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HomeMy WebLinkAboutTHE ELLIE AT OLD TOWN NORTH - FDP240015 - SUBMITTAL DOCUMENTS - ROUND 1 - Utility Plans GENERAL CONSTRUCTION NOTES UTILITY PLANS FOR THE ELLIE AT OLD TOWN NORTH 0C1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH OLD TOWN NORTH 5TH FILING, TRACT A. LOCATED IN SECTION 1, T7N, R69W OF THE 6TH P.M. CITY OF IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN FT COLLINS, LARIMER COUNTY, COLORADO LEGAL DESCRIPTION THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE OLD TOWN NORTH 5TH FILING, TRACT A TJC LIMITED INSPECTED AND APPROVED BY THE LOCAL ENTITY. 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. FIRST FDP SUBMISSION 10/31/24 8751 E HAMPDEN AVE 3. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS FROM THE DATE OF APPROVAL BY THE LOCAL SUITE B10 ENTITY ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. DENVER, CO 80231 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS SHEET INDEX 303.840,4742 BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL 1 COVER SHEET www.tjcivil.com ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT 2 EXISTING CONDITIONS PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM 3 OVERALL LAYOUT AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 4-6 GRADING PLANS 5. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO CONIFER ST 7 OVERALL UTILITY PLAN THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 8 SANITARY PROFILE 6. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE 9 POND DETAILS RESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE HICKORY ST 10 EROSION CONTROL GENERAL NOTES COMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 11 EROSION CONTROL PLAN 7. THE ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1- 800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO CONIFER ST 12 FT COLLINS DETAILS 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. N 9. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE _ L'vQ WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATIONS) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION. w Q: 10. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS a o N ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN Lu Lu ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. w J o ENGINEER STATEMENT 11. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE DEVELOPER NOTIFIES THE UTILITY � °' O PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY 00 E SUNGIA RD o I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. Z U-1 PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH 12. THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. EMM STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY W 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 �S� qUS �N E SUNGIA RD RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, BY THE WATER UTILITY. Cq��A ' oFR Sr AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. O 14. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER N 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 o DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. m p --------------------------------------------- U 16. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ST JAMES ALLEN (PE 42256) DATE O ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). TJC LIMITED Q 17. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE Q Q 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 INDEMNIFICATION STATEMENT = (� O SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR I- Q (0 O THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. E VINE DR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY 18. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF GROUNDWATER THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR O LLI SEEPAGE, WHETHER RESULTING FROM GROUNDWATER THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE Z ~ = U FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE LOCAL ENTITY FAILURE TO CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES Z Z U 19. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY THE ELLIE AT OLD TOWN NORTH DATED 6/18/24 BY TJC LIMITED SHALL REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY - z BE FOLLOWED AND IMPLEMENTED. REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE 0 _I O = H 20. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT LL O W MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. O W SURFACE OR LANDSCAPING. Q = 0) U 21. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD GEOTECHNICAL REPORT ( Cn PREPARED BY NINYO AND MOORE AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END Lo a:LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. ' PROJECT NO 502957001. O W ir 22. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT _ DATED MAY 23, 2024 = Z� W CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE. Q N ff > 23. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF VICINITY MAP frH Q O CONSTRUCTION. THE DEVELOPER SHALL NOTIFY THE LOCAL ENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY EROSION Lu O T J V CONTROL INSPECTOR (FORT COLLINS - 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR 500 250 0 500 1000 Z CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION D Z O ACTIVITY HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT W 3: H Z CO NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. SCALE: 1" =500' 24. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT- OF-WAY AFTER RIGHT OF WAY GRADING AND ALL W O UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN 0 J REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE DEVELOPER SHALL BE RESPONSIBLE FOR A PROJECT TEAM ~ W RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE DEVELOPER MAY USE THE LOCAL ENTITY'S DEFAULT PAVEMENT THICKNESS SECTION(S). Q (1) U REGARDLESS OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE OWNER/DEVELOPER J Z FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF' VAN HORN O - LL 42. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND CURB GUTTER SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY ENGINEER APPROVES THE FINAL REPORT. GUTTERS LANDSCAPING STRUCTURES AND IMPROVEMENTS DESTROYED DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE , LLC IO 25. THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE DEVELOPMENT MANAGEMENT 14143 DENVER WEST GUTTER FLOWLINE AT ALL INTERSECTIONS, INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPERS EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF W PARKWAY #100 GOLDEN CO 80401 MUST CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. CONTACT: RYAN VAN HORN ~ SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE LOCAL ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE ALLOWED 43. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL Q ON THE STREETS. CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. ARCHITECT U 26. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE COMPLETED PRIOR TO THE FINAL STAGES OF ROAD PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO KGA STUDIO ARCHITECTS Q CONSTRUCTION. FOR THE PURPOSES OF THESE STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, 3881 STEELE ST, STE 1132 J SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY DENVER, CO 80205 27. PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 720-925-5561 CRITERIA FOR ROADS WITHIN THESE DISTRICTS. 44. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED CONTACT: TRAVIS HENDRIX 28. ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. ESTABLISHED IN THE WILD FIRE HAZARD AREA MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL. 45. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL "T"INTERSECTIONS. CIVIL ENGINEER 29. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO SCHEDULE A SITE INSPECTION 46. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND TJC LIMITED FOR ANY TREE REMOVAL REQUIRING A PERMIT. WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 8751 E HAMPDEN AVE; SUITE B10 30. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC 47. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE DENVER, CO 80231 CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: ADJACENT ALLEYS. 303-330-8991 N 31. THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. 48. APPROVED VARIANCES ARE LISTED AS FOLLOWS: (NON-APPLICABLE). CONTACT: JIM ALLEN, PE LARIMER COUNTY, 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. o 32. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY u TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE Z CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. City of Fort Collins, Colorado 33. THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THE DEVELOPMENT RELATED TO UTILITY PLAN APPROVAL 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. APPROVED: 34. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. City Engineer, Approved Sheets Date 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. APPROVED: uI 36. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE Water&Wastewater Utility, Approved Sheets Date LO 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 APPROVED: i AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. Stormwater Utility, Approved Sheets Date 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 LOCAL ENTITY ENGINEER IMMEDIATELY. APPROVED: 39. THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, Park Planning and Development, Approved Sheets Date AND AVAILABLE TO THE LOCAL ENTITY'S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY ENGINEER. E APPROVED: 40. NEAREST NGS PUBLISHED CONTROL POINT: A 402; ELEV= 4962.47 BASIS OF BEARING BEARINGS BASED ON THE NORTH LINE OF TRACT A, HAVING A BEARING OF N 89°21'58" W. Traffic Operations, Approved Sheets Date Q 41. ALL STATIONING IS BASED ON FLOWLINE OF ROADWAYS UNLESS OTHERWISE NOTED. APPROVED: �i Environmental Planner, Approved Sheets Date DESIGNED BY: JWA CHECKED BY: TBM CD O N UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 2336 Z SHEET OF 116 LEGEND PROPERTY LINE —uc uc — EXIST TELEPHONE * X X EXIST FENCE CHAINLINK —+ +— EXIST FENCE ALUMINUM — — — — EXIST CONTOUR —OE of — EXIST OVERHEAD ELECTRIC TJC LIMITED F/o EXIST FIBER —GAS—GAS— EXIST GAS 8751 E HAMPDEN AVE —ST ST — EXIST STORM SEWER SUITE B10 EXIST STORM MANHOLE DENVER, CO 80231 —ss ss — EXIST SANITARY SEWER 303.840,4742 SS EXIST SANITARY MANHOLE www.tjcivil.com —V. w— EXIST WATER LINE E(P) EXIST ELECTRIC EAST SUNIGA ROAD 3 (115' ROW) 3 EX STM MH RIM: 4968.28' z 3 24" RCP INV. (S): 4958.05' L-J N EX STM MH 36" RCP INV. (W): 4957.08' ::5CD -- - -- ' -``'-`n _--------------- ---- ---- -- —_— ____ __ RIM: 4970.04' 36" RCP INV. (E): 4957.05' ----- .o — --- - ---- -- - -.. . . — --- T.T- -- -- -- - --. - --_— — 36" RCP INV. (W): 4957.52' wow--- - - „ ter. — —w=w-=- w=w—w w .... w w : w�w w w�-w—w wow :w�.w -w w•' :w w — :• ��'w.-=w � �wTw----•w w. RCP INV (E): 495 __ 4 PVC INV. (N): 4965.08 x x x x x x x x _— O xx '"`--R`—`—k-- J�-- -- _ — -- --- �- --- x _ x _X_ x _ x X --}�--- --- - - - - - --- - X�v x x x x x x x x x x x x — x x x x� o w x� x ST ST ST —ST ST ST'.' ST:: ST ST ST ST.' $T' �ST—ST $T.:--ST—:S� 3`f -$7--=—:ST =�'T�_ =---rr—s-.er--� —————— 9�'58" W 324 54 . . ".� -.-- —ST 0" —ST : —ST —ST c1li� ICH 1�27 ' O — — � CB 4 °21'58" W Q r� �w—w—w w. w. w w w—w—w w—w w— Z Lot M 1 Q Q � Q = U �z- OCL I F (0 J � � 00 CDw O _ U 18" RCP Z S 89°21'58" E 35.2 ' '� . 8.0' UTILITY&ACCESS 1 \ INV W: 4965.95 ALLEY (12' WIDE) r ..: .. GARAGE &EASEMENFENCE Z INV E: 49.65.76 REMOVE 14.0't OF THE Z LL O ——— = SETACK I EXISTING 18" RCP. O O REC 20040056692 - - ST S S1� ST —STL ST — R=19.00 L=29.8 ��" ( ) I REMAINING PIPE SHALL BE A (� O W g _ \ \ OR CH=26.87' ` \ I III MINIMUM NISHED GRADEOW Q = � U CB=S 44°21'58" E o I I 18" RCP (WORK CONTAINED IN J (n INV W: 4965.90' EXISTING ACCESS EASEMENT O W Z REMOVE FLARED END SECTION I I IN E: 49.65.77 PER CITY OF FT COLLINS) = Z O FLOWFILL AND ABANDON SOUTHERN 18" RCP I I Q �- `� 13 N MODIFY NORTHERN 18" RCP PER DRAINAGE PLAN `' I Q Q Clip o � I I w0 I o N 00 _j Z F. N I I I J z CA O U I. PAVEMENT REMOVAL FOR SANITARY MAIN EXTENSION AND UTILITY CONNECTIONS I W O I. `. . V J 0) EX SS MANHOLE R=15.00' L=2 'I RIM: 4966.56' W /0 �— A=89°281 »I 8" PVC INV. (NW): 4959.58' Q a) CH=2 .1 :' g g 8" RCP INV. (S): 4959.23' O Z x g I I x9� 3 Q W W S 88°50'14" E 264.49' ALLEY (12' WIDE : : . g I W 8.0 UTILITY&ACCESS EASEMENT/ � �•-- — — — -� U GARAGE & FENCE SETBACK p w .. .. ..: � ww w (REC 20040056692) / / ;... :•:...1.. ..