% 3.5% 4.2% 2.5% PROPOSED SINGLE COMINATION INLET B2-1 N: 136654.56 E: 194588.66 FL: 4974.88 INV OUT: 4972.76 12" HDPE 17.07 LF 12" HDPE @ -0.50% 32.93 LF 6" HDPE @ 2.70% PROPOSED OUTFALL CURB & GUTTER 75.74 FL 75.51 FL 75.60 76.37 GRD 77.11 GRD 76.99 GRD 76.99 GRD 77.00 GRD 77.00 GRD 77.17 GRD 77.17 GRD 12"x6" HDPE TEE AT INVERT ELEVATION 4973.48. N: 136757.66 E: 194651.11 X X X X X X X X X X X X R R 30' WIDE UTILITY EASEMENT MATCHLINE SHEET C402 PROPOSED BOULDER RETAINING WALL (RE: LANDSCAPE ARCHITECT) APPROXIMATE LIMITS OF CONSTRUCTION EXISTING RAILROAD ROW (74.38) (74.58) PROPOSED SWALE AT 2.0% FLOWLINE SLOPE NOTES: 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 PROPOSED CONTOURS 80 79 PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED UNDERDRAIN UD VAULT ELEC RD EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING TREES PROPOSED ROOF DRAIN 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. SPOT ELEVATIONS SHOWN ARE FLOWLINE, EDGE OF PAVEMENT, OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3. ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 4. ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE. 5. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 8. SEE ARCHITECTURAL PLANS FOR DIMENSIONS/DESIGN OF ALL BUILDING CONCRETE DOOR STOOPS. 9. ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 10. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 11. EXISTING BUILDING IS LOCATED 0.1' SOUTH OF PROPERTY LINE. CONTRACTOR TO PRESERVE AND PROTECT EXISTING BUILDING AND MATCH INTO EXISTING ELEVATIONS AGAINST BUILDING. PROPOSED VALLEY PAN SHALL SLOPE AWAY FROM EXISTING BUILDING AT MINIMUM 2% SLOPE. 12. STORM SEWER MAINS SHOWN ON THESE DRAWINGS ARE HIGH DENSITY POLYETHYLENE (HDPE) AND SHALL BE WATERTIGHT ADS N-12 OR APPROVED EQUAL. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP. PROPOSED TRANSFORMER T EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED VERTICAL CURB & GUTTER PROPOSED LID TREATMENT/POROUS LANDSCAPE DETENTION EXISTING BUILDING SAWCUT LINE PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED OUTFALL CURB & GUTTER EXISTING RAILROAD TRACKS PROPOSED GRAVEL/COBBLE SURFACE (RE: LANDSCAPE ARCHITECT LEGEND: ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 C401 DETAILED GRADING PLAN WEST HALF 1" = 10' FSW FSW NOT FOR CONSTRUCTION REVIEW SET PROPOSED CONTOUR INTERVAL = 1.0' 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 HP - HIGH POINT LP - LOW POINT TC - TOP OF CONCRETE FL - FLOWLINE OF CURB TBC - TOP BACK OF CURB TW - TOP OF WALL BW - BOTTOM OF WALL GRD - GROUND ELEVATION AT EXTERIOR WALL, DOOR, OR RAISED PLATFORM 2.0% 5:1 4.4% 7:1 2.0% 8.2% 2.6% 2.0% 4.3% 4:1 1:1 1:1 1:1 4:1 4:1 4:1 0.6% 0.6% 2.0% 2.3% 2.0% 1.7% 1.6% 1.6% 5.2% 3.5% 2.0% 5.0% 2.9% 8.7% 2.0% 2.0% 2.9% 2.6% 12.9% 12.1% 2.0% 5.5% 4.4% 3.0% 3.5% 4:1 10.1% 6.1% 9.5% 7:1 2.0% 4:1 2.2% 4.4% 4:1 4:1 8.1% 4.7% 4:1 2.9% 1.4% 4.8% 5.0% 2.1% 6:1 5.0% 2.7% PROPOSED MOVIE SCREEN (RE: OWNER) PROPOSED VALLEY PAN BETWEEN EX. BUILDING AND RETAINING WALL PROPOSED TOP OF BERM ELEV. = 4975.95 PROPOSED TOP OF BERM ELEV. = 4975.95 PROPOSED BOULDER RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED RETAINING WALL (RE: ARCHITECT) PROPOSED BOULDERS (RE: LANDSCAPE ARCHITECT) PROPOSED SIGN (RE: ARCHITECT) EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY APPROXIMATE LIMITS OF CONSTRUCTION APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED BOULDERS (RE: LANDSCAPE ARCHITECT) 5.0% 3.2% 2.1% 7.0% 2.3% 4.3% 3.9% 8:1 2.3% 1:1 4:1 4:1 4:1 5.2% PROPOSED BUILDING FF ELEV. = 4977.5 PROPOSED PARKING LOT PROPOSED DRIVEWAY PROPOSED SIDEWALK EX. 8' (±) WIDE SIDEWALK 1203 N. COLLEGE AVE. EXISTING BUILDING EX. FF ELEV. = 4976.5(±) (SEE NOTE 11) EXISTING RAILROAD ROW EXISTING 30" STORM SEWER (EXISTING PROPERTY LINE) PROPOSED LID TREATMENT / POROUS LANDSCAPE DETENTION 1219 N. COLLEGE AVE. EXISTING BUILDING 1201 N. COLLEGE AVE. 113 HICKORY ST. N. COLLEGE AVENUE (PUBLIC ROW VARIES) MASON STREET (FUTURE) TEMPORARY TURNAROUND 2.9% 74.84 FL 75.40 FL 74.84 FL/LP 76.03 FL 76.54 FL/HP 76.42 FL/HP 76.55 HP 75.62 FL/HP 76.30 FL/HP 75.87 LP 78.90 HP 76.28 FL 76.42 FL 75.89 LP 75.57 LP/FL 78.25 HP 75.95 HP 75.95 HP 75.95 HP 75.95 HP 75.95 HP 76.72 HP 76.59 HP 76.14 TC (75.85) (76.06) 75.95 HP 75.95 HP 75.95 HP 76.22 HP 76.25 HP 76.26 HP (74.12) (76.50) (75.65) 76.71 HP/FL 76.56 HP (76.50) (74.07) (76.21) 76.86 HP 76.80 HP (76.25) 76.42 FL (74.30) (74.02) (74.59) (75.03) (75.69) HP (75.40) 75.25 74.75 (74.47) 75.95 HP 75.24 FL 75.30 FL PROPOSED 5' DEEP DRYWELL (SEE DETAIL) PROPOSED 5' DEEP DRYWELL (SEE DETAIL) 75.80 FL 75.54 FL/HP 6.7% 78.25 HP NOTES: 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 PROPOSED CONTOURS 80 79 PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED UNDERDRAIN UD VAULT ELEC RD EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING TREES PROPOSED ROOF DRAIN 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. SPOT ELEVATIONS SHOWN ARE FLOWLINE, EDGE OF PAVEMENT, OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3. ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS. 4. ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE. 5. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 8. SEE ARCHITECTURAL PLANS FOR DIMENSIONS/DESIGN OF ALL BUILDING CONCRETE DOOR STOOPS. 9. ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 10. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 11. EXISTING BUILDING IS LOCATED 0.1' SOUTH OF PROPERTY LINE. CONTRACTOR TO PRESERVE AND PROTECT EXISTING BUILDING AND MATCH INTO EXISTING ELEVATIONS AGAINST BUILDING. PROPOSED VALLEY PAN SHALL SLOPE AWAY FROM EXISTING BUILDING AT MINIMUM 2% SLOPE. 12. STORM SEWER MAINS SHOWN ON THESE DRAWINGS ARE HIGH DENSITY POLYETHYLENE (HDPE) AND SHALL BE WATERTIGHT ADS N-12 OR APPROVED EQUAL. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP. PROPOSED TRANSFORMER T EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED VERTICAL CURB & GUTTER PROPOSED LID TREATMENT/POROUS LANDSCAPE DETENTION EXISTING BUILDING SAWCUT LINE PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED OUTFALL CURB & GUTTER EXISTING RAILROAD TRACKS PROPOSED GRAVEL/COBBLE SURFACE (RE: LANDSCAPE ARCHITECT NOT FOR CONSTRUCTION REVIEW SET LEGEND: FIELD SURVEY BY: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 1089-001 DATE: JANUARY 2015 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 C400 OVERALL GRADING PLAN 1" = 20' FSW FSW NOT FOR CONSTRUCTION REVIEW SET PROPOSED CONTOUR INTERVAL = 1.0' 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 HP - HIGH POINT LP - LOW POINT TC - TOP OF CONCRETE FL - FLOWLINE OF CURB TBC - TOP BACK OF CURB TW - TOP OF WALL BW - BOTTOM OF WALL GRD - GROUND ELEVATION AT EXTERIOR WALL, DOOR, OR RAISED PLATFORM G G G G W W W W W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST ST TF.O. X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU G OHU OHU VAULT ELEC VAULT ELEC V.P. V.P. D D S R R W WV WV WV H Y D H Y D WV CTV CTV CTV 5' EXISTING 8" WATER EX. 30" STORM SEWER EXISTING 12" SANITARY SEWER PROPOSED DRIVEWAY PROPOSED SIDEWALK PROPOSED BUILDING PROPOSED PARKING LOT PROPOSED SIDEWALK PROPOSED PLAZA (RE: LANDSCAPE ARCHITECT) PROPOSED SIDEWALK SIDEWALK PROPOSED FIRE AND TRUCK LANE PROJECTOR 30' UTILITY EASEMENT 19.5' 3' 10' 7' 33' WIDE ROW 9' WIDE UTILITY EASEMENT 5' 7' 15' UTILITY EASEMENT S89°21'28"E 165.15' N87°36'29"E 182.74' N01°10'43"E 166.48' N89°21'28"E 405.45' S00°47'32"E 182.07' (EXISTING PROPERTY LINE) EX. 8' (±) WIDE SIDEWALK 1203 N. COLLEGE AVE. EXISTING BUILDING 1219 N. COLLEGE AVE. EXISTING BUILDING 1201 N. COLLEGE AVE. 113 HICKORY ST. 10' MIN. N. COLLEGE AVENUE (PUBLIC ROW VARIES) PROPOSED POND OUTLET PROPOSED STORM SEWER MANHOLE PROPOSED STORM SEWER MANHOLE PROPOSED TELECOMMUNICATIONS AND CABLE TELEVISION SERVICE (RE: ELECTRICAL PLANS) PROPOSED POWER POLE. SEE DRY UTILITY NOTES 2, 3, & 4. RECONNECT UTILITY SERVICES TO ADJOINING PROPERTY PER UTILITY COMPANY'S SPECIFICATIONS AND REQUIREMENTS. COORDINATE UTILITY WORK WITH ADJOINING PROPERTY OWNER. CONNECT TO EXISTING 8" WATER MAIN PER CITY'S STANDARDS & REGULATIONS. TIE INTO EXISTING 8" WATER MAIN WITH 8"x6" TAPPING SADDLE, THRUST BLOCK, AND 6" GATE VALVE PRESERVE & PROTECT EXISTING TRAFFIC SIGNAL PRESERVE & PROTECT EXISTING LIGHT PRESERVE & PROTECT EXISTING LIGHT PRESERVE & PROTECT EXISTING LIGHT AND ELECTRIC VAULTS PRESERVE & PROTECT EXISTING TREE (TYP.) PRESERVE & PROTECT EX. SANITARY SEWER MH RIM = 4974.10 INV. IN = 4967.62 (N) INV. OUT = 4967.52 (S) PRESERVE AND PROTECT EXISTING RAILROAD SWITCH PRESERVE & PROTECT EXISTING GAS METER PROPOSED STORM SEWER PROPOSED NYLOPLAST INLET PROPOSED PROPOSED AREA INLET WITH COMBINATION INLET BOULDERS (SEE DETAIL) PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED NYLOPLAST INLET PROPOSED STAIRS FOR 2ND STORY DECK (RE: ARCHITECT) PROPOSED DRAINAGE EASEMENT PROPOSED RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED EMERGENCY ACCESS EASEMENT PROPOSED MOVIE SCREEN (RE: OWNER) PROPOSED NYLOPLAST INLET PROPOSED FES PROPOSED FES PROPOSED