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HomeMy WebLinkAboutLot Certifications - 04/02/2010City & utilities electric . storrrnvater . wastewater . water Fort Collins For wood SL PO Box 580 Fort Collins, CO 80522 970M1.6700 970.221.6619 fax . 970.224.8003 TDD uhM1&s@kgov con . fcgov.com4ifir4es CERTIFICATION OF LOT GRADING Pursuant to City Code § 26-544 and City Land Use Code § 3.2.2 (a) Date: April 2, 2010 Permit Application No. B0904323 Address: 3838 South Timberline Road Lot: 7 Block: Subdivision: Speight P.U.D. �rp„✓ �s�� �ic 1,(Print) Kevin Brazelton . a Colorado registered professional engineer, verify that the above referenced property In the City of Fort Collins, Colorado, has been inspected by me or an appropriately qualified professional under my direct supervision, and verify that construction of all stomtwater facilities and grading is complete, and that the elevations and drainage patterns shown on the attached drawing(s) which were developed from a survey performed on (Date): April 1, 2010 . accurately and truly depict the elevations and drainage patterns as they existed on the date of the survey. Based on this information, I certify that (check one): ❑ The elevations and drainage patterns of the lot/site are in substantial conformance with the City approved drainage and grading plan for the property (information attached). SEE NOTE. >l� The elevations and drainage patterns of the lot/site as measured are in general conformance with the City approved drainage plan with exceptions (information attached). In my professional judgment the elevations and grading of the lot/site as constructed are functionally adequate and equivalent to the specifically approved drainage plan, and will affect stormwater drainage on and off the lot/site in a manner consistent with the approved drainage plan. SEE NOTE. By. 200 S. College Ave., Suite 100 80524 (address of signing party) NOTE: A COMPLETE certlflcatjon must be submitted at had two weeks prior to a request for a Certificate of Occupancy for the lot/site, Including but not limited to drawings of the iot/slts showing the approved design and as -built surveyed elevations of all structures, drainage and grading ligatures (e.g. swabs, retaining wags, lot corners), written informadonlexpbnation of discrepancbs, and other Information necessary to conli nr the above certification to: Fort Collins Utilities (070) ZH-6700 700 wood Street Fort Collins, CO 80821 At Least Two Weeks Prior To Requesting A Certificate Of Occupancy For The Property Rev. 2009 City, of FOrt Collins M NORTHERN ENGINEERING DRAINAGE CERTIFICATION FORM Please fill out all applicable items in this certification form for single family, multi -family and commercial