•: .:. I �\ I — — —w 0 T - D / M-13 /.' ..;M-1:4: : /: .. .:M :..1.5 . M-16 M-17 M=1.8 M-20 k I 1 1 1 1 � III N I 20 10 0 20 400 Z I SCALE: 1" = 20' O I J E I III 0 / O U 0 W O N W U N O d H a E E CL DESIGNED BY: JWA CHECKED BY: TBM CD O N UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 2336 Z SHEET OF 2 16 RED LETTERING N LEGEND O WITH WHITE BACKGROUND PROPERTY LINE PARKING 0 COMMUNICATIONS RISER FIRE LANE 0 TRANSFORMER X.X% FINISHED SLOPE 5448.52 GROUND ELEVATION TJC LIMITED 18"X12" X x FENCE 8751 E HAMPDEN AVE AO BUILDING SUITE B10 BUILDING DOOR DENVER, CO 80231 RED BACKGROUND 303.840,4742 WITH WHITE LETTERING F D C CONCRETE 0 ASPHALT www•tjcivil.com 18"X12" 0 EAST SUNIGA ROAD (115' ROW) N _m W'O - - ---. — --- -. �� W O \� V7 u- --- —X oe��--x — —x— —x —_R`—`-k-- -- — --- `�------ -- ---- -- --- .._--- O x —� ' x x — x x x x —fix � x — x x x -x-x x x x X - -x---X--- � x --x'- x � —z— sue - OVERHANG (TYP) x x x x x x x —max— x x x x x x - — - -- `. - - -- - -- - — -- -• -- -- --- - —t x x R-`�.DQ=C=-1x4.r2t -x x : . --- -- — ---- -- --- -.— -- -- — —.- ----- - - .54" N - N 89 W 324 : 0 � 15' UTILITY EASEMENT 5.0' o..... i CH= .2 U O 12 CB=N 4 21 58 W OUTFALL CURB WALK Q — —.� AND GUTTER x (TYP)x x x x X X '. X..' X X X x X Lot M1 VERTICA CURB Af�115 GUTTER Q Q B + . . - OUNT.. •� : .I ...... I c' ON � Q � J :::::::::::: :::::::::::: :::...... I I WALL k O o at3............................: - ®. . .. BIKE RACK/M ILBOX DRAINAGE EASE ENT ° A uj �„ ® LAN ° 8. ' UTI ITY&ACCESS EMENT/ U SEE LANDSCAPE GARAG & FENCE S BACK Z 10.1 S 89°21 8 E 35.21 0 ..... .. :' W (R C 2004005692) Z 41 41 0 -j R 19.00 L 29.8 - �_. \. . -� I L.L O Q . ... .. .. _... . ... .. .. .. . ... . ..... ..' . 5..0 LA DSCAPE W L.. . . :.'.'...:.':................................................ ......................................................'.'.'..'.':...... ... .':...:...'...'..'... ':':':'.'::.' ': ':':' ' ':':':':' .....'......::'::::::. . CH=26.87 � c�.w. CURB OPENING _ w SE DRAINAG PLAN Q... 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EXIST GUTTER ❑PAN r vp W W o A I o (� O J > W W �o III m VERTICAL CURB AND GUTTER Z Z _ O 7 W T i � OUTFALL CURB AND GUTTER , B o I _j Z O CO WITH ATTACHED 5 FT WALKv v v v v v v v W Z 22.4 MOUNT z X J ON W O ♦�, WALL 5.0' _ �. U J II I ASPHALT PATCHBACK O II A=89°28'1 — .. .. .. — U ... .. . .. . ....... .. CH=21.1.I '� CB=S 44°06'06"I 'I' ' _ THICKEN EDGE (MAX 18") SEE GRADING I + X O Q W 1I ' o° 2 RISERS S 88°50�14" E 264.49' ., ALLEY (12 WIDE) L U — —— — —— —— OUTFAL CURB �- - -- -- s_ r Q 8.0 UTILITY&ACCESS EASEMENT/ T . :. ::. : .. ... ..- _ I U GARAGE & FENCE SETBACK / (REC 20040056692) EXIST GUTTER PAN O T - D M-13 M-T4: M=15 M-16' M-17 I M 1$ I .. .M 19 ::. 1: M-20 k ` x 20 10 x 0 20 40 Z SCALE: 1" = 20' 5 0 a J x 3 a 0 r J / O U LL O N W U N O d H a E E DESIGNED BY: JWA CHECKED BY: TBM N O N CD UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 2336 Z SHEET OF 3 16 LEGEND PROPERTY LINE -uc uc - EXIST TELEPHONE * X X EXIST FENCE CHAINLINK -+ +- EXIST FENCE ALUMINUM - - - - EXIST CONTOUR -OE of - EXIST OVERHEAD ELECTRIC TJC LIMITED F/o EXIST FIBER -GAS-GAS- EXIST GAS 8751 E HAMPDEN AVE -ST ST - EXIST STORM SEWER SUITE B10 EXIST STORM MANHOLE DENVER, CO 80231 -ss ss - EXIST SANITARY SEWER 303.840,4742 SS EXIST SANITARY MANHOLE www.tjcivil.com -V. w- EXIST WATER LINE SANITARY SEWER SANITARY MANHOLE �■ STORM INLET 0 COMMUNICATIONS RISER 0 TRANSFORMER X.X% FINISHED SLOPE 5448.52 GROUND ELEVATION -XX- 1 FT CONTOUR -XX- 5 FT CONTOUR BUILDING EAST SUNIGA ROAD BUILDING DOOR 3 (115' ROW) CONCRETE 3 EX STM MH RIM: 4968.28' w N 24" RCP INV. (S): 4958.05' U) Q0 EX STM MH 36" RCP INV. (W): 4957.08' - -' - -'- o -'---- --------- ---- -- -- - -- _ RIM: 4970.04' 36" RCP INV. (E): 4957.05' .�- -_- - ---- +�-�-�-- ----.4970---_ _^ --= _- 36' RCP INV. W 4957.52' -wwww-^w w=` -- . ( ) .J.Qw w•-.w� w':w- w' ;w-:w .. w-wow-w-w=w-r.w=:w-:w=w w•-W :-w= -'w-=-�w�=� 36" RCP INV. E : 4957.31' w_=mow - w�.w wTw----w=w. O . ' . " :. 4" PVC INV. (N): 4965.08' -- -- =-� --- X-- - - - - - s �r�oy O x . x�`x x x '�_49/1. x x x x x X x x x - x X---X�-=z=` x -- EX 4971.4 '� " __- 4971 -- -- OVERHANG (TYP) x x x �4970---- x x x - -- - - -ST ST ST -ST ST ='ST'' ST; -y ST ST =ST.T-ST- --ST-ST ST.: --ST 3T. -$7 :3"T=�'T ^ST=S{._""5 F-s'ST" 3`F�^3F:. s�Ste.------6T - ST ST - - - ST ST 'I�_ -- --4971------------4971 49 `J -4970-- 4971 4970=-----:-:: - - -- -- -- - - .4970 � - -- --- :: 4970 � � ��,:� I O - - �� -- - -- -- - - _ --- ��- -AND-GbTFM-- 4969.97FL :- 4969-- - - - -- Q .�. - - - Q Lot M 1 ��. . © a - 4968 :: -_ \ �� 4970 4970 -: :: :: ::� .. \ Ed 69.4 -- 1 FF=72.b FF=72.0 FF=72.00 FF=72.00 FF=72.00 FF=71.33(A) FF=71.33 A FF=71.33 A FF=71.33 O O FF=70.83 A FF=70.83 A FF=70.83 A I I - �d _ - - - -- ------ O O O06 I ......... . DRAINAGE EASEMENT F=70.83 9 4970.21TW , W •.: „ . - Svc- t! Y TILITY&ACCESS ASEMENT/ = U EX' 4969,1 :: f 8 0 GAR GE & FEN E ETBACK \ Z Q g6g- - - W REC 20040� 6692) Z ~ _j n LL :. . /1 \ 4968 50BW ' - / - �� 18 RCP Z ALLEY (12 WIDE) - T-__ . 4969.35FL . / / ! /-_ / / INV W: 4965.95' \4909- - F=69.9. _ F=71.2 F=71.4 =71.2 =71.1 =7 .8 =70.8 �G�=7 .6 =7 .5 =7 .3 , �-G =7 .2 �G =70.1 =7 .1 �I I CL _ _ - s �-- ST sr sT - INV E: 49.65.7E O .. ..... w- _ L.L Z EX 49�8.8-- � �....... . ....... 4969.46FG ... .... <. ..... S �. S sr sT s - O 9 bti.. ........ .. .. .. ... .. .. .. ...� T S to...... .�...... , T T O.' .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'..'.'..'.'..'.'.'.'.' '...'...'..'.'.'.'..'.'.'.'.'..'.'..'.'.'.'.'..'.'.'.'.'.'.'.'..'.'.'.'..'.'. '.'.'.'.'..'.'.'.'.'..'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'..".'..'.'..'.'..'.'..'.'.'.'.' '.... .'.'...'.'.'.'.'.'.'.'..'.'..'.'..'.'..'.'.'..'...'.'... 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J EXIST GUTTER PAN .. . .: _,.. _ _ ..cv _ . .. .. o I Q Q F-69 9 F=71.2 F=7 .1 F=7 .9 F=7 .8 F=7 .6 F=7 .5 F=7 .3 F=7 .2 GF=7 .1 � �-GF=74.1 '� �' � :o I LLI O T J 4968.506W W W W 4969.89BW i Z OUTFALL CURB AND GUTTER �o / 4968.50BW�- I _j z z W WITH ATTACHED 5 FT WALK I', `/ 4970.34TW X 968.6 LLI O Z E 2.1 LANDSCA E WALL I P J O EX 4968.E I'I. I I W O U sr SEE DRAINA E' PLAN '0 `966 FF=70.6 EX SS MANHOLE _ �--- W II fF=70.62(A) FF=72.00 FF=72.00 FF=72.00 FF=72.00 FF=72.00 FF=71.33 FF=71.33 FF=70.66 FF=70.66 RIM: 4966.56' � 0 O o :9%:.,.. _...�._._... ... .. .. .. .. .. .. . ..J.'.' -..... - - _ \ 8" PVC INV. (NW): 4959.58' U . < 9 I J g 4970 4971 .. ......-.-._._ ��,..-- _ -- G8 8 RCP INV. (S): 4959.23 O Z 4968.57FL 4969 N E (MAX ") ,- _ V EX 4968. 4968.35FL THICKEN EDGE o THI G X - - EX 4968.2 ( , EX .40.68.3 3 ALLEY 12 WIDE) oOUTFALL CURB ' S f-" - - -_ -� = -- - -- - �% .E D 47 l/ EX�49 I s Q � - - - - _ :II 8.0' UTILITY&ACCESS EASEMENT/ "l �r:�'-�- - - � -� �-�' f ♦ , GARAGE & FENCE SETBACK .. : . -� -p I - -w- U �_I,:E:X 4 1 - _ E ::496$.:0.. . w w .. \ O (REC 20040056692) EXIST GUTTER PAN - I T - D / M-13 :M=1:4: N1=15 M-16 M-17 M=1$ I M . 19 '`. .�:. M-20 k 4 EX 4967.2 EX 4967.7 Lu i o I 20 10 I 0 20 40 cc Z I 0 SCALE: 1" = 20' T J III� U C a i NOTE: THE OUTFALL FROM THE SITE TO THE EXISTING DOWNSTREAM RAIN GARDEN SHALL w BE INCLUDED AS PART OF THE OVERALL SITE DRAINAGE CERTIFICATION FOR THE ELLIE AT OLD TOWN NORTH. U N O d H a E E 1p DESIGNED BY: JWA CHECKED BY: TBM N O N CD UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 233E Z SHEET OF 4 16 LEGEND PROPERTY LINE -uc uc - EXIST TELEPHONE * X X EXIST FENCE CHAINLINK -+ +- EXIST FENCE ALUMINUM - - - - EXIST CONTOUR -of of - EXIST OVERHEAD ELECTRIC TJC LIMITED F/o EXIST FIBER -- ---= ------=------ - --=---- =----- ---------------==------------ x x x off- x ��\ x x x x x x x x x x x x x x x x x x x -GAS GAS- EXIST GAS 8751 E HAMPDEN AVE X x x � x x '�- x x x x ` x x x x x x X 4971.3 x x x x x x x x x x x x x x x -sT sT - EXIST STORM SEWER SUITE B10 _ _ DENVER, CO 80231 EX 4971.4 _- ___ ,'------� OVERHANG TYP @ EXIST STORM MANHOLE _-4971------ ) -ss ss - 303.840,4742 -- - -- ---- --- --- --- -------------- ____ _ _ SS EXIST SANITARY MANHOLE www.tjcivil.com T ST ST ST ST ST -,ST ST Sr' -ST =.sr -ST -S-r ST. -ST -�ST -ST. ST" ST -ST ST ST ST M ST �T ST -ST qT ST -ST '=ST -ST ST - ST' -"ST -ST =S7 c 4970.69FG_ _�^�� - -V. w- EXIST WATER LINE 4971.19FG \ 4970.99FG 4970.90FG 4970.82FG 4970.75FG ---===== �\ SANITARY SEWER ---- -Fr ----- 4971 ----- -------- ----------=4971 --- - -- - SANITARY MANHOLE -- - . . .g��_ --- . . . ��--� ---- . . . . STORM INLET -4970---------4971- -- - --------- - 0 COMMUNICATIONS RISER 4970• L o. . r. .� OUTFALL CURB +� `t '`' TRANSFORMER i� AND GUTTER ------ ------ -.-. -------- ----- - -- --- -- -4969 --- -_ _ FINISHED SLOPE -- ----------- ---- 4969.97FL- .� --- 4969- o Ln 5448.52 GROUND ELEVATION - / _ '0 7;� 4971.50FG ' ' _ 4971.50FG 4971.50FG 4971.50FG - - - - - -XX- 1 FT CONTOUR 4971.50FG -XX- 5 FT CONTOUR '4970- 4970 1R • FT] : . . . 4970.67FG . . . . BUILDING 71 BUILDING DOOR �. 4969.41FL . o CONCRETE - � . . . . .. . . .. . . . : rn. . FF=72.0 FF=72.0 FF=72.00 FF=72.00 FF=72.00 FF=71.33(A) . -I I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4971.33FG � . . 4971.23FG ©0:4% r . . . . . � . . . . . . . . . n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX 4969.1 _ 4969.69FL 4969.62FL . . . . . . ` LL 4969.96FG O . . . . . 4969.81 FG r J� _ / 4969.35FL n U \\.. 4969 -_-_=__- - --- -. -= .0 /GF=69.9 GF=71.2 GF=71.4 GE 1.2 GF= 1.1 GF= 0.87 O - 4969---- - �\_ . I � 1� N. 4969.46FG - , . . . . Q � Q . . . . . \ \ .. . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . _ O \ \ \ \ e . . . ... . . . . . . . . . . . . . . U I- J , .4.7%. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q \ 30FT TRANSI ION V TO O EX1.9% . . . Z �_ I=LU = U 1 I 5 %. 0.8� 0.8% . .. Z i8 zo Q 4971.12FL W Z LL J EX 496 .5 1. \. . 4969.35FL z . . . . . . . .0.% HIGH POINT . . . . . . . . . . . . ...... ... . . O I -- ,. . . . . . . . . . . . . . . . . . . ... _ . . . . 4969.46FG . . a . �� . . . . . . . . . . . L . . . . . t� O LL EX 496 .8 :. .i c*i. . . . . . . . . . . . . . . . . N . /. . . . . . ~ ~ O 4969.80FG U Z c Ti � � � p� � EXIST GUTTER PAN XI F=69. GF-71.2 =71.1 =70.9 / O W Q � . I 4969.36FG Q 4970.10FG \\ W Z r J OUTFACE CURB AND GUTTE Z Z cox� WITH ATTACHED 5 FT WAL I 4969.80FG \ II I . I 4969.66FG ` / W � O Z_ \ H . . . . . . . . �19 �, \ W O J U \ 2 �- WJ EX 4968.E I . � . � � E.X�-2. � .5%. . . .. ......\. ..... \\ \�� � Q � O I 0% 49,0.16FG . ....�\ . . . ` ,96 J Z U FF=70.62 A FF=72.00 FF=72.00 FF=72.00 O 14969.19FG \. . ( ) \ 4970.39FG U- I. I " . . . . . . . . . . . . W I� I 2R 2.0%. 4970.13FG ... . . . . . °. .-__.�. . . . . . . . . . . . . . . . . . :.I. . . . . . . . 9 9. . - . -.. '. .-.-.- _ `. . . . . 9 --4970 U I� I 4970.03FG --�4971 __ -- _ O THICKFN X is") J 4968.57FL 4969 EX 4968.2 I. I EX 4968.4'. 4968.35FL w 10 5 0 10 20 L --.- ALLEY (12' WIDE) - ----.-- ---- -- -.-- ---- -- . --- - - -- -- ---- EX 496 ---_--- --_- ---._-- --= SCALE: 1" =10' II / 8.0' UTILITY&ACCESS EASEMENT/ m I � GARAGE & FENCE SETBACK (REC 20040056692) I. EX 14�68.1 EXIST GUTTER PAN l/ I I i T O J 3 v c a a c� o d NOTE: THE OUTFALL FROM THE SITE TO THE EXISTING DOWNSTREAM RAIN GARDEN SHALL w BE INCLUDED AS PART OF THE OVERALL SITE DRAINAGE CERTIFICATION FOR THE ELLIE AT OLD TOWN NORTH. U N 2 d H a E E DESIGNED BY: JWA CHECKED BY: TBM N O N cz' CD UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 233E Z SHEET OF 5 16 LEGEND PROPERTY LINE ---- --- ----------- ------- -- uc uc EXIST TELEPHONE - x x x EXIST FENCE CHAINLINK a=w-w-'w w�'�� �w=w-w w=w-wriw �� - - - - EXIST CONTOUR EXIST FENCE ALU �� EX STM MH"w-w-�`-w ,\�� -OE OE - EXIST OVERHEAD ELECTRIC RIM: 4970.04' .. �� `- F/o EXIST FIBER TJC LIMITED - _-_ _____ _- 36" RCP INV. (W): 4957.52' ` --------- - ------------- ---- - -GAS-GAS- EXIST GAS 8751 E HAMPDEN AVE ----- -- --- -- -- -�4969. -- x x x x x x x 36 RCP INV. (E): 4957.31 -`- x- --"x x - -x--X -ST ST - EXIST STORM SEWER SUITE B10 x x x x x x x 4" PVC INV. (N): 4965.08' x x l x X DENVER, CO 80231 x�x- x�_x:. _ _ EXIST STORM MANHOLE 303.840,4742 x-x i * x - op -ss sS - EXIST SANITARY SEWER %­4970-- EX 4969.2 -x Ecc� � r-*�c� r� \ / I SS EXIST SANITARY MANHOLE www.tjcivil.com M F------- --- -- -- -ww- EXIST WATER LINE -Sr=-sr=-sr`-sr----ST-s�`--sue--�: . sue=--sT .s�sT-s�����_�r�s�,.s��s� s�---sT . s�----sT.: �/ • I ST -ST I-ST ST -STl -ST -ST ST -ST -ST -ST -ST -ST -ST -ST SANITARY SEWER 4970.64FG 4970.53FG 4970.40FG 4970.23FG 4970.05FG . 