FES PROPOSED STORM SEWER EXISTING PROPERTY LINE EXISTING RAILROAD RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROPOSED SIGN (RE: ARCHITECT) CONNECT TO EX. ELECTRIC PER CITY'S STANDARDS & REGULATIONS CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP) CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP) CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP) CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP) PRESERVE & PROTECT EXISTING TREES (TYP.) EXISTING PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION APPROXIMATE LIMITS OF CONSTRUCTION PROPOSED NYLOPLAST INLET CONNECT TO EX. UNDERGROUND CABLE TV WITH NEW PEDESTAL PER COMCAST SPECIFICATIONS (SEE DRY UTILITY NOTE 3). APPROXIMATE LOCATION OF EXISTING UNDERGROUND CABLE TV LINE (COMCAST) RELOCATED UNDERGROUND CABLE TV (SEE DRY UTILITY NOTE 3) CONNECT TO EXISTING GAS STUB PER UTILITY COMPANY'S STANDARDS & REGULATIONS 1 2 3 5 4 6 10 9 7 11 11 5' 8 PROPOSED 5' DEEP DRYWELL (SEE DETAIL) PROPOSED 5' DEEP DRYWELL (SEE DETAIL) MASON STREET (FUTURE) TEMPORARY GRAVEL TURNAROUND PROPOSED 6" RISER WITH CAP FOR FUTURE ROOF DRAIN CONNECT TO PROPOSED ROOF DRAIN. (RE: MEP) PROPOSED 5' x 8.5' CONCRETE PAD FOR RTU UNIT (RE: ARCHITECT) N84°10'02"E 52.04' PROPOSED NYLOPLAST INLET 12 PROPOSED RETAINING WALL (RE: ARCHITECT) PROPOSED GRAVEL SWALE (RE: LANDSCAPE ARCHITECT) PROPOSED GRAVEL SWALE (RE: LANDSCAPE ARCHITECT) PROPOSED COMBINATION INLET 5' 5' PROPOSED TOP OF DETENTION POND PROPOSED BOULDER RETAINING WALL (RE: LANDSCAPE ARCHITECT) T/C PROPOSED GAS LINE G PROPOSED 4" SANITARY SEWER 4" SS 1.5" W PROPOSED 6" FIRE SERVICE 6" F OHU EXISTING STORM SEWER EXISTING OVERHEAD UTILITIES EXISTING LIGHT POLE EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT VAULT ELEC H Y D G EXISTING TELEPHONE T ST EXISTING ELECTRIC E PROPOSED CABLE TELEVISION CTV PROPOSED STORM SEWER EXISTING GAS EXISTING TREES PROPOSED UNDERDRAIN UD 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 4. WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC UNLESS OTHERWISE NOTED. 9. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE TYPE K COPPER. HDPE PIPE MAY BE USED FOR 1 1 2" AND 2" WATER SERVICES. SEE WATERLINE NOTE 4 ON SHEET C001 REGARDING 1 1 2" AND 2" WATER SERVICES. 10. ALL ROOF DRAIN CONNECTIONS SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) OR APPROVED EQUAL. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. THE CONNECTION TRANSITION FROM THE SITE HDPE ROOF DRAINS TO THE INTERNAL SCH40 PVC BUILDING DRAINS SHALL BE MADE WITH A HDPE TO PVC ADAPTER. 11. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 12. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 13. ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. DRY UTILITY NOTES 1. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY. 2. INSTALL POWER POLE WITH GUY WIRES AND ATTACH EXISTING OVERHEAD UTILITIES TO POLE PER UTILITY COMPANY'S SPECIFICATIONS. CONTRACTOR TO COORDINATE INSTALLATION OF POLE WITH RESPECTIVE UTILITY COMPANYS. UTILITIES ON POLE INCLUDE: COMCAST (CABLE TV), CENTURYLINK (TELECOMMUNICATIONS), AND CITY OF FORT COLLINS POWER (ELECTRIC). THE POWER POLE RELOCATION COSTS WILL BE THE RESPONSIBILITY OF THE DEVELOPER. THE CITY WILL RELOCATE THE POLE, INSTALL A RISER DOWN THE POLE, AND INSTALL A SECONDARY BOX. CONTRACTOR WILL RUN SECONDARY LINE FROM SECONDARY BOX TO EXISTING BUILDING'S ELECTRIC METER. 3. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS TO RELOCATE THE EXISTING OVERHEAD CABLE TV LINE (OWNED BY COMCAST) INTO AN UNDERGROUND CONDUIT AS SHOWN ON THIS PLAN. THE CONTRACTOR OR COMCAST SHALL PROVIDE AND INSTALL THE CONDUIT. COMCAST SHALL MAKE THE CONNECTION POINTS AND PULL ALL CABLE WITHIN THE CONDUIT. THE DEVELOPER SHALL DETERMINE WHO WILL INSTALL THE CONDUIT BETWEEN THE CONTRACTOR OR COMCAST. 4. PHONE, INTERNET, AND CABLE SERVICE TO BE PROVIDED BY CENTURYLINK AND/OR COMCAST. THE PROVIDER SHALL MAKE THE CONNECTION FROM MAIN, LOCATED ON NEW POWER POLE, AND PULL ALL CABLE WITHIN THE CONDUIT TO THE PROPOSED PEDESTAL AND/OR VAULT. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING THE REQUIRED QUANTITY AND SIZE OF CONDUIT, AS DELINEATED BY THE PROVIDER, FROM THE CONNECTION POINT TO THE BUILDING AS SHOWN ON THIS PLAN. DEVELOPER WILL DETERMINE WHO THE PROVIDER WILL BE BETWEEN CENTURYLINK OR COMCAST. 