properties. Write "OK" for items checked or actual number checked in field. Use "N/A" for items that are not applicable to the property that is being certified. A. Drainage facilities certification 1. Pond Certification _[OK _N/A -volume verification _ZOK ,WA a. topographic records and volume ,[OK WA b.cross-sections and spot elevations _OK _j[WA-positive fall to pan _,OK _[N/A -side slopes _[OK _WA -invert elevation ,[OK --WA-spillway elevation _V(OK _WA -placement and size of riprap ,[OK _N/A -grading _[OK _WA -orifice plate installation and size_ _OK -9(-N/A-compaction of berm _l[OK _WA —structural integrity of pond EEC testing reports available upon request 2. Swales ,[OK __WA -location (are they within easement) _V[OK NIA -dimensions and cross-section verification _ZOK _WA -longitudinal slopes and side slopes _ZOK WA -spot elevations _OK "'N/A -permanent erosion control measures (drop structures, riprap, etc....) ,k[OK WA -tie-in to pipes, pans, curbs, etc.... ___OK JbIA-Weir size (elevations, size, opening, etc.) _OK _ZN/A -available freeboard _OK _[WA -landscaping infringement on swales 3. Pikes _OK _NIA -size and type _VO'OK N/A -slopes (as -built and comparison to minimum 0.4% slope) _OK IN/A -pipe capacity calculations if slopes are significantly altered �[OK _WA -invert elevations _V'O'OK _N/A -installation and backfill material OK per Martin & Sons Excavating _j(OK __WA -cover _OK J_O'WA -encasement and clearance from other utility lines close by _I(OK _WA -j oints OK per Martin & Sons Excavating 4. Concrete Pan Channels _OK JLN/A -size OK jb/A-slope __OK JLN/A-super elevation _OK J-N/A-cross .section OK „V_N/A-thickness _OK J[WA -elevations 5. Inlets _V_'(OK —WA-size and type VIOK _N/A -size of opening (or name of standard used) _j(OK _N/A -grate elevation _I(OK _N/A -invert elevation _�_IOK _N/A -box size 6. Cross pans ,I[OK N/A -size ,00'OK _WA -type _V(OK _WA -grade j[OK N/A -elevation ,[OK _WA -cross-sectional depth _3(_OK N/A -tie-in to curb and gutter 7. Culverts _OK A[WA-size OK -ZWA -type _OK _4_0'JV/A-invert elevation _OK _%/N/A -headwalls 8. Underdrains J_OK --WA-size _100'OK _WA -type j(_OK _WA -cover _ZOK _N/A —backf ill OK per Martin & Sons Excavating _VfOK _WA—geotextiles OK per Martin & Sons Excavating OK ALO'N/A-cleanouts 9. Curb cuts JOK _WA -size ,[,OK ,_WA -tie in to swale, pipe, etc... B. Certification of Grade Elevations Adjacent to Drainage Facilities: _3(_OK WA -minimum opening elevations _](_OK N/A -top of foundation elevations _[OK N/A -comparison to 100 year WSEL' s (Freeboard requirements and floodplain issues) C. Certification of Erosion Control Measures: 1. Permanent Measures: -Y—lfOK WA -Permanent vegetation (6" bare spots and weeds under control) ALOK _N/A -riprap Site is currently in the process of final landscape installation (04.02.10) _OK -v(—N/A-riprap bedding _OK �[WA -drop sections _3LOK _WA -sediment basins/water quality ponds _OK _y_fWA-netting mats/blankets _OK _1_(N/A-mulching 2. Temporary Measures: OK -1—(WA -mulching Site is currently in the process of final landscape installation (04.02.10) _3(_OK _N/A -inlet filter installation _OK _3LN/A-check bale dams _OK _N/A -seeding and temporary vegetation _OK jN/A-silt fence D. Site Cleanup After Construction Site is currently relatively clean �OK NIA -construction clean up (04.02.10) . It is anticipated that the Contractor will conduct a final clean-up of _OK _3LN/A -smoothing of ruts the site once final landscape installation is complete (TBD) . _OK _N/A -reseeding E. Statement of compliance This certification is signed and stamped and by signing this form the engineer(s) attests that they have inspected the site and to the best of their knowledge the as -built conditions of the drainage facilities are as described in the above form and in the redlined plans enclosed. Failure to properly disclose all known information could result in the rejection of this certification and prevent the release of any Stormwater Utility holds on Building Permits and/or Certificates of Occupancy. F. Signature and Stamp by a Colorado Registered Professional Rngineer. Colorado Licensed Professional Engineer CO P.E. # 38837 Pond Volume Calculations Project Aspen Dental By: K. Brazelton Date: April 2, 2010 Note: Volume calculations utilize Conic Method Pond Stage Depth Surface Area of Contour S Incremental Volume C Total Volume 09 Total Volume A 4944.40 1.48 300 60 423 0.01 4944.20 1.28 300 48 363 0.01 4944.04 1.12 300 12 315 0.01 4944.00 1.08 300 84 303 0.01 4943.72 0.80 286 34 219 0.01 4943.60 0.68 286 57 185 0.00 4943.40 0.48 286 57 128 0.00 494320 0.28 286 57 70 0.00 4943.00 0.08 165 13 13 0.00 4942.92 0.00 0 0 0 0.00 <--100-Year water surface - required volume 314 CF <--Top of WQ structure - required volume 221.6 CF ese Pond Volume calculations, produced by Northern Engineering irvices, Inc., are based upon field information gathered by others. irthern Engineering Services, Inc. assumes no liability for the accuracy completeness of this information. owroj.m�es���a�.ao�_pona volume Stye Bmeege ----------- -------------- ----------- EXISTING SUNSTONE _ BUSINESS PART( DETENTION POND ` ENSTINC CURB AND WRIER Q M REPLACE EXISTING PROW C RB AND GUFER W/ OUTFLOW CURB AND GUTTER �' rzrP1 - SAWCUT AND MATCH E1957ILM. PAVFAETNT AS REQUIRED FOR . CURB INSTALLATION. SAWCUT AND SEAL JOINTS AND PERFORM ALL REPAIRS N ACCORDANCE I NTH CITY STANDARDS NOTES: 1. CURB AND GUTTER SHALL MATCH EXISTING PAVEMENT AND ADJACENT LANDSCAPING SHALL SE ADJUSTED AND/OR REPAIRED AS REWIRED. Z. REFER TO HORIZONTAL CONTROL PLAN (MCI) FOR LOCATION OF CURB/GUTTER REMOVAL. EXISTING POND WEIR GRADING DETAIL SCARE: 1'-w 4 ------------------ 4941_______ V D SIDEWALK PLATE I �I _- Eg51ID PROPERTY AND RTCH7-O-WA,Y�lNESOF WALK `C �ro� GRAD[ PROPOSED 3 wr -'.