4969.91 FG 4969.58FG / . Q ` ., ,.,/ . . . . . . . . . . -- --- �. . . . . \� I EX STM MH O■ STORM SANITAR INLET NHOLE -- 0 4970 ---- - o. 4970 \� \ �LQ \ I I RIM: 4968.28'/ 0 COMMUNICATIONS RISER . . . . . 24 RCP INV. (S): 4958.05 0 TRANSFORMER -- -- --_- . . . . .ui . w -W-wil. - 36" RCP INV. (W): 4957.08' X.X%_- ---- - -- ----- - _ _ 36" RCP INV. (E): 4957.05' _ FINISHED SLOPE --- 5448.52 GROUND ELEVATION --- - - - - � _ .. . . . \` r I �� -XX- 1 FT CONTOUR 4971.33FG 4971.33FG 4970.83FG 4970.83FG'\ 4970.83FG . . 4970.33FG -XX- 5 FT CONTOUR n . . . EX 41969 4 LlR BUILDING BUILDING DOOR d CONCRETE FF=71.33(A) FF=71.33(A) FF=71.33 FF=70.83(A) FF=70.83(A) FF=70.83(A) I I J II I I I I i FF=70.83 4970.83FG 4970.21 TW I I 4970.83FG I 1 8. UTILITY&ACCESS EASEM NT/ �p GARAGE & FENCE SETBA AGF= -- - C_ 20040056 92 4968.50BW I LL O \ \ -- 18" RCP \\ - INV W: 4965.95' 11 \\ INV E: 49.65.76GF=,0.8 GF=70.6 GIF 0.5 � GF= 0.3 GF= 0.2 0.1 GF= 0.1 1 I II I \ O \. I / -F ST ST ST -Ir s>1 -ST ST ST -ST ST -ST -ST -ST -ST L Q ` I `�. \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ Q MQm . . . . . . . . . . . . . . I/ ST `i ST ST ST I STI -ST ST ST ST ST -ST ST T -ST ST LL.. rn . . . . . . . . . . . . . . . N I '.'.' . . . �. j I I I \ I FLOWFILL SOUTHERN 18" RCP � U �- JO . . . . . . . . . . . . . . :: ' /�, " TO ABANDON IN PLACE Q CO t/1 / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \�.�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -._. �. , OU STRU TUC`ZtE ON EX RP . . . . . . .. . . . . . . . . . . �.��:1. . . . ._._. . .` .-=.-.- . . . . . . 4969.50FL . �w .� I I 18" RCP W Imo. . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LOW POINT. . . . . . _ . .( . . . . �n i I I INV W: 4965.90' Z .. z . . . . . . . . . �. . . . 0 8%�. . . CURB. ::'. . . . z °° a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _� �, I I INV E: 49.65.77 Z Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OPENING: . . . . . . I I Z L.I_ J W . . . . . . . . . . . . . . . . . . . . . . . . . .�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .��9 . . . . . . . . . . . . \. . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . I ?i z CL _ . . . _ _._. . . A9 . . . . z - CV . . . . . . �. . I I J z 1 I o - ... . . . . . . . . . . . . . . . . . . . . �. . . . . � I 4970.00TW I I o � � =70.8 =70.6 =70.5 =70.3 =70.2. . . ` . . =70.1 \ =70.1 \� 4969.10FG II I m O W Z : :� I O Q\\ 4968.50BW �, �� � I � (� r J (n . . . . . \ 4969.89BW I I � Z z W 4968.50BW �X 496 .6 I W z O Z 4970.34TW � � � J I`LANDSCAPE WALL = O U J SEE DRAINAGE P:AN 4970.66FG EX SS MANHOLE w O RIM: 4966.56' Q a) U 8" PVC INV. (NW): 4959.58' J z FF=7(�.66 4970.66FGoj I 8" RCP INV. (S): 4959.23' O - FF=72.00 FF=72.00 FF=71.33 FF=71.33 FF=70.66 FF=70.66 `� \ Q LL 4972.00FG _ 4971.33FG 4971.33FG 4970.81 FG " 4970.66FG \ 4970.66FG 4970.23FG �..�..� . . . . . . . . . . `_----. . . . . . . . . . . . . . \ 3.1%. I �`96' . . . . . . . . . . . . . . . . . . . . . . . . \ . T U �. . \ 4968.34FG I 3 O 4971 - -------- ------ ----- _-- �I ., -- -- �- I I I L J THICKEN EDGE (MAX 18 ) _ ------- I �� uc u -uc 9_-- _ - -9 9_ 9 9 9 9 4970;02FG I I EX 4968.3 10 5 0 10 20 .7 x 6' OUTFACE CURB I I ( I I 3 x -. •. / I ILo S SCALE: 1 -10 - - -- ----- ---- - - - --- --- - _:�.�__ - �3(0�4 / EX 4+.1 I 3 ----- 7- w-�_•�___ -_--- I _- -_ / EX 49680 �e- w�-w-w-w-w-w-w-wl-�w- -w w- O y I 6 3 v c a a c� o d NOTE: o THE OUTFALL FROM THE SITE TO THE EXISTING DOWNSTREAM RAIN GARDEN SHALL w BE INCLUDED AS PART OF THE OVERALL SITE DRAINAGE CERTIFICATION FOR THE ELLIE AT OLD TOWN NORTH. U N O d H a E >_ DESIGNED BY: JWA CHECKED BY: TBM N O N CD UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 2336 Z SHEET OF 6 16 LEGEND PROPERTY LINE — EXIST TELEPHONE X EXIST FENCE CHAINLINK —+ EXIST FENCE ALUMINUM — — — — EXIST CONTOUR —OE of - EXIST OVERHEAD ELECTRIC TJC LIMITED F/0 - EXIST FIBER —GAS—GAS- EXIST GAS 8751 E HAMPDEN AVE —ST ST - EXIST STORM SEWER SUITE B10 EXIST STORM MANHOLE DENVER, CO 80231 _SS ss - EXIST SANITARY SEWER 303.840.4742 SS EXIST SANITARY MANHOLE www.tjcivil.com EXIST WATER LINE SANITARY SEWER O SANITARY MANHOLE �■ STORM INLET 0 COMMUNICATIONS RISER 0 TRANSFORMER X.X% FINISHED SLOPE 5448.52 GROUND ELEVATION —XX— 1 FT CONTOUR —XX— 5 FT CONTOUR BUILDING EAST SUNIGA ROAD BUILDING DOOR 3 (115' ROW) 0 CONCRETE 3 W N 3 EX STM MH R=9.00' L=14.14' EX STM MH ——_.. — ———_——"T —— —— RIM: 4970. A-90°00 00 RIM: 4968. —-_ ——— —- —=—— — — --—_— _ 36" RCP INV. W 4957.52' CH=12.73' 24" RCP INV. S 4958.05' _ ,— — —:— w w—.w� w :w- �w :w—:w .. w wow—w—w=w—r.w=:w-.w=w� �. 'w—w :—w=w=w-=- w—w—w�� w .wo. 36" RCP INV. (E): 4957.31' CB=N 44°21'58" W 36" RCP INV. (W): 4957.08' LL P 08 4957 05' = J h ----- -- - --- --x �� —x — —X —� X�"—_R_ —�k—_ — — �_—,�—__ �--�'--- X'--X— --- � ..X X —'X x_---x._ x 4" VC INV. (N): 4965.— —' 36" RCP INV (E) x�cx� x x x x x x x x x x x x x x x x x x x — x� O _ —ST ST ST —ST ST 'ST' sT" sr =.ST ST ST. ST—ST' $T.:�SJ=:S� 3T -$7-=�'.3T=�'�m =--�r—s•.er��,� ——— ——— �5 9 21' 8" W 324 54,. .. -.— sr--�c --s .sue—s�1. — r — <Cot — :. _. ..; . . S ST N 8 r r 8SM VC r I o INV (S): 4960.6 V C O L :.::: x x x x x X: ': X: .... X 0 15 UTILITY EASEMENT X X DBL CL X Oa. o Q Lot M 1 Q ............ x o IRRIGATION SERVICE TAP N ..... .. .......... - 2" DOMESTIC WATER SERVICE TAP U O -� I - - c� °° :'.'.'.'.'.'.:'.'.'.'.'.'.'.':'.'.'.'.. BAC FLOW PROTE TORS » o ': ..'.'.'.'. ® . DRAINAGE EASEMENT M — w -w 4 FIRELINE WETTAP O z U z w— — w,--w 18 RCP V Q S 89°21'58" E 35.21' INV W: 4965.95' Z W LINV E: 49.65.76 z W - --- — T _ o � JOz CL .. — ST —ST ST — R 19.00 L 29. .� s' s1 �—STD— �? — _.... _ _.... o LL 3. » \ e ST 5 i ST — ST ST ST — O �' 9 „ N 1 � I � 18 RCP CH-26.87 Z z 0 >....... .................................................................................................................................................................................................................................................................... . — — . INV W. 4965.90 � . I Q ¢ H CB-S 44°21 58 E .............................. o . .......... ............................................................................................................................................................................................................. I. '.G T'...... .. T. 0. .'..'.. t- ...............................................................................................................................................RAN . DEN OU LET .STRUC >IJRE. N .. ... I I I— w INV E. 49.65.77 TIN. ..1 RC.... D.. IN GE cn EXIS....G .. .. P..SEE RA A. . P#AN....... . I I O W w cn FLOW FILL AND ABANDON IN PLACE ........ ......... . .. . ......................................................................................................... .............. I F- W N Q � :� Z 5 v u p ` o " ..... ... .. oo HYDRANT WET TAP —.. oo » to �3 = ........ _ 6 DI —� N �. ....: �...� d.......................................... ,, ................................................................................... I I I 6 GV 12LF Q ....... - , uv .......... ..—�.— I o I I �� FIRE HYDRANT W O W Z II I 00 2" DOMESTIC WATER SERVICE TAP z T W }}, o ..... .. .. I w� 4 FIRELINE WETTAP z W CD v v v w W x n 6� J Z Cn > . ...... vvvlvvlvvlvvvvvvvv ..... EX SS MANHOLE W O Z O BACK LOW PROTEC ORS w- - =+—w w— 0 RIM: 4966.56' I'I. w w TILIT &ACC SS W O U .......' EAS MENT 8 PVC INV. (NW): 4959.58 R=15.00' L=2 'I. :':':........ :':........:.:.:.:' II = _ _ _ — — — — GA AGE " RCP INV. (S): 4959.23' �— W O 4-89°28 »I. . .... — — — — = ENCE SETB CK U 1 ................ ... .. .... 0 ............ ... ... ........... _ .............................. .......... CH=2 .1 REC CB=S 44°06'0 "I .I. - g g 9 DBL CLEANOUT 004 LL 9 056 2) 3 O g 9 9 I I _ S 88'50'14" E 264.49 3 L . _. . T ' ALLEY (12 WIDE) S W .? — _-- - -- --- - . _. - —— —— —_ SS SERVICE CONNECTION I 18'�PVC SS MAIN ~r — _ _ - - -- -— - --. _� _ I Q 8.0 UTILITY&ACCESS EASEMENT/ —T — I » ' " ' . .' ..: IT-T�l — " , I 541I F 8 SS MAIN 0.5% V GARAGE & FENCE SETBACK 0 w (REC 20040056692) I � o SSMH 1 J T - D M-13 `..: ..,.M=14 M=.�5 :' '. . . M=16' M-17 :M=1$ I ",. ..M:=19 ': I: M-20 k z 8" PVC INV (E): 4959.85 / 8" PVC INV (N): 4960.05 1 1 1uu I I 1 1 � III N 0 0 T J E Z 20 10 0 20 40 a SCALE: 1" = 20' III Ln 3 a 0 L� 0 a� w m U N .O d H O E N DESIGNED BY: JWA CHECKED BY: TBM N O N CD UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 2336 Z SHEET OF 7 16 a LEGEND PROPERTY LINE -uc uc - EXIST TELEPHONE * X X EXIST FENCE CHAINLINK -+ +- EXIST FENCE ALUMINUM - - - - EXIST CONTOUR -OE of - EXIST OVERHEAD ELECTRIC TJC LIMITED F/o EXIST FIBER -GAS GAS- EXIST GAS 8751 E HAMPDEN AVE -s-r s-r - EXIST STORM SEWER SUITE B10 EXIST STORM MANHOLE DENVER, CO 80231 -ss ss - EXIST SANITARY SEWER 303.840,4742 SS EXIST SANITARY MANHOLE www.tjcivil.com -V. w- EXIST WATER LINE SANITARY SEWER SANITARY MANHOLE �■ STORM INLET 4968 ��i 0 COMMUNICATIONS RISER --- - TRANSFORMER 1 I X.X% FINISHED SLOPE \ / I / GROUND ELEVATION _ °� -XX- 1 FT CONTOUR EXIST 18„ RCP I^ on on on- 3n- or w w w W--js� I -XX- 5 FT CONTOUR -<- - - - - - \ EX SS MANHOLE BUILDING DOOR BUILDING / RIM: 4966.56 EXIST 18" RCP o /� r� 8" PVC INV. (NW): 4959.58' + \ / CONCRETE 8' RCP INV. (S): 4959.23' 2-01 t 10 4. 0, " SSMH 2 �`��� ���- --� I I� N& / 8 PVC INV (S): 4960.6 I I < SSMH 1 I I 3 6" PVC INV N N 6 SS SERVICE CONNECTION " I ( ) 4961.0 8 PVC INV (E): 4959.85 _ 3 8" PVC INV (N): 4960.05 \ �> Jc uc uq, uc 10+50 11 OLF 8" SS MAIN ® 0.5% 11+00 00U- _ - 4" FIRELINENWETTA P- 4" FIRELINE WETTAP \\ 3 I I 11+50 3 12 00 12 16 1 U 54LF 8" SS MAIN 0.5% EX 8" PVC SS MAIN � V w -- Y-Tw w-ww w w w-w w �r -w-w-w-w -w-w-w -,. -- f, - .�-w-w-w-w-w-w�w-- BLONDEL STREET \ 3 3 i �gEX 8" DIP WATER MAIN Of R" �10.0 -► IBLONDEL STREET o Q 2" DOMESTIC WATER SERVICE TAP HYDRANT I 3 I � W -- --- t o_ a 3 � I I 3 10.0 - N �t•� � I � w�--w-w-w-w-w-w --�-w- w-w- - - I I _ ~ _ J - - - - - ---- - LL _- --- -- - 1 w- _ _ I F- (0 J o cr-I I 3 I I` IRRIGATION SERVICE TAP / e I a 6 O W I I cfl� O W / \ aC `J m N 3 - - 6 ------- 2" DOMESTIC WATER SERVICE TAP a N - - -- L I z (� d7 3 3 �Sr96 �(0 1 ' \37 \UC \ O Z Q I ,� 3 N � I I J O C14- - - h � \ (c J 1 L0 � I� a- I 3 � � 3 wCl 496a .I. =U--- O W w m � � .• Q I I I = Z L II cn RAIN GARDEN OUTLET STRUCTURE ON � ,.,_, � I � // �/ EXISTING 18" RCP SEE DRAINAGE PLAN 3 I : /,1� w ` L I: II w O T Q W I \: i� \\ ` I. III. HORIZONTAL SCALE: 1" =10' Z Z J \. I I \ I 10 5 0 10 20 J Z U) >af CD 00 Q \ I. 5 2.5 0 5 10 W O J Q c', \ II VERTICAL SCALE: 1" =5' U J . . . . . . . . . I. DBL CLEANOUT I . I .� I ►i DBL CLEANOUT INV 4961.32 J Z V � INV 4962.04 SSMH-2 4 FT DIA 10+25.0 SSMH-1 4 FT DIA 11+33.00 EX SS MH 11+91.0 O - ~ PUBLIC PUBLIC Q W RIM: 4699.00 APPROX. EXISTING GROUND RIM: 4967.70 RIM: 4966.56 W INV: 4961.00 (W) 6" PVC INV: 4960.05 (N) 8" PVC INV: 4959.58 (W) 6" PVC INV: 4960.60 (S) 8" PVC PROFILE SS MAIN INV: 4959.85 (E) 8" PVC INV: 4959.23 (E) 8" PVC Q 4970.0 970.00 ♦ , EXIST 18" RCP 4965.0 EXIST ELECTRIC LINE 965.00 EXIST HYD NT LINE w J_ L.L 4960.0 960.00 N " 0 "n E INVERT 4960.28 0 Z T 4955.0 955.00 J 3 a ai w 0 n 10+60.00 10+60.00 11+d0.00 11+ 0.00 12+60.00 12+ 0.00 / o U 0 LO O N W U N O d H a E E : DESIGNED BY: JWA CHECKED BY: TBM N O N CD UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 2336 Z SHEET OF 8 16 LEGEND PROPERTY LINE -uc uc - EXIST TELEPHONE X X ;_ EXIST FENCE CHAINLINK -+ +- EXIST FENCE ALUMINUM - - - - EXIST CONTOUR -OE OE - EXIST OVERHEAD ELECTRIC TJC LIMITED F/o EXIST FIBER -GAS-GAS- EXIST GAS 8751 E HAMPDEN AVE FF=70.83 0.0 o I -sT sT - EXIST STORM SEWER SUITE B10 4970.83FG 4970.21 BW� 4970.83FG - I �, !II DENVER, CO 80231 EXIST STORM MANHOLE 303.840,4742 5,7 -ss ss - EXIST SANITARY SEWER 4970.21 TW SS EXIST SANITARY MANHOLE www.tjcivil.com I I -A W- EXIST WATER LINE 4970.83TW 49 0.83BW 4968.50BW I I 497 975 497 SECTION A-A SECTION B-B 975 I � �% FINIRM SHEDLET SLOPE I C C 497�.50TW CLEANOUT I 5448.52 GROUND ELEVATION 4970.50TW g B -XX- 1 FT CONTOUR 4969.83FL ,(, �, 0.67. I \ 10 5 0 10 20 -XX- 5 FT CONTOUR II I \ 497 970 497 970 GF='/0.1 BUILDING -: sr -sT srfu s>1 -sT sT - BUILDING DOOR IF SCALE: 1" =10' U R �'� sr sT 4" SLOTTED SDR 17 ST -�s� - FA4 �. . CONCRETE ! � SLOPE = 0.05% A A ::::.•:.•:. •:::::.:•.�::•:::::.:•.:•:.•:::: .:•:.•::•::::.•.:• �::•:::: •:.•:. ::•::::::.•:.•::•:::.:•:.... ..•.. .. 