5. ALL CONDUIT PLACED BY THE DEVELOPER FOR PHONE, INTERNET, AND CABLE SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 6. ELECTRIC SERVICE FOR LYRIC CINEMA TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER. THE COST OF THE PRIMARY LINE, TRANSFORMER, AND THE INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 7. UTILITY SERVICES (ELECTRIC, CABLE TV, & TELEVISION) FOR 1203 N. COLLEGE TO BE PROVIDED BY THE RESPECTIVE UTILITY COMPANY. THE RESPECTIVE UTILITY COMPANY SHALL INSTALL THE SERVICE LINE, TRANSFORMER, VAULTS, AND METERS FROM THE CONNECTION POINT ON THE TELEPHONE POLE TO THE EXISTING BUILDING CONNECTION POINT. THE COST OF THE SERVICE LINE, TRANSFORMER, VAULTS, AND METERS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER FOR LYRIC CINEMA. 8. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH APPROVED ARCHITECTURAL PLANS. 9. XCEL SHALL INSTALL THE CONNECTIONS TO THE EXISTING GAS MAIN, AND INSTALL THE SERVICE TO GAS METER AT THE BUILDING AT THE DEVELOPERS EXPENSE. 10. IT IS RECOMMENDED THAT A DRY UTILITY COORDINATION MEETING TO BE SET UP BY THE CONTRACTOR AND/OR OWNER WITH ALL DRY UTILITY AGENCIES PRIOR TO CONSTRUCTION TO COORDINATE THEIR DESIGN. NOTES: PROPOSED ROOF DRAIN RD EXISTING RIGHT-OF-WAY/PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED VERTICAL CURB & GUTTER PROPOSED LID TREATMENT/POROUS LANDSCAPE DETENTION EXISTING BUILDING SAWCUT LINE PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED OUTFALL CURB & GUTTER EXISTING RAILROAD TRACKS PROPOSED GRAVEL/COBBLE SURFACE (RE: LANDSCAPE ARCHITECT PROPOSED UNDERGROUND CABLE TV & TELECOMMUNICATIONS (SEE DRY UTILITY NOTE 4) PROPOSED UNDERGROUND ELECTRIC E KEY NOTES: CONNECT TO EXISTING SANITARY SEWER MAIN WITH 12"x4" WYE SADDLE 1 WITH STAINLESS STEEL STRAPS AT INVERT ELEVATION 4968.70. PROPOSED GREASE INTERCEPTOR. SEE APPROVED PLUMBING PLANS FOR PROPOSED SANITARY SEWER INLET/OUTLET PIPE ELEVATIONS AND ROUTINGS. INVERT OUT ELEVATION = 4969.44. 2 CONNECT 4" PVC SANITARY SEWER SERVICE AT MINIMUM 2% SLOPE AND 3 INVERT ELEVATION 4969.58. SEE PLUMBING PLANS FOR CONTINUATION. 5 PROPOSED GAS SERVICE. SEE MEP PLANS FOR CONTINUATION. 6 7 8 PROPOSED 6" FIRE SERVICE. SEE PLUMBING PLANS FOR CONTINUATION. PROPOSED 2" WATER SERVICE. SEE PLUMBING PLANS FOR CONTINUATION. 4 PROPOSED SANITARY SEWER WYE AT INVERT 4969.23. 9 10 PROPOSED CURB STOP WITH TRAFFIC RATED LID. PROPOSED 2" TO 1 1 2" REDUCER 11 PROPOSED 90° HORIZONTAL BEND WITH THRUST BLOCK. PROPOSED 1 1 2" WATER METER. \A1;PROPOSED 1 {\H0.7x;\S1#2;}" DOMESTIC WATER SERVICE LEGEND: ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION REVIEW SET C300 UTILITY PLAN 1" = 20' FSW FSW 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 PROPOSED TRANSFORMER T STUB FOR FUTURE ROOF DRAIN RD 12 PROPOSED ELECTRIC SERVICE. SEE ELECTRICAL PLANS FOR CONTINUATION. EXISTING TRAFFIC SIGNAL PRESERVE & PROTECT EXISTING LIGHT PRESERVE & PROTECT EXISTING LIGHT PRESERVE & PROTECT EXISTING LIGHT AND ELECTRIC VAULTS PRESERVE & PROTECT EXISTING TREE (TYP.) PRESERVE AND PROTECT EXISTING RAILROAD SWITCH PROPOSED DRIVEWAY PROPOSED 5' WIDE SIDEWALK PROPOSED BUILDING PROPOSED PARKING LOT PROPOSED PLAZA (RE: LANDSCAPE ARCHITECT) PROPOSED 8' WIDE SIDEWALK EX. 8' (±) WIDE SIDEWALK PROPOSED 5' WIDE SIDEWALK PROPOSED 2ND STORY DECK (RE: ARCHITECT) PROPOSED STAIRS FOR 2ND STORY DECK (RE: ARCHITECT) PROPOSED BOULDERS (RE: LANDSCAPE ARCHITECT) PROPOSED BIKE RACKS (RE: OWNER) PROJECTOR PROPOSED 6' WIDE SIDEWALK PROPOSED TRASH ENCLOSURE (RE: ARCHITECT) PROPOSED CONCRETE VALLEY PAN BETWEEN EX. BUILDING AND RETAINING WALL (SEE NOTE 12) PROPOSED LID TREATMENT / POROUS LANDSCAPE DETENTION PROPOSED OUTFALL CURB & GUTTER PROPOSED OUTFALL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED FIRE AND TRUCK LANE PROPOSED TOP OF DETENTION POND PROPOSED DRAINAGE EASEMENT 15' UTILITY EASEMENT S89°21'28"E 165.15' N87°36'29"E 182.74' N84°10'02"E 52.04' N01°10'43"E 166.48' N89°21'28"E 405.45' S00°47'32"E 182.07' PROPOSED OUTFALL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED ROLL-OVER CURB & GUTTER PROPOSED BOULDER RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED BOULDER RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED BOULDER RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED BOULDERS (RE: LANDSCAPE ARCHITECT) PROPOSED BOULDERS (RE: LANDSCAPE ARCHITECT) PROPOSED BOULDERS (RE: LANDSCAPE ARCHITECT) PROPOSED BOULDER SEAT WALL (RE: LANDSCAPE ARCHITECT) 25' FROM FL TO FL 9' TYP. 19' TYP. 19' TYP. 9' TYP. FL RADIUS = 4.5' FL RADIUS = 4.5' FL RADIUS = 1.5' EOA RADIUS = 6.0' FL RADIUS = 15' FL RADIUS = 31.5' FL RADIUS = 60.0' FL RADIUS = 15' FL RADIUS = 10' FL RADIUS = 4.5' PROPOSED GRAVEL SWALE (RE: LANDSCAPE ARCHITECT) PROPOSED