� r ----- ------------ --- - - - —aT - - - - - -- - ---- I ,p - d .•. GU O - ,A ° d ° I , p NIL d 8 } 1 1 �J►� ���YYY©may EXISTING 6' WOW PRIVACY FENCE TO REMAIN (SEE NOTE 6) `r SIDEWALK d------------ --------------- W/ 4-INCH DEPTH AND COVER PLATE ROOF PROPOSED BUILDING F.F. 4947.9E 39 EXTEND CHASE TO /-ROOF DRAW LOCATION V ( CHASE W/ 6�HCH DEPTH h"� PULE 46 ' -------------- ----------- E EAST SIRE OF THE N SECTION A -A FROM IT CONCRETE PAN TO DON POND WALLS L PROPOSED DULCET PROPOSED RETAINING DETAILS) (SEE WALLS (SEE NOTE 7 AND DETAILS) STRUCTURAL DRAWINGS FOR MORE INFORMATION) PROPOSm 1/-SCALE 1 I �O I� C $ 10 O 10 20 30 F.M " IN FEET) F, d 1 NCA = 10 R. all I � s I LEGEND EXISTING FIRE HYDRANT EXISTING WATER L I;C S EXISfNO SEWER MANHOLE -:—�D EXISTING SANITARY SEWER ' TR40DRUER IR 99g I ® EXISTING ELECTRIC EXISTING STORM SEWER 9 a iT EJOSTNG STREET LIGHT 11— EXISTING ELECTRIC 5 EXISTING PHONE PEDESTAL . EXIMING GAS I ® EXISTING IRRIGATION VAULT OLY EXISTING CABLE TELEVISION Z� I ❑C EXISTING emu BOX T EXISING TELEPHONE L ,1 I EXISTING SITE POST EXISTING FIBER Gem �� z T EXISTING SIGN —Y— EXISTING FENCE Z .. . X, EXISTING HC RAMP - - - - - - - UTILITY EASEMENTS 9 ri EwstNc PRDI+ERn � PROPosED SEWER auNan ---- PROPF7RIY BouNDARY l� PROPOSED SIGN - - s9ll - - - EXISTING Clk7R0Ui15 OO mmmamm w s Ex6nNG DECO110115 TRIS ISAWCUT AND MATCH FUSING PAVEMENT AS BEGIN ItED FOR ASPHALT PATCH iW� PROPOSED STORK SEWER �O U) CURB INSTALLATION. SAWCUT A- MA SEAL JOINTS AND —m--`S PROPOSED SANITARY SEWER SERVICE Z Z PERFORM ALL REPAIRS IN IEAw DUTY PAVEMENT W O ACCORDANCE NTH Cltt STANDARDS W---W PROPOSED WATER SERVICE Z O PROPOSED fLDWlN1E O W I V ® PROPOSED OUTFLOW CURB R CURTER PROPOSED DETENTION POND WALL F- AD: PROPOSED RDDF GRAIN LIR SAWCUT E LU 99� GRADING/EROSION CONTROL LEGEND: a o U' U I (SE) —SF- PROPOSED SILT FENCE —SPOT TOW - TOP OF WALL O DESG - FINISHED GRADE PROPOSED WATTLE AT WALL ,I ' WALK WANK - WALK PROPOSED VEHICLE RAMP - RAMP I I ETC TRACKING PAD SPOT -SPOT LT.EV -FOOTCURBPROTEUT WTH II I BUN LDC - GROUND ELEVATION AT PROPOSED RPRAP EXTERIOR WALL OR DOOR (SEE DETAILS) OB - GRADE BREAK I SPO EXISTING SPOT ELEVATION AS � _ _ _ _ _ _ _ _ _ _ , _ _ _ _ _ -._ _�_ - . _ -- __ _ - _ _ _ _ _ f {-FOOT CURB CUT _ !'