4970.0OTW _ 4969.68FL l I I � \ RG OUTLET STRUCTURE \\ 496 D 965 496 965 Of 00a co ON EX 18 RCP CD Cn 4969.50FL `� '. I I I I V 2" SS BOLTS z � .. ... . . . . . . . LOW.POINT . .I . . . . � 4970.076W 1 I »>, 12 CURB 4970.07TW I I 10 OPENING n - I I I 1 11 1 . . . . I . . . . . - I Ill , 'il Ill ii 11 1H - �I SECTION A-A I 3' 3' TYPE L RIPRAP 0+00 0+10 0+20 ffO+30 0+00 0+10 0+20 0+30 0+40 0+50 0+60 4969.68FL o un 4970.10TW I I i I HORIZONTAL SCALE: 1" =10' M � In M w' 10 5 0 10 20 z M z ALONG BOTTOM OF FILTER MEDIA, 00 M z 4 PIPE 4969.81FL 10 % o w zozw z NON-WOVEN GEOTEXTILE ABOVE � T. y0° I i/ I I m 10 L AND BELOW GEOMEMBRANE LINTER, = z M O . . I I 5 2.5 0 5Lq =70.10 00 0° I 4969.1OFG i I I VERTICAL SCALE: 1" =5' o Q MIRAFI 180N OR APPROVED EQUAL w z U0 �o 0 . _j Of o CD / 1 J a w 4968.50BW M I \ U O 4969.93BW I I Q 4970.66TW 4968.50BW I I A GEOMEMBRANE (TABLE 4-7) CONNECTED TO PERIMETER BARRIER „ " THICK GALV 4970.66TW 4970.00TW V 4970.386W B SCM MEDIA 1 5„ 3.5 3.5 1.5 PLATE CLEANOUT I4ANDSCAPE WALL C FILTER SAND (AASHTO M43 FINE AGGREGATE, SEE TABLE 4-4) U I- 0 \ �� FF=70.66 4970.66FG D DRAIN GRAVEL (AASHTO 43 NO. 8 COARSE AGGREGATE. TABLE 4-4) 1/2 HOLE c O \ I . . . INSET CLOSE MESH SAFETY GRATE ORIFICE PLATE Z = U NOT TO SCALE ^ ELEV 4969.50 Z Z ~ rr TABLE 4-4.GRADATION SPECIFICATIONS FOR AASHTO M 43 NO.8 COARSE AGGREGATE(DRAIN GRAVEL) TABLE 4-7.GEOMEMBRANE PROPERTIES O z VJ (SOURCE:CDOT TABLE 703-1) TABLE 4-6.SLOT CONFIGURATION FOR PVC UNDERDRAIN PIPE ..•• •s s __ SQUARESIEVE SIZE MASS PERCENT PASSING GEOMETRY Gauge(mils,nominal) 30 O O Q Number of slots per row(A) 4 6 12.5 mm(1/2") 100 Thickness(mils,min.) ASTM D1593(Par.8.1.3) 28.5 Length of solid wall between slots at ID(B),inches 1.0 2.0 WQCV WS Q v 9.5 mm(3/8") 85-100 Specific Gravity(min.) ASTM D792(Method A) 1.20 •• •'r• I- M 4.75 mm No.4 10-30 Slot width(C),inches 0.060 0.100 Minimum Tensile Properties ':•d: M ( ) p ASTM D882(Method A or B) :%"''="' � ,^ L.L Spacing between rows(D),inches 0.25 1.0 (each direction) ;!. ,•,�• �r L ! a: Q 2.36 mm(No.8) 0-10 :, :.• �r ;+Y,: O 1 1 1 Rows per lineal foot(E)' 11 36 Breaking Factor(Ibs/in) 73 ': '• ` ` � ■ • 1.18 mm(No.16) 0-5 •.'i a' ' wf ! Q Open area per lineal foot2(square inches) 6.0 20.0 Elongation at Break(%) 380 ''" •:` " Z Z Y`s 3.0' Average based on slots over 19'of each 20'length of pipe Modulus at 100%Elongation(Ibs/in) 32 ';,;•, f,y'�. z TABLE 4-5.GRADATION SPECIFICATIONS FOR AASHTO M 43 FINE AGGREGATE(FILTER SAND) is r O 'O pen area per l i neal foot(sq In)=(3.14'(ID)-(A)•(B))•(c)•(19/20.12/(c+D)) Tear Resistance(lbs,min.) ASTM D1004(Die C) 8 :;. •, ` •: ^%'•;.: SQUARESIEVESIZE MASS PERCENT PASSING :'•,i •.tit 'r' :�., Low Temperature(deg F) ASTM D1790 -20 9.5 mm(3/8") 100 Dimensional Stability(%change,max.) ASTM D1204(100 deg.C,15 min.) 3 x {' , `� '"' Z T J 4.75mm(No.4) 95-100 , '' ' Water Extraction(%loss,max.) ASTM D3083(NSF 54 Modified) 0.15 "".', y;' •;`' 7 2.36 mm(No.8) 80-100 ::;, t- 'i• ` rn Volatile Loss(%loss,max.) ASTM D1203(Method A) 0.7 y.'y :r�; t�: v, 1.18 mm(No.16) 50-85 ,.,• ' +;': rrj +••,, i 1 1 O 7 Resistance to Soil Burial(%change,max.) ASTM D3083(NSF 54 Modified) *"'% ' •%�' s • ■ L_ 600 Pm(No.30) 25-60 ;•' ;: :,�_.: NO. 4 REBAR @ • Breaking Factor 5% "''�' '-" 12" 0/C BOTH W O ~ J 300 Nm(No.50) 10-30 gyp::., r:• ',:y, U Elongation at Break 20% •• +, '• WAYS (TYP) �--- 150Nm(No.100) 0-10 ;s':•r `,,; y. Modulus at 100%Elongation 20% ': ••�.• ..., I- !^ O 75 pm(No.200)' 0-3 •: , •.:.:.% Q VJ _•._.__.- rr_ _, ,, Hydrostatic Water Resistance(psi,min.) ASTM D751(Method A) 100 .�:,••.;. Water Vapor Transmission(cm/sec,max.) ASTM D814 5.0 x 10-' :' U Pinholes(number per 10 sq.yds.Geomembrane) 1 �•;'• �;'ri O z Seam Requirements +,�'.•y. EXIST 18" RCP INVERT 4965.90 Q U_ • Bonded Seam Strength ASTM D882 58.4 (Ibs/in width,min.) • Peel Adhesion(Ibs/in width,min.) :ASTM D882 15 . (- Treatment SCMs Chapter 4 Treatment SCMs Chapter 4 r''¢i'• + r 7 1/2 THICK ORIFICE PLATE �.� • •••'••^��! {•�•: INVERT 4966.00 '�.�" �..,: ,�::� .,=� ' :'' ,La ...•, ': - V STAINLESS STEEL L4r'.a•2:• 't S j•• : ,.' •i '. . A+: ; SOLID PIPE SLOTTED ��.. ••'•.s':•;'••,fi•• t�•;•r �.•:j•';;%•',.•s.i BUY CLAMP MTAC TAPE (EXTEND 3" UNDERDRAIN O PROVIDE SLACK MIN. BEYOND PIPE BOOT) 3 ���SLOT LENGTH RAIN GARDEN OUTLET NUMBER OF SLOTS TO OUTLET PER ROW (A) NOT TO SCALE N 0 30 MIL (MIN.) PVC LINER NOTE: z BACKFILL NOT SHOWN a PVC PIPE BOOT SKIRT LENGTH OF SOLID NOTE: WALL TO BE KEYSTONE RETAINING WALL SYSTEM. (FIELD SEAM ALL SIDES) WALL BETWEEN ui SLOTS AT ID (B) HARINGTON MEDLEY RETAINING WALL SYSTEM EVOKES THE TEXTURE AND LOOK OF NATURAL STONE, MAKING A STRIKING ARCHITECTURAL STATEMENT. SCORED O o FIGURE 4-6.CONCEPTUAL LINER PENETRATION DETAIL FOR UNDERDRAIN AND STRAIGHT SPLIT UNITS COMBINE TO ACHIEVE THE BEAUTY OF A THREE-PIECE STONE SYSTEM WITH THE EFFICIENCIES OF A SINGLE UNIT INSTALLATION OR z (NOT TO SCALE) APPROVED EQUAL. 0 J PIPE INNER DIAMETER (ID) (4" OR 6") TEMPORARILY ATTACH FABRIC TO WALL DURING 3 BACKFILL PROCESS (DO NOT a WRAP AROUND BATTEN BAR) SLOT WIDTH (C) 2" MIN. 'o a 3/8"x3" STAINLESS STEEL a ANCHOR BOLT, NUT & ® 1/4'x2" ALUMINUM, STAINLESS v o WASHER 0 12" O.C?•� STEEL OR GALVANIZED STEEL BATTEN BAR2 o , GEOTEXTILE SEPARATOR d U FABRIC NUMBER OF 0 ROWS PER �I BUYTL TAC TAPE FOOT (E) i SPACING BETWEEN ROWS (D) 0 30 MIL (MIN.) PVC LINER CONCRETE PERIMETER BARRIER i\ 2 � PREPARED SUBGRADE PROVIDE SLACK IN LINER PLACEMENT TO ENSURE (IF SU TILE SEPARATOR FABRIC PROPER INSTALLATION AND BACKFILL WITHOUT ROCKS SUBGRADE CONTAINS ANGULAR ROCKS OR OTHER MATERIAL THAT E DAMAGE COULD PUNCTURE THE LINER) 2 NITRILE POLYMER BASED VINYL MEMBRANE SEAMING ADHESIVE MAY BE USED AS AN NOTE: SLOT LENGTH E ALTERNATIVE TO THE BOLTED BATTEN BAR LENGTH OF SOLID WALL fl- N AREAS WHERE THE NEED FOR AN BACKFILL AND BETWEEN SLOTS AT ID (B) DESIGNED BY: JWA N MPERMEABLE LINER IS LESS CRITICAL. UNDERDRAIN SYSTEM NOT SHOWN 3IF NORMAL WATER SURFACE ELEVATION IS ABOVE CHECKED BY: TBM THE LINER ATTACHMENT, THEN ATTACH ANCHOR N BOLT, NUT, & WASHER 0 6" O.C. 0 N o FIGURE 4-7.CONCEPTUAL DETAIL FOR CONNECTING GEALE) ANE TO VERTICAL CONCRETE SURFACE FIGURE 4-3.SLOT CONFIGURATION OF PVC UNDERDRAIN PIPE UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 2336 (NOT TO SCALE) (NOT TO SCALE) 0 SHEET OF z 24 of 47 1 March 2024 Mile High Flood District I Urban Storm Drainage Criteria Manual Volume 3 Mile High Flood District I Urban Storm Drainage Criteria Manual Volume 3 March 2024 117 of 47 9 16 -o 0 a 38) ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS, GENERAL EROSION CONTROL REQUIREMENTS FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE PRACTICAL. WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING, ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT AVAILABLE, THEY SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), THESE NOTES ARE A SUMMARY FOR THE LEGAL REQUIREMENTS, THAT ARE SET FORTH IN THE FORT COLLINS STORMWATER CRITERIA MANUAL (FCSCM), AND THAT ANY CONFLICT IS RESOLVED BY THE MORE STRINGENT AND SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY CONTAINMENT OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST REQUIREMENT CONTROLLING. FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. 1) THE PROPERTY OWNER, OWNER'S REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HEREAFTER REFERRED TO AS THE VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER 39) PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, TJC LIMITED POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE CONSTRUCTION ACTIVITIES AND PREVENTING THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL AREAS 8751 E HAMPDEN AVE ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4: CONSTRUCTION CONTROL MEASURES AND SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT. SHALL KEEP SPILL KITS AND SUPPLIES CLOSE. SUITE B10 2) THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION DENVER, CO 80231 CONTROL MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE APPLICABLE TO THIS PROJECT. SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS 303.840.4742 3) THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE. 40) THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST www.tjcivil.com 4) THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO ADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED AND ADDITIONAL ONES ON-SITE CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND DISCONTINUING CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY INSPECTORS. OFF SITE. PLEASE CONTACT EROSION®FCGOV.COM EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION BEFORE CONSTRUCTION ACTIVITIES COMMENCE IS AN AUTOMATIC "NOTICE OF VIOLATION"AND CAN RESULT IN FURTHER ENFORCEMENT CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED FIXTURES AND EQUIPMENT ACTIONS. 5) THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED TO: TREES, 41) ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS, STREAMS, RIVERS, AND UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE AREAS SHALL CONSTRUCTION. BE CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE CONTROL MEASURE. IF FREQUENT ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A STRUCTURAL TRACKING 6) AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE DESIGNED, SELECTED, INSTALLED, MAINTAIN, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN ORDER 0 CONTROL MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL BE FREQUENTLY CLEANED OUT. PREVENT AND CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. 7) ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING. 42) THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON TO THE DIRT 8) AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE OR OTHER UNCONTROLLED LOCATIONS. PLANS, THE DEVELOPER SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL EROSION CONTROL PLANS (MAPS) DEDICATED ASPHALT AND CONCRETE BATCH PLANTS OR SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 43) DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE 9) ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE ARTICULATED IN THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO THE EROSION POLLUTANTS ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL CONTROL REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS) SHALL MEET OR EXCEED THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, AND FEDERAL REGULATIONS WITH INSPECTION STAFF OF ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE. REGARDS TO EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLUTION SOURCE CONTROL MEASURES. THE DEVELOPER SHALL BE RESPONSIBLE TO COMPLY WITH ALL OF THESE AFOREMENTIONED LAWS AND REGULATIONS. CONCRETE SAW CUTTING MATERIALS 10) THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS OF ENGINEERS' 404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 44) SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM LEAVING THE IMMEDIATE 0 11) THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL. W MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES. O 12) THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE WASTE MATERIALS STORAGE AND SANITARY FACILITIES SELECTED CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY V z DATA PROVIDED BY OTHERS. 45) TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL,WAYS LEAST FIFTY 0 U) 13) ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL. (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS THESE FACILITIES SHOULD BE LOCATED OUT 14) THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT, TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY. OF THE WIND AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINES AS Q Q MARKED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD HOUSEKEEPING TO KEEP THE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS. _ 15) AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO = 0 THESE STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF THE MANUAL. 46) SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR AS Q J Q 16) INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS PRACTICAL FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO PREVENT MATERIAL TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, 0 W FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND RETAINED BY THE CONTRACTOR. WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. 