CRUSHER FINE PATH (RE: LANDSCAPE ARCHITECT) PROPOSED RETAINING WALL (RE: LANDSCAPE ARCHITECT) PROPOSED BOLLARD (RE: LANDSCAPE ARCHITECT) 100' PRESERVE & PROTECT EXISTING TREES (TYP.) PROPOSED EMERGENCY ACCESS EASEMENT NORTHING: 136756.00 EASTING: 194411.59 (PROPERTY CORNER) NORTHING: 136589.56 EASTING: 194408.17 (PROPERTY CORNER) NORTHING: 136585.02 EASTING: 194813.59 (PROPERTY CORNER) NORTHING: 136767.07 EASTING: 194811.08 (PROPERTY CORNER) (EXISTING PROPERTY LINE) EXISTING PROPERTY LINE EXISTING RAILROAD RIGHT-OF-WAY PROPOSED SIGN (RE: ARCHITECT) 119' EXISTING RIGHT-OF-WAY 42.7' 42.7' 20' 20' 53.7' NORTHING: 136629.24 EASTING: 194678.41 (OUTSIDE FACE OF WALL) NORTHING: 136639.12 EASTING: 194778.54 (OUTSIDE FACE OF WALL) NORTHING: 136747.66 EASTING: 194749.34 (OUTSIDE FACE OF WALL) NORTHING: 136748.53 EASTING: 194671.65 (OUTSIDE FACE OF WALL) 1.0' WIDE CONCRETE CHASE APPROXIMATE LIMITS OF CONSTRUCTION SAWCUT LINE (TYP.) APPROXIMATE LIMITS OF CONSTRUCTION 5.0' 2.0' 2.0' 5.0' 5.0' 2.0' 5.0' APPROXIMATE LIMITS OF CONSTRUCTION T 1203 N. COLLEGE AVE. EXISTING BUILDING (SEE NOTE 12) 1219 N. COLLEGE AVE. EXISTING BUILDING 1201 N. COLLEGE AVE. 113 HICKORY ST. N. COLLEGE AVENUE (PUBLIC ROW VARIES) HANDICAP RAMP (TYP.) 8' 19' TYP. 5' 8' 9' 8.3' TEMPORARY TURNAROUND (27' RADIUS - SEE NOTE 19) MASON STREET (FUTURE) PROPOSED BOULDERS AT STORM INLET (SEE DETAIL) T INSTALL VAPOR BARRIER/MEMBRANE LINER BETWEEN EXISTING BUILDING AND CONCRETE DRAINAGE PAN AS RECOMMENDED OR SPECIFIED BY BUILDING ARCHITECT. T PROPOSED VERTICAL CURB & GUTTER PROPOSED OUTFALL CURB & GUTTER PROPOSED 5' x 8.5' CONCRETE PAD FOR MECHANICAL UNIT (RE: ARCHITECT) PROPOSED GRAVEL SWALE (RE: LANDSCAPE ARCHITECT) PROPOSED BOULDERS (RE: LANDSCAPE ARCHITECT) TAPER VERTICAL CURB FROM 0" TO 6" FOR LENGTH OF 5'. MATCH CURB INTO SIDEWALK. MATCH TO EXISTING FLOWLINE, TOP BACK OF CURB, SIDEWALK, AND DRIVEWAY 6' 6' FL RADIUS = 1.0' FL RADIUS = 1.0' EXISTING RIGHT-OF-WAY/PROPERTY LINE VAULT ELEC APPROXIMATE LIMITS OF CONSTRUCTION EXISTING CONCRETE EXISTING CURB & GUTTER PROPOSED CONCRETE PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT (SEE NOTE 18) PROPOSED VERTICAL CURB & GUTTER RD PROPOSED LID TREATMENT/POROUS LANDSCAPE DETENTION EXISTING BUILDING SAWCUT LINE EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING TREES PROPOSED ROOF DRAIN PROPOSED TRANSFORMER NOTES: 1. FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY. 2. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING AS SHOWN ON THIS DRAWING. 3. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BENCHES, SEAT WALLS, LANDSCAPE WALLS, LANDSCAPE ROCK, MULCH, ETC. 5. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED ARCHITECTURAL DRAWINGS FOR ALL CONCRETE STEPS, HANDRAIL, FENCE, BIKE RACK, ETC DETAILS AND SPECIFICATIONS. 6. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS. 7. ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2) 8. THE CONTRACTOR INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 9. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 10. CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE. 11. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 12. EXISTING BUILDING IS LOCATED 0.1' SOUTH OF PROPERTY LINE. CONTRACTOR TO PRESERVE AND PROTECT EXISTING BUILDING AND MATCH INTO EXISTING ELEVATIONS AGAINST BUILDING. PROPOSED CONCRETE VALLEY PAN SHALL SLOPE AWAY FROM EXISTING BUILDING AT MINIMUM 2% SLOPE. 13. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 14. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 15. CONTRACTOR TO REFERENCE LATEST LANDSCAPE DRAWINGS FOR PROPOSED CONCRETE COLOR, JOINT PATTERN, TEXTURE, ETC. 16. SEE ARCHITECTURAL PLANS FOR DIMENSIONS/DESIGN OF ALL BUILDING CONCRETE DOOR STOOPS. 17. ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 18. ALL PARKING AREAS AND DRIVE AISLES WITHIN THE PROJECT PROPERTY SHALL CONSIST OF HEAVY DUTY ASPHALT PAVEMENT UNLESS OTHERWISE SPECIFIED. SEE GEOTECHNICAL REPORT AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION. 19. THE TEMPORARY TURNAROUND SHALL BE CONSTRUCTED OF COMPACTED ROAD BASE THAT CAN SUPPORT 40 TONS. PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED OUTFALL CURB & GUTTER T PROPOSED 5' CURB TRANSITION FROM VERTICAL CURB TO OUTFALL OR ROLL-OVER CURB T EXISTING RAILROAD TRACKS PROPOSED GRAVEL/COBBLE SURFACE (RE: LANDSCAPE ARCHITECT NOT FOR CONSTRUCTION REVIEW SET STRIPING AND SIGNAGE LEGEND: 1 PROPOSED 4" SOLID WHITE LINE 2 PROPOSED 4" DOUBLE YELLOW LINE 3 PROPOSED 6" WHITE DIAGONAL CROSS HATCH