!ram I • .IH —,aye45 J•P PRNaW5E0 SWAIE SITU CLAr1AYCArjA, Avrrs I. ,4URYZr MrORYATION PRDYIBLD BY Arms ASSOC/Ares AND RAr'B/PZD ON APRIL 4 0/0 POND GRADING DETAIL ? SURYZYZD SR r ZLBVAr/DNS THAT DIPPZR mu" rNAN PRCA` TNZ DBSIDN ZLZVATIOAW RAVZ BZZN SCALE: 1'=5' AW111Z0 ON THIS DRAI/AC 5'6' TYPE L 'AD AT BOTTOM AS SHOWN ROWLNE EXPOSE 6-INCHES OF RACK SIX OF CURB SLOPE A INFLOW OURS A GUTTER PARKNG SECTION SECTION A -A NOT TO SCALE NOTES: 1. I"S SEDNENTAROSION CONTROL PLAN IS SCHEMAIIC N NATURE. AS SUCH. GRAPHICAL SYMMS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN N THEIR EXACT LOCAL ON. 2 T/6 SEDIMENT/EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TD THE CONTRACTOR. STAGING/PHASING OF THE BMPS SHOWN ON THIS PLAN IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BIDS FROM THOSE SHOW MAY BE NECESSARY DURING CONSTRUCTION AS REQUIRED BY LOCAL AUTHORITIES N NO WAY SHALL THIS PLAN REPLACE THE CONTRACTOR'S OBLIGATIONS FOR PERMITTING (OTT, STATE DISCHARGE PERMIT. ETC.) OR COMPLIANCE NTH OCIVERtiP AUTHORITIES, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) 70 ENSINE SEDMENT/EROSION CONTROL MEASURES ARE PROPERLY IMPLEMENTED AND NARITAILED. 3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMYEHDA71pNS 4. IRE FINISHED ED OR ELEVATIONS SHOWN ARE THE MNNUM ELEVATION REOURED FOR PROTECTION FROM THE 100-YEAR STORM. 5. REFER TO LANDSCAPE DRAWINGS FOR REVEGETATIOH METHODS AND SPECIFIC NOTES 6. TIE EXISTING 6-FOO7 WOW PRIVACY FENCE SHALL BE PROTECTED DURING CONSTRUCTION. SHOULD CONSTRUCTION AC71-A S REGME THE TEMPORARY REMOVAL OF THE FENCE OR SHOULD ANY DAMAGE OCCUR TO THE FENCE OR ADJACENT PROPERTIES THE CONTRACTOR SHALL COORDINATE TWS YAM THE CITY AND RESIDENTIAL LAND OWNER. ALL FENCE OR OP -SITE PROPERTY REPAIRS OR REPLACEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, 7. IHE WEST TOP OF WALL SHALL BE CONSTRUCTED FLUSH NTH THE ADJACENT TOP BACK OF ORB. SEE THE TYPICAL POND CROSS SECTION DETAIL ON SHEET D75 FOR MORE INFORMATION, 8. ALL WORK TO BE DONE OUTSIDE OF THE PROPERTY UNITS Of LOT 7 SMALL BE COORDINATED WITH ADJACENT PROPERTY OWNERS PRIOR TO l`AIISTRIIL'71DN. TEMPORARY CONSTRUCT" EASEMENTS FOR THE REOVIRED CONSTRUCTION ACTIVITIES OUTSIDE OF THE PROPERTY LIMITS ARE BEING PROVIDED BY SEPARATE DOCUMENT. 9. SPOT ELEVATIONS SHOWN ARE FIOWIaE OR EDGE OF WMX ELEVATIONS UNLESS NOTED I —RAMP LANDING RECORD DRAWING I aim RECORD WRA�IR, OI(4 ED WY I1OfaW oIa®WW ILHe.. NORMAL RINWBIE I IK V= OM /EEO WWMIMA1101 OATEEEm WY OWEEIS NNI11E/1/T MOmIWNP NWVtEW FIG ASHA[a 119 IHAtI1T FARE M A9CWIADY a CMIItEB<Ea R 2i MAX Ns ILa9WAtlTMt W.G HANDICAP RAMP sECTaIN SECTION OUTFLOW CURB CALL UTWITY NOTNIGTKN CENTER OF h GUT1ER NOTES COORADO • I. SPOT ELEVATIONS SHOWN IN SECTION B-B VARY ALONG THE RAMP BUT ARE SHOWN TO ILLUSTRATE INTENT. • SECTION B-B NOT 70 SCALE IIWWb GLL ] RIWFN MR N AaWIKE ffIWE 1fIU Rlf 011 lXGMTE i9R 11E wNNN° a