0 17) ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN ORDER TO ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, J 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 DRAINAGE WAY. Z z u 0 18) ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL OTHER SITE OPERATIONS AND POTENTIAL SPILL AREAS � � Z � MEASURE THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT BERMS) WATTLE ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN INEFFECTIVE 0 Z) F_ SUBSTITUTE FOR SILT FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION FENCE TO PREVENT VEHICLE TRAFFIC. 47) SPILLS: FOR THOSE MINOR SPILLS THAT; ARE LESS THAN THE STATE'S REPORTABLE QUANTITY FOR SPILLS, STAY WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE, NOTIFY u- � 0 Z 19) ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL, OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE CITY THE CITY OF FORT COLLINS UTILITIES BY EMAIL AT EROSION®FCGOV.COM OR PHONE (970) 817-4770. FOR ANY SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY 0 = 0) 0 0 EROSION CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL MEASURES' DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE PHONE ONLY AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF DISPATCH (970) _ (p WITH THE EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH SOUND ENGINEERING AND HYDROLOGICAL PRACTICES 416-1985, AND THE STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN DOCUMENTATION SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS O � a: W Z SHALL BE CLEANED UP IMMEDIATELY. LAND DISTURBANCE, STOCKPILES, AND STORAGE OF SOILS N O 20) THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. DISTURBANCES 48) SELECTION OF `PLASTIC WELDED" EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE, SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT Q a: BEYOND THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION. ISSUES. W 0 T C) 21) PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR FINAL STABILIZATION AND PROJECT COMPLETION z Z Z) IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. THIS SHOULD INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT J z W �- EXPOSED FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATION ACTIVITIES SUCH THAT W O Z (1) LANDSCAPING TAKES PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE 49) ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE W 0 D z AREAS SHOULD AVOID CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE. MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE FOR LONG TERM MAINTENANCE OF THOSE FACILITY. _ 0 U ,J 0 22) ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE. W O U 23) ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT 50) ALL FINAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 0 co U TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT EROSION CONTROL IS 51) ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL GRADING. O Z INSTALLED. Q Q 24) NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND DOWN 52) SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF THE CITY MUNICIPAL W GRADIENT PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE FLATTENED TO CODE, AS WELL AS SECTION 3.8.21 FOR THE CITY LAND USE CODE. w 0 MEET GRADE OR REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO STORE MATERIAL. IF FREQUENT ACCESS FROM HARDSCAPE TO THE STOCKPILE 53) ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND DEPTHS REQUIREMENTS. V m IS NEEDED A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. W 0 25) ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST BE 54) ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE 0 INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. LIGHTLY HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND 26) ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURES. MATERIAL MULCH. ALL HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFICATION. ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT. 27) ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL MEASURES. 55) ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR 28) ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL. ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF EFFECTIVE TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES SEDIMENT CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL. GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING 29) ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES. DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. N 30) NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G. o SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS TO 56) THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES FOR TWO GROWING SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER HAS BEEN ESTABLISHED, RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES. o TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 31) ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES WHERE 57) THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL Z HOUSES ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET, THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR SEDIMENT FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION. THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR, ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED. J VEHICLE TRACKING 3 32) AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE STRUCTURAL THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING EROSION CONTROL TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS ESCROW SHALL B SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL PERIMETER AREAS SHALL BE PROTECTED FROM TRACKING ACTIVITIES). o U4 33) IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE TRACKING, COLLECTION AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESSCD POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT INTO THE DRAINAGE SYSTEM. 34) CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY MUNICIPAL .o CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRATION OF SUCH POLLUTANT. THEREFORE, ALL a TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE NOT PERMITTED TO REMAIN ON THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE DEVELOPER IN A TIMELY AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE). 35) IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR. LOADING AND UNLOADING OPERATIONS 36) THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS, VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD IMPACT WATER QUALITY. DESIGNED BY: JWA CHECKED BY: TBM OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, FERTILIZERS, AND CHEMICALS CD 37) ANY MATERIALS OF ANON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL GENERALLY BE UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 2336 Z LOCATED WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. SHEET OF 10 16 a LEGEND Mobilzation/ Utility Vertical Ratwork Landscaping/ PROPERTY LINE Grading/Import Demobilization/ Demolition Installation Installation Installation Final Stabilization Silt Fence Install before Maintain Maintain Maintain %moveAfter 0 VEHICLE TRACKING PAD Construction Fence Install before Maintain Maintain Maintain RemoveAfter ® SEDIMENT BASIN VTC Install before Maintain Maintain Maintain Remove After ® LIMITS OF CONSTRUCTION TJC LIMITED Inlet Protection Install before PamoveAfter CURB SOCK 8751 E HAMPDEN AVE CLrbSAcks Install before Maintain Maintain Maintain Remove After ® -� STABILIZED STAGING AREA SUITE B10 Stabilized Staging Area Install before Maintain Maintain Maintain Remove After ® 0 DENVER, CO 80231 StockpileManagement Install before Remove After ® CONCRETE WASHOUT AREA 303.840.4742 Area SF x SILT FENCE www.tjcivil.com (oncereteV\tishout Install before Maintain Remove After CF —+—+—CONSTRUCTION FENCE Street Sweeping Complete After IP INLET PROTECTION SP1 STOCKPILE MANAGEMENT AREA BUILDING BUILDING DOOR 0 CONCRETE ASPHALT FLOW DIRECTION EAST SUNIGA ROAD 3 ANCHORED PORTABLE TOILET (115' ROW) TRASH RECEPTACLE 3 �► TO BE PLACED WITHIN SSA EX STM MH RIM: 4968.28' w N 24" RCP INV. (S): 4958.05' U) (.0 EX TM MH ' S 36 RCP INV. W . 4957.08 -�---- --------- ---- —— —— — -- RIM: 4970.04' 36" RCP INV. (E): 4957.05' ---- --- ---_ _^ --- _— 36' RCP INV. W 4957.52' —wwww—^w w=`w-- �-o �: — -- . ) !^J. w w'—.w w'—VV .,W" w—:w� . w—wow—w-w—w rw=:w—.w=w o. w—w—w —w-=-�w�=� —w w .w wTw.—w,'.—w,. 6 RCP INV: (E}: 4957.31 �.-- — _— _ _ _-- —— 4,> PVC INV. (N):44965.08' —— x xe ��x X -` —sr`---k—= —,�--.._-�--ter — X �s----'-- X o x — _—x x x x x x x x x x x x x X x --- 497 X- - X —ST ST ST —ST ST ='ST'' ST_ =y T =.ST ST ST.T-ST --ST $T.:--ST 3T -$7 :3"T=�'TS r-=S{_"- 5 F—s'ST' 3`F�^3F.. s 5�. --6T 5 :� r——— ——— c/ . ._ .. :,. — —ST ST - - .. 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W W . ........................ .. . t. .. ......... .. .. .. ......... ............................ .. ..... ....... ........,..... .. I F— ................. — ........ L.. . ........_..... ....................... ................................................. _............................'.'.'.'.'.'.'.'.'.'.'. . .'. .'..'. J I ��, . � .. �. .. _ . WWW I I w0TJcn � W �' +. f' I I Q I— W � WW I I m / v v v v v v III Z Z Z wZOz O �. J U WOUJ � EX SS MANHOLE _ �--- W CF . II RIM: 4966.56' Q�� II * .... — — \ 8" PVC INV. (NW) 4959.58' �.. Ir ... .... �,.....'.. .! . '"` '.�.. .. _._._._...... ......................'.'.'.'.'.'.'..'. - g.. - 4970 _497� — _..- .... :':':'' :: '.'..'...... 8 RCP INV. (S): 4959.23 J z O . — — — — — — — — 4971 O II. - _I J 3 w ALLEY (12 WIDE) I W S 8.0' UTILITY&ACCESS EASEMENT/ ter GARAGE & FENCE SETBACKIw— w—w—w— I '. \ I O (REC 20040056692) /� :..s!. � :. :I `� T - D / M-13 M-1.4: M=15 .' M-16 M-17 :M ' 1$ M=19 `: M-20 k I 1 I I 1 I � III N I 20 10 0 20 40 W H Z SCALE: 1 n = 20' 0 0 T J III U 3 wi D_ 0 I L.L_ 0 a� w m U N O d H a E : DESIGNED BY: JWA CHECKED BY: TBM N O N CD UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 2336 Z SHEET OF -0 16 11 1-1J2 4-1l2' Fi+ otw �ln-� X = Curb Transition Length,Varies* WW= Driveway Width(See Drawing Series 707) 1 1/2'R. may' . . T = Concrete Thickness-6'Residential, r, B'Commercial. 1-1/2'TO •''' ..: �y-��"y ;: `,-:.� 2'R. + T V •-•. �• -_,•::-" � TRENCH WIDTH AS SPECIFIED ••! ed IN SECTION 02221 X Refer to Chapter 25 for minimum removal dimensions. :. :. . <Cot TJC LIMITED 6• 4 PERSPECTIVE r �j� •'� •• `` .T � LOWER LIMIT OF l 4 1 J2 \/\��\ � OPiNGALL //` W=Width ���\,�\/ 8751 E HAMPDEN AVE OUT FALL CURB & GUTTER ,A j\ / ! SUITE B10 � 2•R. � DENVER, CO 80231 (FORT COLLINS ONLY) I Retaining Curb(Optional), >,\ Gutter edge maybe - See Drawing 1603(lYP) / \ 303.840,4742 tapered or battered. `" . c a __ __-ROW-__ _ ,-__ _ _ (typical for all Curb& d 1/8'TO 1/4'R. 1 1�■ 1 J8'TO 1/4'R. W y I y f Gutter Types) c0 INITIAL LIFT 1/2'R. 1'R• ,L W .v y .v VERTICAL v � a 1:12(max.)�.� I 11:12 Attached• �/, 1'± 1/4' 1'±1/4' + �� -.'� o L •r Sidewalk r '. .�+ ..; ..i I In '� I_"�,• `'• j �: * 4 A�• ' ;• BEDDING ZONE 1 VT ASPHALT OR ' : a :. Back of curb GRANULAR MATERIAL j :. ,Ir 6'w/concrete pavement CONCRETE PAVEMENT FL '\ 30' 8'w1asphaR I \ : + PIPE O.D. 18• 12" BARRIER CURB (KEY WAY OR EPDXY) MOUNTABLE CURB (KEY WAY OR EPDXY) see Note 3 I A s-Lipee e 3 4 IN. MIN. (SECTION B) (SECTION M) See Note 2 4.5" 21.75' 3.7ET Varies* Driveway Width Varies* See Note 2 6' 6' 6' ■" +3.63' 2' 1 1/4' * Varies Ramp length not to exceed _j ° 15'-0',slope must be uniform. : F4, INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. 7• FL C CD rFL) A Expansion Joint if driveway Ye'min-2'max continues as concrete17 ROLL-OVER % • . . ... 7:724: NOTE: o p 1 peffL m 14'per . o GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW (LOVELAND) `+y r ROADWAY r � • +.. ..-, :. NOTE: -`'�� 1J4•p@fft. �- PAVEMENT - BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. n g 1. Concrete driveway shall be I provided to the property line. :.f� Wal - 1 2- & BARRIER CURB & MOUNTABLE CURB 2. 