MARKINGS 5 6 8 PROPOSED "DO NOT BLOCK DRIVEWAY" SIGN HANDICAPPED PARKING SIGN (R7-8) WITH VAN ACCESSIBLE PLAGUE (R7-8P) AND $100 FINE PLAGUE 1 1 3 3 8 6 2 5 4 6 6 6 4 HANDICAPPED PARKING SIGN (R7-8) WITH $100 FINE PLAGUE 6 LEGEND: FIELD SURVEY BY: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 1089-001 DATE: JANUARY 2015 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 C200 HORIZONTAL CONTROL PLAN 1" = 20' FSW FSW NOT FOR CONSTRUCTION REVIEW SET PROPOSED "FIRE LANE" SIGN WITH NO PARKING SYMBOL AND DIRECTIONAL ARROWS 7 PROPOSED "FIRE LANE NO PARKING BY ORDER OF THE FIRE MARSHAL" SIGN 7 7 7 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 STUB FOR FUTURE ROOF DRAIN RD D D S R R W WV WV WV H Y D H Y D WV CTV CTV CTV EXISTING 10' WIDE UTILITY EASEMENT EXISTING 10' WIDE UTILITY EASEMENT / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / UNION PACIFIC RAILROAD EAST LINE OF THE SE 1/4 SECTION 2 BASIS OF BEARINGS = S00°38'34"E 2657.03' (M) N84°10'02"E 52.04' (R) S83°31'30"W 52.04' (M) N87°36'29"E 182.74' (R) S86°57'57"W 182.74' S00°47'32"E 182.07' (M) N89°21'28"W 405.45' (R) EAST 425.57' (M) N01°10'43"E 166.48' (R) S00°32'W 165.87' (M) S89°21'28"E 165.15' (R) WEST 165.29' EX. 8' (±) WIDE SIDEWALK EXISTING DRIVEWAY 1203 N. COLLEGE AVE. PRESERVE & PROTECT EXISTING BUILDING (SEE NOTE 10) 1219 N. COLLEGE AVE. PRESERVE & PROTECT EXISTING BUILDING EX. WATER MAIN EX. SANITARY SEWER MAIN EX. 30" STORM SEWER @ 0.32% EXISTING ACCESS EASEMENT PRESERVE & PROTECT CONCRETE INLET REMOVE POWERPOLE AND GUIDE WIRES RELOCATE UTILITY SERVICE TO NEIGHBORING PROPERTY PER UTILITY PLAN EXISTING OVERHEAD UTILITIES: 1. REMOVE OVERHEAD ELECTRICAL LINE PER CITY OF FORT COLLINS POWER SPECIFICATIONS. 2. RELOCATE OVERHEAD CABLE TV LINE UNDERGROUND (SEE SHEET C300) PER COMCAST SPECIFICATIONS. REMOVE POWERPOLE AND GUIDE WIRES PRESERVE & PROTECT REMOVE POWERPOLE EXISTING POWER POLE PRESERVE & PROTECT EXISTING CHAINLINK FENCE REMOVE CHAINLINK FENCE PRESERVE & PROTECT EXISTING CHAINLINK FENCE PRESERVE AND PROTECT EXISTING DECIDUOUS TREES REMOVE FENCE POSTS PRESERVE & PROTECT CHAINLINK FENCE PRESERVE & PROTECT EXISTING TRAFFIC SIGNAL PRESERVE & PROTECT EXISTING LIGHT PRESERVE & PROTECT EXISTING LIGHT PRESERVE & PROTECT EXISTING LIGHT AND ELECTRIC VAULTS PRESERVE & PROTECT EX. STORM SEWER INLET RIM = 4976.92 INV. OUT = 4872.18 (E) PRESERVE & PROTECT EX. STORM SEWER MH RIM = 4976.64 INV. IN = 4970.04 (N) INV. OUT = 4969.98 (S) PRESERVE & PROTECT EXISTING TREE (TYP.) PRESERVE & PROTECT EX. STORM SEWER INLET RIM = 4974.80 INV. OUT = 4869.68 (E) PRESERVE & PROTECT EX. STORM SEWER MH RIM = 4974.58 INV. IN = 4968.88 (N) INV. OUT = 4968.96 (S) PRESERVE & PROTECT EX. SANITARY SEWER MH RIM = 4974.10 INV. IN = 4967.62 (N) INV. OUT = 4967.52 (S) EXISTING FIRE HYDRANT WITH "OUT OF SERVICE" TAG EXISTING FIRE HYDRANT EXISTING WATER VALVE (TYP.) REMOVE ABANDONED MANHOLE PRESERVE AND PROTECT EXISTING RAILROAD SWITCH PRESERVE & PROTECT EXISTING GAS METER REMOVE EXISTING BOLLARDS EXISTING GAS STUB (SEE SHEET C300) SAWCUT LINE (TYP.) APPROXIMATE LIMITS OF CONSTRUCTION EXISTING PROPERTY LINE EXISTING RAILROAD RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING PROPERTY LINE APPROXIMATE LIMITS OF CONSTRUCTION APPROXIMATE LIMITS OF CONSTRUCTION PRESERVE & PROTECT EXISTING HANDICAP RAMP PRESERVE & PROTECT VENT PIPE (TYP.) PRESERVE & PROTECT EXISTING STORM INLET CONTRACTOR TO VERIFY LOCATION AND DEPTH OF UNDERGROUND CABLE TV LINE. N. COLLEGE AVENUE (PUBLIC ROW VARIES) REMOVE EXISTING BOLLARDS LEGEND: FIELD SURVEY BY: ORIGINAL FIELD SURVEY NORTHERN ENGINEERING SERVICES, INC. PROJECT NUMBER: 1089-001 DATE: JANUARY 2015 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 EXISTING RIGHT-OF-WAY/PROPERTY LINE EXISTING CONCRETE EXISTING CURB & GUTTER EXISTING STORM SEWER EXISTING IRRIGATION BOX EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y D CONTROL IRR EXISTING GAS G REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK REMOVE EXISTING ASPHALT PAVEMENT EXISTING TELEPHONE T SAWCUT LINE ST EXISTING UNDERGROUND ELECTRIC E REMOVE EXISTING OVERHEAD UTILITIES / / / / / / / / / / / / / / / / OHU / / / / / / / / / / / / / / / / / REMOVE EXISTING STRUCTURE / / / / / / / / / / APPROXIMATE LIMITS OF CONSTRUCTION PRESERVE & PROTECT EXISTING BUILDING EXISTING TRAFFIC LIGHT NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 5. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 6. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 7. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 9. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ITEMS. 10. EXISTING BUILDING IS LOCATED 0.1' SOUTH OF PROPERTY LINE. CONTRACTOR TO PRESERVE AND PROTECT EXISTING BUILDING AND MATCH INTO EXISTING ELEVATIONS AGAINST BUILDING. NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION REVIEW SET City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 C100 EXISTING CONDITIONS & DEMOLITION PLAN 1" = 20' FSW FSW 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 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 the City of Fort Collins. 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 City of Fort Collins 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: PROJECT DATUM: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark V-401 described by National Geodetic Survey 1984 in Fort Collins, at the junction of US. Highway 287 and Bristlecone Drive, 59.4 meters (194.9 ft) east of the centerline of the northbound lanes of the Highway, 14.7 meters (48.2 ft) north of the center of the drive, and 1.1 meters (3.6 ft) north of a utility pole and powerline crossing the drive. Note--Access to the Datum Point is through a 5-inch logo cap. The mark is 0.3 meters south from a witness post. The mark is above level with the drive. ELEVATION: 4977.81 PLEASE NOTE: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.17' BASIS OF BEARINGS Basis of Bearings is the East Line of the Southeast Quarter of Section 2, as bearing S00°38'34" E (assumed bearing) as monumented on the plat. 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: - None GENERAL NOTES: 1. It should be noted that any erosion control plan serves only as a guideline to the Contractor. Staging and/or phasing of Best Management Practices (BMPS) is expected. Additional and/or different BMPS from those originally depicted may be necessary during construction due to changing site conditions or as required by local authorities. 2. The Erosion Control Plan is schematic in nature. As such, graphical symbols may not be to scale, nor are they necessarily shown in their exact location. 3. The Contractor shall be responsible for all permitting (city, state discharge permit, etc.) and compliance with governing authorities. It shall be the responsibility of the Contractor (or Permit Holder) to ensure erosion control measures are properly maintained and followed. 4. Erosion control practices, site protection, and revegetation methods shall follow city regulations. 5. See landscape plans for additional information on seeding/planting, revegetation, erosion fabric/blankets, irrigation, hardscape and other temporary and permanent site stabilization methods. 6. Contractor shall implement the appropriate erosion control measures according the the construction sequencing and level of site stabilization. 7. Contractor shall implement appropriate inlet protection for all storm drains, swales, ponds and rain gardens until site is fully stabilized. 8. Inlet protection shall be adapted, as necessary, to the surrounding surface type and condition (i.e., stake-driven wattles for bare soil, sand bags or gravel socks for pavement, etc.) 9. Contractor is responsible for stabilizing all slopes, particularly those steeper than 6:1. Crimp mulching, hydro mulching, erosion mats, temporary irrigation, and additional wattles or silt fencing may be necessary to establish vegetative cover and stabilize the slope. 10. Additional wattles, silt fence, or other measures, may be necessary to insure that each building pad is stabilized throughout construction. At no time shall sediment be allowed to cross the public sidewalks. 11. Construction waste storage (dumpsters) and portable sanitation units (construction toilets) shall be located at least fifty (50) feet from any stormwater inlet, wetland, or drainage way. Said facilities must be set in a containment area that will not allow pollutants to directly flow, seep, run off, or be washed into a body of water, wetland or drainage way. Dumpsters shall be located on flat, stable ground, and construction toilets shall be staked down. 12. The contractor and all subcontractors will cooperate with the City's Construction Inspectors by ceasing operations when winds are of sufficient velocity to create blowing dust which, in the Inspector's opinion, is hazardous to the public health and welfare. 