XAoxR HFTIeH' u1M1WT: City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED - City OWr DILL. CHECKED BY: -Watiir & WaRei"ter y awe CHECKED BY:_��umIqy— CHECKED BY: Park.Y08 OO --lim(t CHECKED CHECKED BY: —fie e� sa qy� pe Q 3 a �L'PCgRg VC 1,15 c w HA G1 07 24 OY M 113 I I� EXISTING B UTILITY EASEMENT I I PIDPER�! E I) qll I I 'I )I I I illl TIMBERLINE ROAD �_E� ExSTNG E_ 15-NCH ADS sTaRM SEWER —FD�u ❑ � rhn�D Fn � ru EXISTNG CONTRACTOR SHALL PROTECT GAS MARKER RIGHT-OF-WAY AND PROPERTY LINES /--EXISONG DRY UAUTES / LGCATE AND POTHOLE AS REWIRED. EMANIG 15 - UTILITY EASEMENT V PROPOSED TRANSFORMER (WE EUECTWA� PLANS) RID T APPROXIMATEUU 1pN ° ° ROOF DRAM (SEE NOT(T�) ES 1 AND 14) - °e 1 EXISTING unuTY EASEMENT ETY G - PROPERTY LINE h b o ° e 8 p f O 0 f e f ii .1 4 p PROPOSED 26 ACCESS AND PUCE 2 AINCH ND EMERGENCY ACCESS N-12 ADS BEND EASEMENT (SEE NOTE 13) ' 15-LFt OF IS -NCH_ N-12 ADS PIPE O 2.0% PROPOSED 15-INCH INANE NYLOPLAST GRAN OR APPROVED EQU GRATE-4943.36 INV=4940A7 N.111526.57 F- 205434.01 PROPOSED BUILDING COORDINATE "NCH SANITARY SEWER SERVICE CONNECTION WITH MECHANICAL DRAWINGS (SEE NOTES 3 AND 11) COORDINATE 1-INCH TYPE K COPPER WATER SERVICE WITH MECHANICAL DRAWINGS (SEE NOTE 6) y p ° D � d 1.. RE, \ PROPOSED 4-NCN \ SAN. SEWER CLEANOHT N:111583.40 S.01 (SEE N07 11) (SEE NOTEE s E: 205396.29 - - -y\ (SEE NOTE 10) ______________________________—_ CONNECT TO EXISTING - WATER SERVICE (SEE NOTE 10) CONNECT TO DSTNG 15-NCH ADS STORM SEWER WITH A 15-NCH CONNECT EXISTING N-12 ADS TEE INV-4939.993 (EMSTNG) D WITH15-I5 ADS STORM SEWER WITH 5-INCH INV IN=4940.34 E ( ) N-/2 ADS PIPE NKlR-49HL16t ("MAW) N:20542 E:0FH247.72 —FFWT CURB CUT — — 4 LL OF 15-NCH N-12 ADS PIPE O 2.D% NV=4940,1A (AT WALL) 'VIm(SEE NOIE 12) INV. 4940." PROPOSED POND OUTLET STRUCTURE (SEE DETAILS AND SHEET GI FOR MORE INFORMATION) a 10 0 10 20 30 Feelmmmil m yR ( IN FEET) 1 Inch = 10 C^ eE LEGEND -- EXISTING FIRE HYDRANT ^—+� EXISTING WATER ^ 9 COSTING SEWER MANHOLE EXISTING SANITARY SEWER 8 IXISTNG ELECTRIC TRANSFORMER EXISTING STORM SEWER O EXISTING STREET LIGHT E EXISTING ELECTRIC EXISTING PHONE PEDESTAL --G EXISTING CAS Gc 5 ... EXISTING IRRIGATION VAULT IXF'iI1C CABLE TELEVISION t Z © EXISTING CABLE BOX --r EXISTING TELEPHONE Z... EXISTING SHE POST EXISTING FIBER OPTIC g EXISTING SICK —%— EXISTING FENCE i EXISTING NO RAMP ------_ UTILITY EASEMENTS !F • PROPOSED SEWER CLENNOVT • • PROPERRTY BoulalwT + PROPOSED SIGN ---a95t -- - DMNG CONTOURS TO CURB ON TRANSITI Z Z INFLOWA OUTFLOW IXISIIlO DECIDUOUS TREE — ® ASPHALT PATCH -0 PROPOSED STORM SEWER Z }} F J O -I g�J PROPOSED SANITARY SEWER SERVICE F HEAW anY PAVEMENT SECTION PROPOSED WATER SERVICE Jn -1 W — — PROPOSED INFLOW CURB & GUTTER PROPOSED FLOWUNE W = W > ® PROPOSED PROPOSED DETENTION POND WALL c O DOOUTFLOW RD: PROPOSED ROOF DRAIN SAWCUF LINE I EXISTING PROPERTY LIE iXSTNG 12' ACCESS x UTILITY EASEMENT — I I — pQBTyp .