0'Curb Height,See Section A-A I U_ CDOT TYPE 2 SECTION B M-609-1 CURB W/8'REVEAL 3. Full Curb and Gutter,See SECTION A-A 0 ( ) Standard Drawing 701. N.T.S. Notes: a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. NOT TO SCALE b.) Raised center medians shall be 8'barrier curb or 81 epoxy curb only. 0 CURB AND GUTTER MEDIAN ISLAND CURBS STANDARD DRIVEWAY APPROACH ATTACHED WALK TYPE II`{ CITY OF FORT COLLINS'rarLeoaneawnuc Rav/8 Hare: 0 / �� UTrLITIES - WATER 4/$/11 FIELD OPERATIONS WATER MAIN BEDDING LARIMER COUNTY LARIMER COUNTY LARIMER COUNTY t tins P.O. BOX 580 REQUIREMENTS (DIP & PVC) DETAIL CONSTRUCTION REVISION NO: 1 DRAWING CONSTRUCTION REVISION NO: 2 DRAWING CONSTRUCTION REVISION NO: 1 DRAWING FORT COLUNS. CO. 80550 1 URBAN AREA DRAWINGS URBAN AREA DRAWINGS URBAN AREA DRAWINGS c970 221 a7Qo Q Q STREET STANDARDS DATE: 03/01/02 701 STREET STANDARDS DATE: 04/01/07 703 STREET STANDARDS DATE: 02/17/15 706-2 � c � 0 z ~ = V MUELLER HYDRANT J NUMBER APACE OR DISTANCE FINAL LANDSCAPED Z W WATROUS PACER 250 - CUT 4 INCH CROSS VARIES �1 FT GRADE i O = CONTINUOUS NO. 4 REBAR IN FACE OF CURB 0 I' •v. CURB, GUTTER AND CURB SIDEWALK BOX I LOCATOR STATION PAVEMENT I r (SEE DETAIL 25) VALVE BOX T \) BOND BRPOLYET EA�ICER �" 18 IN. to (REFERENCE �� 0.1 FT.-0.2 FT. 22 IN. SECTION 02641) (0 EDGE OF SIDEWALK z j/1 fY� W 0 W UNDISTURBED r OR BACK OF CURB N0. 3 REBAR (AT 3 FOOT CENTERS) SOIL POLYETHYLENE * BEARING z BOND BREAKER ,:. SURFACE 3 tLd w TYPICAL BEND t21°N' WATER LINE I Q UNDISTURBED 54 INCH MIN. of SOIL 66 INCH MAX. I W 0 CORPOLYETHYLENE TEE AND PIORNCHO SERVICES N STOP R 3/4 w T J BOND BREAKER _ 30 INCHES a _j 7 O C0 2/3 DIA. MINIMUM 54 INCHES \L� MINIMUM W 5 z MINIMUM BEARING SURFACE AREA FLOW-FILL 66 INCHES 45• FOR SERVICES AND (SQ. FT.) MAXIMUM 1 INCH SERVICES W O J plpE BENDS TEE OR CONCRETE ENCASEMENT IS REQUIRED U WHEN CLEAR VERTICAL DISTANCE �' 0 DEAD 15 LESS THAN 18 INCHES, SEWER IS 4- W 0 BEDDING SIZE 11 1/4`22 1/2' 45` 90• END TRACER WIRE ABOVE WATER MAIN OR HORIZONTAL CA MATERIAL BEARING VJ SURFACE 6' 1.0 1.5 2.5 4.5 3.5 (PVC WATER DISTANCE IS LESS THAN 10 FEET CONCRETE ENCASEMENT r , UNDISTURBED HYDRANT DRAIN OPENINGS MAIN ONLY) BETWEEN PARALLEL LINES. CORPORATION STOP FOR CURB STOP V SOIL 8" 1.5 2.5 4.5 8.4 5.5 MUST REMAIN CLEAR OF 12" 3.0 4.5 9.0 16.5 12.0 ° � 1 1 2 INCH OR GREATER OBSTRUCTIONS SERVICES 4 op 0 o0 p o SWIVEL TEE s SEWER WATER MAIN 0 TYPICAL CROSS-SECTION 16" 4.8 9.6 18.9 34.7 24.5 12 IN. oOoc oQ pQ p wf Q W doo 00 °Q O00° GENERAL NOTES Qe RESTRAINED W BEARING SURFACES ARE A MINIMUM REQUIREMENT °o d°p°o JOINTS 1.Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC, AND DO NOT RELIEVE DESIGN ENGINEER OF ° in which case, use a tapping saddle. RESPONSIBILITY TO DESIGN EACH THRUST BLOCK. 2.Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of Q 6 INCH DIA. PIPE •% ;� construction or use a topping saddle. - . :.•' �. .' 'a pOo' .00 o a Oo " 3,Locate curb box and meter pit according to the approved utility drawings. v 4 a 4 Q o O� RESILIENT SEAT 0 GENERAL NOTES: o�0.0 ob oo o°a�00 GATE VALVE 4.The City is responsible for maintaining the water main, corporation stop, and service piping POLYETHYLENE 0°pp Op O°ppop0000 D 18IN. up to and including the curb stop. The owner is responsible for service from the J BOND BREAKER 1. Bearing surface areas shown in chart are minimum. QoaOo' OQoobo0OQO 10 FT. MIN. 10 FT. MIN. curb stop, including the outlet coupling to the building. 8 MIL SHEET OF ooO o00 00 p o0 p 0o POLYETHYLENE OR AS REQUIRED TO OR AS REQUIRED TO 2. All fittings to be wrapped with polyethylene. Dao 0 C<°0 Oa0°0 HYDRANT GRAVEL END NEAR A PIPE JOINT END NEAR A PIPE JOINT 5.N❑ couplings allowed between curb stop and meter setting. ^' t (REF. SECTION 02644) (MEASURED PERPENDICULAR (MEASURED PERPENDICULAR 3. Pipe installed under Conditions different from those CONCRETE BLOCK THRUST BLOCK TO WATER MAIN) TO WATER MAIN) 6.Use type K copper for the service from the corporation stop to a minimum of 5 feet BEARING normally encountered shall require thrust blocks past the meter pit. SURFACE designed for those particular conditions. 7.No landsca in shrubs, boulders, etc. retaining walls or fences allowed within 4 feet 24 INCH MIN. P g � )• 9 4. Thrust blocks on pipe larger than 16 inches diameter NOTE of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit. shall be designed for conditions existing at the THRUST BLOCK NOTES CONCRETE ENCASEMENT REQUIRED UNDISTURBED installation site. (REF. SECTION 02644) NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING IN ALL CASES WHERE SEWER LINE 8.All residential water service shall be installed in the center of the lot SOIL WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. IS ABOVE WATER LINE. unless otherwise approved by the Utility. 5. Refer to Section 03300 for concrete requirements, N DEAD END FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN 9.All water and sanitary sewer service shall have a minimum POLYETHYLENE• horizontal separation of ten feet. O 'a 1y O Cr'PY OF FORT COIJINS. TITLE DI DRAWING RE1'IEED DATE; /+,�,' CITY OF FORT CDIaMS TITLE OF DRAWING RE'IEED DATE; � City. UT1117US - WATER 4/8/11 w•� UTILITIES - WATER 4/12/11 E CITY OF FORT COLLINs" °�»stow ENVISM DATE: CITY OF FORT CODU S '°'=�°�� ieFr®� �.} FIELD OPERATIONS CONCRETE ENCASEMENT ` FIELD OPERATIONS TYPICAL WATER SERVICE a City of 1rr>Lrr�s _ OAS a/2a/1D City of uTdlrrEs _ WATER C/23/10 ' ` ��nS P.O. Box 5BO DETAIL `�ns P.O. BOX 58O DETAIL z /� STANDARD CONCRETE Fulte COW.LNS• CO. BMW 8 FURf UDIAAAS• CU. BMW l I Fort Collins F18LD OPERATIONS THRUST BLOCKS DETAIL Flirt Collins FIELD OPERATIONS FIRE HYDRANT INSTALLATION DETAIL (s7n) 221-R7nn (s7n) 221-R7nn / � P.O. BOX aeo, PoIrr caunrs, ^�� P.O. scar 550. Foa'r COLL e. 3 0 co. 80522 (e70) 221-6700 2 eo, eas22 (970) 221-e7oa o J 3 vi a� 0 U 0 LL W O N W U N 2 CL H a E >_ DESIGNED BY: JWA CHECKED BY: TBM N O N CD UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 2336 Z SHEET OF 0 12 16 AMR POD (FORD YOKE BOX TOP OF AMR UD TO PART /YUC--7 WITH FORD BE 1/2' ABOVE YOKE BOX UD PART SYL-TP FINISHED GRADE INSTALL UD 1/2 IN, ABOVE VATH 1 27/32" DIA. HOLE 2' (MAX.) FINAL LANDSCAPED GRADE 'cocl AND REMOVABLE PLUG) ALUMINUM MANHOLE RING AND •( 1 CURB BOX FINISHED GRADE COVER WITH LOCK NUT 29 �a�l( DE ft �� '� 06 JOINT 0 CADWELD WARES TO TOP OF PIPE MINIMUM OOFF TWO (2) PER ND WIRES-#4 JOINT HMWPE 3- (MAX.) MORTAR OR i a ��PRD JcG I� I�jG AND COAT WITH MASTIC 3/4" ROCK FOR GRADE PRE-CAST CONCRETE MASTIC 2 < U plli� y ADJUSTMENT(IF RE4'D) GRADE RINGS (IF REQUIRED) MANHOLE RUNGS f�� f ANDCADWCOAT WITH MASTIC LD WIRES TO TOP OF PIPE I PRESFORMED za- PLASTIC GASKETS PRECAST CONCRETE . .•. TV C LIMITED NEW DUCTILE IRON PIPE- z• • l CATHODICALLY PROTECTED r •' .� • '% -• � ' (TYP. ALL JOINTS)-,---" OINTS) 1" (MAX.) MANHOLE �' + , o • / BLOCK y(TYP)BETE ; 1/2• EMT OR PVC s 8751 E HAMPDEN AVE CONDUIT THROUGH :. SUITE B 10 ' VAULT OR PIT TOP MANHOLE RUNGS , AMR POD (FORD YOKE BOX 1� INTO YOKEBOX 12' O C n -` PART #YUC-7 WITH FORD o1E DENVER, CO 80231 2' (MAX') _ aP' YOKE BOX UD PART #YL-TP PRP�fJ 303.840,4742 E ;t WITH 1 27/32" PIA. HOLE V �()u ',+. L AND REMOVABLE PLUG) 001' 0 o1l�pE MECHANICAL JOINT BOND WORE ww-w.tjcivil.com o 2' MAX. "•'" ': PRECAST CONCRETE ••� 13 1/4" FOR 4 �J MANHOLE 1-1/2" METERS 17 1/4' FOR �. 2' METERS 0 ;r CURB FLOW BOX ' METER (PLACED ,..;-. JOINT BOND WIRES-#4 AWG TYPE HMWPE BELOW LID) MINIMUM OF TWO (2) PER JOINT COMPRESSION ARMOUR-FLEX TUBING ARMOUR-FLEX TUBING 1: L' �' AND GROUT KNOCKOUT CONNECTION AND GROUT KNOCKOUT _ "' � ��` CADWELD WIRES TO TOP OF PIPE RM BEFORE BACKFlWNG METER - (�') BEFORE BACKFlWNG ',;, .'', 1" DIA. IRON ,i '.:�. AND COAT MATH MASTIC PIPE BRACE CADWELD WIRES TO TOR OF PIPE SETTER - - (7Yp) e�: AND COAT WITH MASTIC FLOW 48" DIA. NEW DUCTILE IRON PIPE- . CATHODICALLY PROTECTED 1" DIA. IRON },'. N. 12" "r PIPE BRACE 12` Pg?P�0JP1J CURB STOP (MIN.) .,` ; (TYP) .: (MIN.) ,. BOF �O pvyu cppepOpop pO°p4 ppp0 op0• °0600° O 0 - o, O°Op°d Q$ 0 °09 0 °00 On°p 0°pD ° 0n 00 p{}00°0,Q 00°0 C0 0p°Q VaD°op��0°op9�?C!`p p D D°Op°C10�D °Op' -D�D°op°Q�°D°Op°C1�+ y,�p R )40,60 0a0°4p OQOpO0Q0°�0�0° °004°O�,*bbl;ObO°6p,.°L�,O° °On00°� 0000° 000°L rI_ v ,_Oo nb�..00,'nari 00°ob$ Oa 8" LAYER OF 3/4" TO 1 1/2` GRAVEL cY o0 Oa b °C+©°oC U�� f GENERAL NOTES: PLAN VIEW PUSH-ON TYPE JOINT BOND WIRE 1. SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS. GENERAL NOTES: 2. DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION BASIN. 1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY. 3. NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT 2. SEE DETAIL 16—A FOR ADDITIONAL METER PIT INFORMATION. GENERAL NOTES GENERAL NOTES AND NO TREES WITHIN 10 FEET. 1. INSTALL COUPLING WITH RUBBER BOOT EXTENDING TOWARD THE 1. ALL WIRES SHALL BE ATTACHED TO THE TOP CENTERLINE OF THE PIPE t 10 DEGREES. 4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABL.E FOR METER READING AND MAINTENANCE. NON-CATHDDICALLY PROTECTED SIDE OF THE COUPLING. 2. JOINT BOND WIRES SHALL HAVE SUFFICIENT SLACK AS TO ALLOW JOINT MOVEMENT 5. SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER. 2. USE CARE DURING INSTALLATION SO AS NOT TO JAM THE TWO WITHOUT STRESS ON THE CONNECTIONS. 6. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT. PIPES TOGETHER AND DAMAGE THE RUBBER BOOT. 3. BE CAUTIOUS WHEN BACKFlLUNG THE EXCAVATION SO AS NOT TO DAMAGE OR STRESS u- 7. ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET SIDE. 3. INSTALL BOND WIRES TO THE COUPLING FOLLOWER RINGS AND ANY OF THE WIRES OR CADWELD CONNECTIONS. O 8. GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER BARREL FROM THE CATHODICALLY PROTECTED SIDE ONLY. 4. ENCLOSE JOINT AND BOND WIRES INSIDE THE PIPING POLYETHYLENE ENCASEMENT. TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE. 4. DO NOT INSTALL BOND WIRES ACROSS THE COUPLING NOR FROM 9. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED 'INSIDE THE BUILDING, THE COUPLING TO THE NON-CATHODICALLY PROTECTED SIDE. IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. 10.A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER. . 0 CITY OF PORT WATER STANDARD SETTING FOR 1-1 2 IN. AND 2 IN. 6 nra FIELD OPERATIONS rY OF FORT S of 9"vm STANDARD SETTING FOR 1 1 2 IN. AND 2 IN. na,� C ; � OPERATIOTY OF FORT NS a' *� �mtt CITY of FORT /10 Q City Of TJ1TI17'D;S - 1fATER � B/a,/io Gi#y Of TTfD1TLSS - HATER �/ a/z9/iD City Of UTILITIES - HATER B/n/to City of UTlLI'[IR3 - 1FATER a/2B/io Fort Collins ]?TEED OPERATIONS ort CollinsFort Collins INSULATING MECHANICAL COUPLNG IMc Fort Collins FIELD oPRTtAWATE JOINT BOND WIRES Q WATER METERS DETAIL WATER METERS DETAILP.O. 4 ) DETAIL DETAIL Q P.D. BDI 680, FORT COIIINB, /""�Y P.D. BOI BBC, FORT CDILWB, �'�' � BOX 580, PORT CDLI.IIl'S, P.O.P.O. BOX BBC, FORT COTIa'is. Co. 60522 (970) 221-6700 16-A Co. 60622 (970) 221-6700 16-B CO. BOB= (970) 221-6700 27 Co. 80522(970) 221-6700 28 = U � 0 0 w z ~ = U z0 ~ VALVE BOX u- � � _ (REFERENCE O SECTION 02641) O J ~ w � 0 < D � � U 0 "' °� wo 54 INCHES Q MINIMUM W 66 INCHES z MAXIMUM T J z z Cn w 3: 0 z RESILIENT SEAT W O U GATE VALVE 0 0 C U BEDDING ZONE .• , , : z GRANULAR MATERIAL :. .: ..,...-.•.,:.. , s..-•.. .. .. .. 0 WATER MAIN B"x16"x4" CONCRETE BLOCK CENTERED UNDER GATE VALVE (IF REQUIRED, WEDGE BLOCK WITH SYNTHETIC WOOD) 0 J N v O .o r� a O w•� Cr OF FORT COLLINS TITLE OF DRAIRNC e2ic, E rt' olljns iISTFS WATER E1Ds FIELD OPERATIONS VALVE BLOCKING DETAIL o P.D. BOX sen DETAIL Z p'oKf Cl/Ums. W. B1}55o 31 �, (v7n} zal-r7nn 0 O J 3 v vi .o U I L.L- LO O w U N O CL H a E E Q o DESIGNED BY: JWA ro CHECKED BY: TBM N O N UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 2336 0 SHEET OF 0 13 16 a 24 IN. RING AND COVER - 400 LB. CLASS A BEDDING CLASS B BEDDING DENVER HEAVY BY MACLEAR OR APPROVED EQUAL -_I TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED I_- 16 IN. MAX FINISHED GRADE LOWER LIMIT OF LOWER LIMIT OF 6 IN. MIN- TRENCHCONCRETE� \ x 12 IN. MIN. 12 IN. MIN. ALL �ENCH ALL \\ /� GROUTED INSIDE ANDSLOPE SLOPE 00 DENSELY 1} �% FLOW LINE OF / COMPACTED I DENSELY I - WATERWAY \` 24 IN. N TJC LIMITED MATERIAL t PIPE O.D. COMPACTED PIPE O.D. TRENCH WIDTH 'r\ A A 1 1 j� (NOTE 4) / / `i \� — ASTM c-478 8751 E HAMPDEN AVE r /\ ECCENTRIC CONE 1/4 PIPE O.D. COMPACTED ON FT. MIN. -CONCRETE CUT-OFF WALL `rj\ I B CONCRETE PIPE O.D. + BIN.--� 3000 P.S.I. (— GRANULAR J ON DOWN SLOPE SIDE ENCASEMENT SUITE B10 \\ I / _ CONCRETE 1/8 PIPE O.D. ASPHALT AND/OR j a o MATERIAL OR a w. MIN. CONCRETE OF WATERWAY \\\ I w w DENVER, CO 80231 1/8 PIPE O.D. ° a / OR 6 IN. MIN. e n<e° °a°°a,, BASE /�\, \ \\\,�` I 303.840.4742 F s w Mw _ \ \ram\r� 6 IN. MIN. t z_ \\ \ \\' a // 6 IN. MIN. WWW.tjcivil.com CLASS C BEDDING ROCK EXCAVATIONMANH j \; TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED / \\ - FLOW f• a M RUNGSL12" D.C. La 6 IN. MIN. 18 IN. } LOWER LIMIT OF LOWER LIMIT OF MIN. LB I GROUT SHIPLAP JOINT TRENCH WALL t2 IN. MIN. TRENCH WALL 12 IN. MIN. EAR INSIDE AND OUT SLOPE SLOPE UNNDDIS RBED y/ \ FLO-FILL (NOTE2) e U- N DENSELY } / \/ 6 IN. MIN.