13. See Standard Grading and Erosion and Sediment Control Construction Plan Notes on this sheet for additional erosion control notes. EROSION CONTROL NOTES: A. STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN 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 IMPROVEMENTS 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 Traffic 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 Traffic Engineer or their designate. 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 Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic 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 Report for Lyric Cinema dated August 24, 2016 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. WATERLINE NOTE 1. All waterline and sanitary sewer construction shall conform to the Fort Collins 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. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. CONSTRUCTION NOTES: 1. The general notes for this project were taken verbatim from the adopted April 1, 2007 adopted LCUASS. Minor spelling corrections were made to those notes and the notes below are intended to amend the general notes for the project. 2. Where the General and Construction Notes refer to "Developer" substitute "Contractor". 3. Where the General and Construction Notes refer to "Local Entity" substitute "City of Fort Collins". 4. Contractor to verify specifications with the applicable addendums, revisions, and errata sheets. PROJECT SPECIFIC NOTES: City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 C001 GENERAL AND CONSTRUCTION NOTES NOT TO SCALE FSW FSW NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION REVIEW SET 1089-001 AUGUST 24, 2016 N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 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: PROJECT LOCATION VICINITY MAP 1"=2000' PLANNER/ LANDSCAPE ARCHITECT SITE ENGINEER SURVEYOR PROJECT DATUM: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark V-401 described by National Geodetic Survey 1984 in Fort Collins, at the junction of US. Highway 287 and Bristlecone Drive, 59.4 meters (194.9 ft) east of the centerline of the northbound lanes of the Highway, 14.7 meters (48.2 ft) north of the center of the drive, and 1.1 meters (3.6 ft) north of a utility pole and powerline crossing the drive. Note--Access to the Datum Point is through a 5-inch logo cap. The mark is 0.3 meters south from a witness post. The mark is above level with the drive. ELEVATION: 4977.81 PLEASE NOTE: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.17' BASIS OF BEARINGS Basis of Bearings is the East Line of the Southeast Quarter of Section 2, as bearing S00°38'34" E (assumed bearing) as monumented on the plat. Northern Engineering Services, Inc NE Project No. 1089-001 Date: January 2015 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: SHEET INDEX OWNER C000 COVER SHEET C001 GENERAL AND CONSTRUCTION NOTES SUBDIVISION PLAT (FOR REFERENCE ONLY) C100 EXISTING CONDITIONS & DEMOLITION PLAN C200 HORIZONTAL CONTROL PLAN C300 UTILITY PLAN C400 OVERALL GRADING PLAN C401 - C402 DETAILED GRADING PLANS C403 - C405 STORM SEWER PLAN AND PROFILES C500 DRAINAGE PLAN C501 EROSION CONTROL PLAN C600 - C604 CONSTRUCTION DETAILS C605 EROSION CONTROL DETAILS GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power-- Todd Vedder (970) 224-6152 CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Centurylink------------------------------- Bill Johnson (970) 490-7501 WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 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. PHONE NUMBER ** The underground utility locates 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. Didier Design Studio LLC 342 W. Douglas Road Fort Collins, Colorado 80524 (970) 416-1018 E N G I N E E R I N G N O R T H E RN E N G I N E E R I N G N O R T H E RN Lyric Cinema Cafe 300 E. Mountain Ave. Fort Collins, Colorado 80524 BUILDING ARCHITECT U/R Design 252 Linden Street Fort Collins, Colorado 80524 (970) 846-0267 C000 COVER SHEET NOT TO SCALE FSW FSW NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION REVIEW SET u | r Professional Engineering Consultants, P.A. 323 West Drake Road, Suite 116 Fort Collins, Colorado 80526 (970) 232-9558 x2503 PLUMBING CONSULTANT N E N O G R I N T E H E E R RN I N G u|r Scale Project number Date Drawn by Checked by urban|rural design inc. 252 linden street fort collins, colorado 970.846.0267 brian@urbanruralarch.com merl@urbanruralarch.com Lyric Cinema Glover, LLC No. Description Date LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: PLUMBING CONSULTANT: 301 North Howes Street Suite 100 Fort Collins, Colorado 970.221.4158 1089-001 AUGUST 24, 2016