% / COUNT HYDRANT ��� 14.V E%ISRNG SANITARY MH g ys/ RIM 494S63 �V < 4' INV INNW=4935.66 Te 4' NV IN S1 4935.66 6. INV OUT E=4935.48 AND EX TING 15-INCH ADS STORM SETTER I I I I n S/Td CdRl/R/CAT/ON NDTdS: I. SORVdY INPURYAT/ON PROVIDrP BY AYFM ASSIXVAT/S u AND RACr YFD ON APRIL !, Hl/R. I i 2 SORPBYBD SRN' EL4T'ATION9 THAT xrFER AV" THAN O. tO' A'ROY TNd DBS/CN 6LCVATl0A5 HAVE BCLN PROYIDdO ON TN7S ORArIAC d b NOTES: 1. THE SIZE, TYPE AND LOCATIONOF ALL KNOWN UNOEiORMNO UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SNAIL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND IITWIIIES N THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND LFAUTIES AND SWILL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL COORDIN ATE THE REMOVAL AD/OR RELOCATION! OF DRY UTUTE5 WITH UTILITY PROVIDER AS REWIRED. 3. CONTRACTOR SHALL CDORDINATE EXACT LOCATIONS OF ALL BUILDING UTILITIES (WET AND MY) WITH THE ARCHITECTURAL BUILDING PLANS. GS 4. AL WATER FffTNAND VALVES ARE GRAPHICALLY REPRESENTED ONLY AND ARE NOT TO SCALE. S. THE SANITARY SEWER SERVICE SHALL BE PVC SOR 35. & STORM SEWER LINES ARE DIMENSIONED FROM CUM OF MANHOLE DR FROM THE INSIDE WALL OF INLET. 7. THE STORM SEWER AND POND SYSTEM AS SHOWN ON THIS DRAWING ARE PRIVATE AND ARE TO BE MAINTAINED BY THE PROPERTY OWNER. B. THE EXISTING 6-FOOT WOOD PRIVACY FENCE SHALL HE PROTECTED DURING CONSTRUCTION. SHOIJ D CONSTRUCTION ACTIVITIES REWIRE THE TEMPORARY REMOVAL OF THE FENCE 0R SHOULD ANY DAMAGE OCCUR TO THE FENCE OR ADJACENT PROPERTIES, THE CONTRACTOR SHALL COORDINATE INS WITH THE CITY AND RESIDENTIAL LAND OWNER. ALL FENCE OR OFF -SITE PROPERTY REPAIRS OR REPLACEMENTS SHALL BE THE RESPONSHMM OF THE CONTRACTOR. 9. MINIMUM BE OF COVER OVER WATER MANS SHALL BE 4-5-FEET. MAXIMUM COVER SHALL BE 5.5-FEET. ID. THE EXISTING CURB STOP FOR THE WATER SERVICE SHALL BE ADJUSTED AS NECESSARY SUCH THAT BOTH THE CURB STOP AND WATER METER ARE LOCATED WITHIRN THE ADJACENT LANDSCAPED AREA 11, INFORMATION REGARDING THE INVERT OF THE 4-INCH SANITARY SEWER SERVICE IS CURRENTLY NOT AVAILABLE. THE CONTRACTOR SHALL VERIFY THE SANITARY SEWER SERVICE INVERT AT THE PONT OF CONNECTION PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IMMEDIATELY OF EXISTING KOM ELEVATION IN ORDER TO CONFIRM THAT ADEQUATE DEPTH FOR BUILDING SEWER SERVICE IS AVAAABLE. 12. THE CONTRACTOR SHALL COORDINATE THE 15-IRON ADS WALL PENETRATION THROUGH THE DETENTION POND WALL WITH THE WALL CONSTRUCTION. SEE THE STRUCTURAL DRAWINGS FDR REUJW4G WALL INFORMATION ES. 13. THE ACCESS AD EMERGENCY ACCESS EASEMENT DEDICATED BY SEPARATE DOCUMENT. 