�I (-- COMPACTED I UNIFORMLY �/ \\ SEE NOTE ASTM C-478 PIPE O.D. MANHOLE SECTIONS MATERIAL ` PIPE O.D. GRADED ROCK OR // i COMPACTED J \\ SIDE VIEW 1/4 PIPE O.D. - / w SELECTED GRADED `/ \!' m GRANULAR MATERIAL v r \/ 4 j \\ 6 IN. MIN. a COMPACTED GRANULAR 1/8 PIPE O.D.• 6 IN. MIN. J \� > 18 IN. MAX— MATERIAL OR 4 IN. MIN. 2 FT. MIN. TRENCH 2 FT. MIN. j 1 FT. — 2 IN. GROUT BASE TO CONE UNSTABLE SUBGRADE SUBDRAIN DETAIL BEDDING ZONE + \� PVC PIPE O.D. I \ INSIDE AND OUT TRENCH WIDTH AS SPECIFIED GRANULAR MATERIAL \� \ + i I SLOPE TRENCH WIDTH AS SPECIFIED (NOTE 3) \ \ yl I� LOWER LIMIT OF / \l!;4 IN. MIN. UNDISTURBED UNDISTURBED % /' UNDISTURBED ;' _ /� �� POURED CONCRETE TRENCH WAIL ��\\\\�\\/�\\��\\�C\\�\\�\\�\\//\� SOIL r SOIL \ SOIL -}- BASE SLOPE—� LOWER LIMIT OF 12 IN. MIN. " TRENCH WALL DENSELY 6 IN. MIN. SLOPE O COMPACTED o o°o % COMPACTED I BACKFILL �a°000 o`" o o°oo°oopo \/ \/\/\\/. /\/\ GRANULAR OR + oo° I �O$O1a o$ j� 6 IN UNIFORM GRADED I . MIN. SECTION B-B 8 IN. MIN. �80 -t- oo Spo GRAVEL o°o°Oo o MATERIAL FILTER o o poo°o°°�o NOTES: \��\��\��\\/ \��\��\��\��\��� r r 2 IN. MIN. 4 IN. MIN. $o�oo o°°000p'o°o°oo° 1. PVC PIPE TO BE C900. SLOP 11 PERFORATED ORo°p^ JAl, POURED INVERT 6 IN. MIN. 2. REFERENCE CITY OF FORT COLLINS UTILITIES DEVELOPMENT CONSTRUCTION \ FT NOTE: MINIMUM INSIDE DIAMETER OF 0 00 o O o O o O SLOTTED PIPE \ FILTER STANDARDS, SECTION 02321, FOR FLO-FILL MIX PROPORTIONS. % \ �6 IN. �. MANHOLE SHALL BE AS FOLLOWS: 1 ROCK 1/2 N NOTES: MATERIAL 3. REFERENCE SECTION 02225 FOR GRANULAR BEDDING MATERIAL. % r NOTE: THIS IS A CONCEPTUAL DRAWING ONLY. RECAST MANHOLE O \\ BASE PIPE SIZE MIN. MANHOLE ALL CUT-OFF WALLS SHALL BE DESIGNED BY DIAMETER LARGE STONES, 4. REFERENCE SECTION 02221 FOR TRENCH WIDTH SPECIFICATIONS. v BROKEN CONCRETE, ETC. 1. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. THE DESIGN ENGINEER FOR EACH INSTALLATION. (IF REQUIRED) SECTION A-A THE DESIGN SHALL INCLUDE ALL PERTINENT T 8 IN. MIN.--' 24 IN. OR LESS 48 IN. 2. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, DIMENSIONS AND REINFORCING SIZES. 27 IN. TO 42 IN. (INCL.) 60 IN. SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. ALTERNATE BASE OVER 42 IN. 72 IN. _ STORMWATER BEDDING REQUIREMENTS STORMWATER BEDDING REQUIREMENTS WITHIN STREET STORMWATER DITCH CROSSING DETAIL REV. DATE:12/11/13 (� CITY OF APPROVED: CITY OF APPROVED: CITY OF APPROVED: STANDARD MANHOLE 0 �Y� FORT COLLINS DETAIL GtYof FORT COLLINS DETAIL atYaf FORT COLLINS DETAIL CC. 0 �.} ^' STORM WATER �.} STORM WATER �.} STORM WATER CITY of L -Fort UTILITIES DATE: 1/12/00 �' `Collins UTILITIES DATE: 6/5/13 6 `Collins UTILITIES DATE: 1/14/00 p� APPROVED: DETAIL /"�� Four COUINS, co. CONSTRUCTION DETAILS D— 1 /""�� FORT cowm, co. CONSTRUCTION DETAILS D— 1 B /""`� FORT CO►UNS, Co. CONSTRUCTION DETAILS D— 2 Y FORT COLLINS STORMWATER Q Q (970) 221-8700 DRAWN BY: SKC (970) 221-8700 DRAWN BY:TDC (970) 221-6700 DRAWN BY: SKC �rt Collins / //-� UTILITIES DATE: 1 1 7 00 D — 3 FORT coL1.1Ns, co. CONSTRUCTION DETAILS (970) 221-6700 DRAWN BY: NBJ 0 0 w z ~ = U z0 ~ � DOzcn O � � = J � U Q _ji.— (p � w 0 U.) °C w 0 W � T J Z Z W W � 0 Z w0UJ ~ w0 D CO Oz � cw w a U 0 J N O o o O ai E a z 0 T J 3 vi 0 LL W O N W N .o d H O i= !_ Q DESIGNED BY: JWA CHECKED BY: TBM CD O N UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 2336 Z SHEET OF 14 16 a Stockpile Management (SP) MM-2 MM-2 Stockpile Management (SM) Silt Fence (SF) SC-1 SC-1 Silt Fence (SF) S P STOCKPILE PROTECTION MAINTENANCE NOTES SF SILT FENCE INSTALLATION NOTES 1 14" K I Y2" 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. (RECOMMENDED) WOODEN 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER / 3.0' MIN MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS FENCE POST WITH 10' MAX PONDING. SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION TJC LIMITED POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE SPACING AT LEAST SEVERAL FEET (2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR STOCKPILE EROSION, AND PERFORM NECESSARY MAINTENANCE. SILT FENCE PONDING AND DEPOSITION. I A 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN GEOTEXTILE 2. A UNIFORM 6" x 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT 8751 E HAMPDEN AVE EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE FENCE INSTALLATION DEVICE. NO ROAD GRADERS, BACKHOES, OR SIMILAR EQUIPMENT SHALL SUITE B10 DOCUMENTED THOROUGHLY. BE USED. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON 3. COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING. DENVER, CO 80231 SILT FENCE (SEE SF DETAIL FOR DISCOVERY OF THE FAILURE. A COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR 303.840,4742 INSTALLATION REQUIREMENTS) TRENCH BY HAND. \ STOCKPILE PROTECTION MAINTENANCE NOTES COMPACTED BACKFILL 4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD WWW.tJC1V1I.C0121 4. IF PERIMETER PROTECTION MUST BE MOVED TO ACCESS SOIL STOCKPILE, REPLACE BE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STAKES. STOCKPILE PROTECTION PLAN PERIMETER CONTROLS BY THE END OF THE WORKDAY. MAXIMUM 5. STOCKPILE PERIMETER CONTROLS CAN BE REMOVED ONCE ALL THE MATERIAL FROM THE 5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1" HEAVY DUTY STAPLES 2 SILT FENCE (SEE SF DETAIL FOR STOCKPILE HAS BEEN USED. FLOW 3b"-48" OR NAILS WITH 1" HEADS. STAPLES AND NAILS SHOULD BE PLACED 3" ALONG THE FABRIC I INSTALLATION REQUIREMENTS) ! TYP DOWN THE STAKE. (DETAILS ADAPTED FROM PARKER, COLORADO, NOT AVAILABLE IN AUTOCAD) EXISTING 6. AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. GROUND TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J-HOOK." THE "J-HOOK" CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN 6" MIN EXTENDING PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICIENT LENGTH TO KEEP DIFFERENCES ARE NOTED. RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' - 20'). 18" 7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. SECTION A OF ATFENCE LEAST 10" MIN SILT FENCE MAINTENANCE NOTES "TAIL" SHALL BE 4" MIN BURIED 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. SP-1 . STOCKPILE PROTECTION MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE STOCKPILE PROTECTION INSTALLATION NOTES EROSION, AND PERFORM NECESSARY MAINTENANCE. 1. SEE PLAN VIEW FOR: 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN -LOCATION OF STOCKPILES. EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE -TYPE OF STOCKPILE PROTECTION. SILT FENCE DOCUMENTED THOROUGHLY. 2. INSTALL PERIMETER CONTROLS IN ACCORDANCE WITH THEIR RESPECTIVE DESIGN DETAILS, POSTS SHALL OVERLAP 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON SILT FENCE IS SHOWN IN THE STOCKPILE PROTECTION DETAILS; HOWEVER, OTHER TYPES OF AT JOINTS SO THAT NO GAPS DISCOVERY OF THE FAILURE. PERIMETER CONTROLS INCLUDING SEDIMENT CONTROL LOGS OR ROCK SOCKS MAY BE SUITABLE IN SOME CIRCUMSTANCES. CONSIDERATIONS FOR DETERMINING THE APPROPRIATE JOIN EXIST IN SILT FENC 4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED TYPE OF PERIMETER CONTROL FOR A STOCKPILE INCLUDE WHETHER THE STOCKPILE IS FIRST TO MAINTAIN THE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED LOCATED ON A PERVIOUS OR IMPERVIOUS SURFACE, THE RELATIVE HEIGHTS OF THE SEDIMENTS IS APPROXIMATELY 6". PERIMETER CONTROL AND STOCKPILE, THE ABILITY OF THE PERIMETER CONTROL TO CONTAIN THE STOCKPILE WITHOUT FAILING IN THE EVENT THAT MATERIAL FROM THE STOCKPILE SHIFTS ROTATE 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, OR SLUMPS AGAINST THE PERIMETER, AND OTHER FACTORS. SECOND TEARING, OR COLLAPSE. 3. STABILIZE THE STOCKPILE SURFACE WITH SURFACE ROUGHENING, TEMPORARY SEEDING AND POSTS SHALL BE JOINED AS 6. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED MULCHING, EROSION CONTROL BLANKETS, OR SOIL BINDERS. SOILS STOCKPILED FOR AN SHOWN, THEN ROTATED 180 DEG. THICKNESS OF GEOTEXTILE HAS AND APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EQUIVALENT PERIMETER EXTENDED PERIOD (TYPICALLY FOR MORE THAN 60 DAYS) SHOULD BE SEEDED AND MULCHED IN DIRECTION SHOWN AND DRIVEN BEEN EXAGGERATED, TYP SEDIMENT CONTROL BMP. WITH A TEMPORARY GRASS COVER ONCE THE STOCKPILE IS PLACED (TYPICALLY WITHIN 14 INTO THE GROUND DAYS). USE OF MULCH ONLY OR A SOIL BINDER IS ACCEPTABLE IF THE STOCKPILE WILL BE 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, IN PLACE FOR A MORE LIMITED TIME PERIOD (TYPICALLY 30-60 DAYS). SECTION A SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. U_ 4. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE, WHERE (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, NOT AVAILABLE IN AUTOCAD) O OTHER DOWNGRADIENT CONTROLS, INCLUDING PERIMETER CONTROL, ARE IN PLACE, STOCKPILE PERIMETER CONTROLS MAY NOT BE REQUIRED. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. SF-1 . SILT FENCE CONSULT WITH ARE NOTED. JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENU � O November 2010 Urban Drainage and Flood Control District S13-3 S11-1 Urban Drainage and Flood Control District November 20I0 November 2010 Urban Drainage and Flood Control District SF-3 SF4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual VolLune 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Mammal Volume 3 ( Q 2 � O I- Q (0J Inlet Protection (IP) SC-6 Inlet Protection (IP) SC-6 SC-6 Inlet Protection (IP) SM-3 Construction Fence (CF) M W O z = V z0 ~ INLET GRATE iYP � 0 z I P eF GENERAL INLET PROTECTION INSTALLATION NOTES PLASTIC CAP, .CCIP1. SEE PLAN VIEW TOR: O-LOCATION OF INLET PROTECTION. SEE ROCK SOCK DETAIL L -TYPE OF INLET PROTECTION (IP.1, IP.2, IP.3, IP.4, IP.5, IP.6) Q = 0) U FOR JOINTING D 12" MIN. 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING B ( ) IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, STUDDED STEEL J ROCK SOCK '` INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. TEE POST O IIn CULVERT 3. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. 1 � END SECTION '\ 4 CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN x, BACKFILL UPSTREAM ROCK DIFFERENCES ARE NOTED. ROCK SOCK Of WATTLE SOCK INLET PROTECTION MAINTENANCE NOTES ORANGE RESINET 5' MIN CONSTRUCTION FENCE LU _ Q q O 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. EXISTING OR APPROVED EQUAL T J MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS GRADE J z POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE IP-3. ROCK SOCK SUMP/AREA INLET PROTECTION CULVERT INLET PROTECTION SECTION A EROSION, AND PERFORM NECESSARY MAINTENANCE. j z PLAN 10" MIN. ` O 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 5 EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 1' MIN. 1 ROCK SOCK SUMP/AREA INLET PROTECTION INSTALLATION NOTES O r , 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 3. WHERE BMP9 HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON v J KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP DISCOVERY OF THE FAILURE. V10' MAX W O 2. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF ROCK SOCKS FOR KEY IN ROCK SOCK 2" ON EARTH SPACING Q 'A INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS SECTION B NECESSARY TO MAINTAIN BMP EFFECTIVENESS, (�J TYPICALLY WHEN STORAGE VOLUME REACHES J `J INLET GRATE CIP-1 . CULVERT INLET PROTECTION 50 STRAVOF�CLASACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Y4 OF THE HEIGHT FOR z O rSF� CULVERT INLET PROTECTION INSTALLATION NOTES 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS Q 1.1� II PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF STUDDED STEEL [:](A 1. SEE PLAN VIEW FOR INLET PROTECTION IN STREETS. TEE POST SILT FENCE (SEE SILT -LOCATION OF CULVERT INLET PROTECTION. 4' MIN. `SF J FENCE DESIGN DETAIL ) 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE 2. SEE ROCK SOCK DESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS AND JOINTING COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER DETAIL. APPROVED BY THE LOCAL JURISDICTION. Q CULVERT INLET PROTECTION MAINTENANCE NOTES (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AUROPA COLORADO. NOT AVAILABLE IN AUTOCAO) U 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. O IP-4. SILT FENCE FOR SUMP INLET PROTECTION MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN CF-1 . PLASTIC MESH CONSTRUCTION FENCE POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE DIFFERENCES ARE NOTED. J EROSION, AND PERFORM NECESSARY MAINTENANCE. CONSTRUCTION FENCE INSTALLATION NOTES 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL SILT FENCE INLET PROTECTION INSTALLATION NOTES EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY 1. SEE PLAN VIEW FOR: DOCUMENTED THOROUGHLY. PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR -LOCATION OF CONSTRUCTION FENCE. 1. SEE SILT FENCE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. DISCOURAGES USE OF PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST 2. CONSTRUCTION FENCE SHOWN SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING 2. POSTS SHALL BE PLACED AT EACH CORNER OF THE INLET AND AROUND THE EDGES DISCOVERY OF THE FAILURE. BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN ACTIVITIES. AT A MAXIMUM SPACING OF 3 FEET. IN THE MANUFACTURER'S DETAILS. 4. SEDIMENT ACCUMULATED UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE 3. CONSTRUCTION FENCE SHALL BE COMPOSED OF ORANGE, CONTRACTOR-GRADE MATERIAL 3. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF SILT FENCE FOR SEDIMENT DEPTH IS I¢ THE HEIGHT OF THE ROCK SOCK. NOTE: SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET THAT IS AT LEAST 4' HIGH. METAL POSTS SHOULD HAVE A PLASTIC CAP FOR SAFETY. INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET 5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED PROTECTION IS ACCEPTABLE. 4. STUDDED STEEL TEE POSTS SHALL BE UTILIZED TO SUPPORT THE CONSTRUCTION FENCE. AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. MAXIMUM SPACING FOR STEEL TEE POSTS SHALL BE 10'. N (DETAILS ADAPTED FROM AURORA, COLORADO. NOT AVAILABLE IN AUTOCAD) 5. CONSTRUCTION FENCE SHALL BE SECURELY FASTENED TO THE TOP, MIDDLE, AND BOTTOM OF EACH POST. CD NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. r7 o CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. CD o iu :_ z August 2013 Urban Drainage and Flood Control District I13-5 August 2013 Urban Drainage and Flood Control District I13-7 IP-8 Urban Drainage and Flood Control District August 2013 CF-2 Urban Drainage and Flood Control District November 2010 Urban Stonn Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual-Volume 3 Urban Storm Drainage Criteria Manual Volume 3 T J KT 3 vi a� 0 o 11 U 0 LL_ W O N W U N O d H a E >_ DESIGNED BY: JWA CHECKED BY: TBM N O N UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 2336 Z SHEET OF 0 15 16 Construction Fence (CF) SM-3 Vehicle Tracking Control (VTC) SM-4 SM-4 Vehicle Tracking Control (VTC) Stabilized Staging Area (SSA) SM-6 4c* 1 SF/CF SF/CF VTC N T SSA CONSTRUCTION FENCE MAINTENANCE NOTES STABILIZED CONSTRUCTION ENTRANCE/EXT INSTALLATION NOTES ONSLAE L� CONSTRUCTION CONSTRUCTION 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. 1. SEE PLAN VIEW FOR . VEHICLE TRAILERS MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS -LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S). I PARKING (1F TJC LIMITED POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE 20 FOOT -TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, NEEDED), EROSION, AND PERFORM NECESSARY MAINTENANCE. (WIDTH CAN BE CONSTRUCTION MAT OR TRM). LESS IF CONTT. CONSTRUCTION 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN VEHICLES ARE SITE ACCESS \ \ 8751 E HAMPDEN AVE BOTH SIDES) 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE o EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE PHYSICALLY Ln DOCUMENTED THOROUGHLY. CONFINED ON USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) a SUITE B10 WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. 3" MIN. THICKNESS DENVER, CO 80231 • 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON SIDEWALK OR OTHER 50 FOOT (MIN.) 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS I II - wtTOP.NaE a GRANULAR MATERIAL 303.840,4742 DISCOVERY OF THE FAILURE. PAVED SURFACE WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. STABILIZED • AREA CONSTRUCTION 4. CONSTRUCTION FENCE SHALL BE REPAIRED OR REPLACED WHEN THERE ARE SIGNS OF DAMAGE SUCH AS RIPS OR SAGS. CONSTRUCTION FENCE IS TO REMAIN IN PLACE UNTIL THE 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND ENTRANCE (SEE N WWW,t CZVII.com UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. DISTURBING ACTIVITIES. DETAILS VTC-1 '7y7 ri TO VTC-3) SILT FENCE OR CONSTRUCTION 5. WHEN CONSTRUCTION FENCES ARE REMOVED, ALL DISTURBED AREAS ASSOCIATED WITH THE ,7 5. A NON-WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED - SF/ / CF SF CF FENCING AS NEEDED INSTALLATION, MAINTENANCE, AND/OR REMOVAL OF THE FENCE SHALL BE COVERED WITH CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. TOPSOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED AS APPROVED BY LOCAL `. tti ' JURISDICTION. ! 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT EXISTING ROADWAY L SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCO STANDARD DETAILS. r' 9" (MIN.) SSA-1 . STABILIZED STAGING AREA CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN STABILIZED CONSTRUCTION ENTRANCE/EXIT MAINTENANCE NOTES DIFFERENCES ARE NOTED. P 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. STABILIZED STAGING AREA INSTALLATION NOTES (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO. NOT AVAILABLE IN AUTOCAD) PUBLIC UNLESS OTHERWISE SPECIFIED MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE, INSPECT BMPs AS SOON AS 1. SEE PLAN VIEW FOR ROADWAY BY LOCAL JURISDICTION, USE POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE -LOCATION OF STAGING AREA(S). COOT SECT. #703. AASHTO #3 EROSION, AND PERFORM NECESSARY MAINTENANCE. COARSE AGGREGATE OR 6" -CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL MINUS ROCK 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN FROM THE LOCAL JURISDICTION. EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 2. STABILIZED STAGING AREA SHOULD BE APPROPRIATE FOR THE NEEDS OF THE SITE. NON-WOVEN GEOTEXTILE FABRIC DOCUMENTED THOROUGHLY, OVERSIZING RESULTS IN A LARGER AREA TO STABILIZE FOLLOWING CONSTRUCTION. BETWEEN SOIL AND ROCK 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 3. STAGING AREA SHALL BE STABILIZED PRIOR TO OTHER OPERATIONS ON THE SITE. UNLESS OTHERWISE SPECIFIED BY LOCAL 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STA81UZED 4. THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM 3" THICK GRANULAR INSTALL ROCK FLUSH WITH JURISDICTION, USE COOT SECT. #703, AASHTO ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. MATERIAL. OR BELOW TOP OF PAVEMENT '3 COARSE AGGREGATE 5. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST Of DOT OR 6" MINUS ROCK 9" (MIN.) 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED SECT. #703. AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. DOWN STORM SEWER DRAINS. 6. ADDITIONAL PERIMETER BMPs MAY BE REQUIRED INCLUDING BUT NOT LIMITED TO SILT - - [COTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UOFCD STANDARD DETAILS. FENCE AND CONSTRUCTION FENCING. T CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN NON-WOVEN GEOTEXTILE DIFFERENCES ARE NOTED. STABILIZED STAGING AREA MAINTENANCE NOTES FABRIC (DETAILS ADAPTED FROM CITY OF BROOMFELD. COLORADO. NOT AVAILABLE IN AUTOCAD) 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. COMPACTED SUBGRADE MAINTENANCE OF BMP9 SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS SECTION A POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON O VTC- 1 . AGGREGATE VEHICLE TRACKING CONTROL DISCOVERY OF THE FAILURE. 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY IF RUTTING OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED. U � O November 2010 Urban Drainage and Flood Control District CF-3 November 2010 Urban Drainage and Flood Control District VTC-3 VTC-6 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District SSA-3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Q 2 ~ O I- Q (0J SM-6 Stabilized Staging Area (SSA) Street Sweeping and Vacuuming (SS) SM-7 Paving and Grinding Operations (PGO) SM-12 � cr W O Z = V Description Description Z Z LL Street sweeping and vacuuming remove Manage runoff from paving and grinding O Z STABILIZED STAGING AREA MAINTENANCE NOTES sediment that has been tracked onto %� operations to reduce pollutants entering �, O = J 5. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING, roadways to reduce sediment transport �. storm drainage systems and natural U_ 3: 0 STORAGE, AND UNLOADING/LOADING OPERATIONS. into storms dram systems or a surface drainageways. `I Q r , 6. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION THE waterway. V GRANULAR MATERIAL SHALL BE REMOVED OR, IF APPROVED BY THE LOCAL JURISDICTION, Appropriate Uses USED ON SITE, AND THE AREA COVERED WITH TOPSOIL, SEEDED AND MULCHED OR J L/1 M W OTHERWISE STABILIZED IN A MANNER APPROVED BY LOCAL JURISDICTION. Appropriate Uses O / LL^ W In NOTE: MANY MUNICIPALITIES PROHIBIT THE USE OF RECYCLED CONCRETE AS GRANULAR Use runoff management practices during T C MATERIAL FOR STABILIZED STAGING AREAS DUE TO DIFFICULTIES WITH RE-ESTABLISHMENT OF Use this practice at construction sites all paving and grinding operations such VEGETATION IN AREAS WHERE RECYCLED CONCRETE WAS PLACED. where vehicles may track sediment as surfacing,resurfacing,and saw L NOM- MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. offsite onto paved roadways. cutting. 1.10 r CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN W DIFFERENCES ARE NOTED. Design and Installation Design and Installation PhotographPGO-1. Paving operations on a Colorado highway. Photo Z r J (DETAILS ADAPTED FROM DOUGLAS COUNTY. COLORADO, NOT AVAILABLE IN AUTOCAD) Photograph SS-1. A street sweeper removes sediment and potential courtesy of CDCT. J 0 Street sweeping or vacuuming should be Pollutants along the curb line at a construction site. Photo courtesy of There are a variety of management J COTom Gore. runoff Z O vJ conducted when there is noticeable strategies that can be used to manage roff from paving and grinding operations: W Z sediment accumulation on roadways adjacent to the construction site. Typically,this will be concentrated � J at the entrance/exit to the construction site. Well-maintained stabilized construction entrances,vehicle Establish inlet protection for all inlets that could potentially receive runoff. W O J tracking controls and tire wash facilities can help reduce the necessary frequency of street sweeping and = �--- O vacuuming. III Schedule paving operations when dry weather is forecasted. � !W!^^ / � On smaller construction sites,street sweeping can be conducted manually using a shovel and broom Keep spill lots onsite for equipment spills and keep drip pans onsite for stored equipment. 0 Z U Never wash accumulated sediment on roadways into storm drains. J Z ■ Install perimeter controls when asphalt material is used on embankments or shoulders near O - Maintenance and Removal waterways,drainages,or inlets. Q LL ■ Do not wash any paved surface into receiving storm drain inlets or natural drainageways. Instead, W ■ Inspect paved roads around the perimeter of the construction site on a daily basis and more loose material should be swept or vacuumed following paving and grinding operations. (-- frequently,as needed. Remove accumulated sediment,as needed. ■ Store materials away from drainages or waterways. � + ■ Following street sweeping,check inlet protection that may have been displaced during street v sweeping. ■ Recycle asphalt and pavement material when feasible. Material that cannot be recycled must be O disposed of in accordance with applicable regulations. ■ Inspect area to be swept for materials that may be hazardous prior to beginning sweeping operations. J See BMP Fact Sheets for Inlet Protection,Silt Fence and other perimeter controls selected for use during paving and grinding operations. Maintenance and Removal Perform maintenance and removal of inlet protection and perimeter controls in accordance with their respective fact sheets. Street Sweeping/Vacuuming Promptly respond to spills in accordance with the spill Paving and Grinding Operations mP Y P P� P� � Functions prevention and control plan_ Functions (V Erosion Control No Erosion Control No p 'a Sediment Control Yes Sediment Control No o Site/Material Management Yes Site/Material Management Yes :_ z SSAA Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District SS-1 November 2010 Urban Drainage and Flood Control District PGO-1 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 T J ZT 3 vi a� 0 U 0 LL LO O N W U N 2 CL H a E E DESIGNED BY: JWA CHECKED BY: TBM N O N UTILITY PLANS FOR THE ELLIE AT OLD TOWN PROJECT N0. 2336 Z SHEET OF 0 16 16