14. SHOIAD THE CONSTRUCTION ACTyAES DAMAGE ANY EXISTING UTILITIES THE CONTRACTOR SHALL BE RESPOIISIBIE FOR THE TEMPORARY AND PERMANENT REPAIRS TO THOSE UnIITES. THIS INCLUDES BUT IS NOT LIMITED, TO THE UTLIFES OWNED BY COMCAST, CITY OF FORT COINS. TYIES< AND xCEL ENERGY. RECORD DRAWING oe NT IIIAM OIA�Io& PROIULLFD BT NONIIIFN OIOIiFA1C YRVIOES NC, AE ROFBD NOIIIAIItlI GnWIMD BY O11EM, MOIIIE/N pKNRRNc 9FRN6S= TIC A59IF5 NO � �lA1E AOQIACY OI W WER1E55 OF Z Z € e i, Bppp n! U U'% RDS&-MW RAC U1 07 24 08 1599CGDL �rAT.enR.\E �,rNx\EaTmE 1 \ mm 0® I ,TWA, Yrt01BMR10.T NeKepIDa1�TR.Yd • HURLEY TMPEW,RiIP TAIL59 ,R16! 15' RCP OUTLET PIPE — ORIFICE PLATE, SEE DETAIL 4' ADS N-12 PERFORATED PIPE B' WALL e' (TYP) e WATER QUALITY STRUCTURE PLAN N.T.S. TRASH RACK SEE DETAIL 1 1/2' x 1/4' BEARING BARS O 2- O.C. 3/8- ROUND ROD WELDED TO TOP OF BFMNG BARS O 4' O.C. BEARING BAR WELDED TO FRAME (TYP) 1 1/2- x 1/4' FRAME ...... ,OD WELDED TO FRAME (TYP) TRASH RACK DETAIL N.T.S. 3' x 1-1/2' x 1/4' - ANGLE WITH 1/2' ANCHOR BOLT EMBEDDED 3' (TYP.) PLATE CENTERED 1/4• THICK OVER 15PPE GALVANIZED OPENING 4 WALL STEEL PLATE 1/2- 0 FOBS FOR 3/8' EKPANSgN BOLTS /^ EMBEDDED 0 CONCRETE WALL 6' O.C. MIN. i l' IKA OREICE 100-YEAR ORIFICE PLATE DETAIL NTS 4' ADS N-12L EL=4b64Ya. rs � PERPIPE 8' WAIL (TYP) RETAINING WALL - SEE NOTE 4 AND -� STRUCRIMAL ORAY/INfS PROPOSED 15-NCH 4' ADS N-12 RCP OUTLET PIPE SEE NOTE 5 I' M'LOIN. PERFORATED PPE SUB SLAB SLOPE BOTTOM W-0' 4. AOF R STRUCTURE TOWARDS OUTLET 4 BARS 1212. FI ' O.C. BOTH WAYS. ALL WALLS AND FLOOR ORIFICE PLATE SECTION A -A SLOPE BOTTOM All. N.T.S. OF STRUCTURE W-4944Yas TOWARDS OUTLET (2% wN.) SECTION B-B 3 N.T.S. POND OUTLET STRUCTURE DETAIL Nis NYLOPLAST TURF TRAFFIC INSTALLATION 12*- 39r DRAIN BASIN 12'- 30' INUNE DRAIN Rt.E..wnlalmal rIM,1.\EEaa,.E taco\I.WEeeuE Its.- . T "tea: NPEHINY. \GPYL aa1REWwTMRMT69®DA,INro � '-TWRNaa6 WEPM91t4" a-CaOnal\FeIR[ IeAfE L NaNa \OAE1NKrAIETEIOefM:TgI. „E armu w,Twa,wl E wee w W re� N„�EMOF;Y4n H�eN �ntWOx,:E,W,Ofw NOTES sT aenT TeH0. I®Drn\NRPYRRIFF/¢ 1. USE OR AP ROVED EQUAL INUNE uxawwavn,urvmni. uara�®vwwArl DRAIN DR APPROVED EQUAL ,. m 1fJW.HLLiNIyEIMIDTbpM1Mi PoR rt 1T)pt�\,r.OtlNpNaaaal {{Y�R..^ _ rt FTosn � 1 Wm 4�9\II\nul ���oaaea NOTES: 1. ALL METAL PARTS SHALL BE STAINLESS STEEL, AIUiINUM. OR STEEL STEEL SHM-L BE HOT DP GALVANIZED AND MAY BE PAINTED AFTER GALVANIZING. 2. TRASH RACK SHALL BE GALVANIZED STEEL 3. MINIMUM CONCRETE MIX SHALL BE 5 1/2 SACK, 3000 PSI. CONCRETE TO BE REINFORCED WITH /4 BARS 12' O.C. EACH DIRECTION. i' CHAMFER ON ALL EX ED CORNERS OF WAILS. 4. THE SIDE WALLS OF THE OUTLET STRUCTURE SWILL BE CONNECTED TO THE RETAINING WALL WITH NO. 4 RFB1R 12' D.C. BOTH WAYS. SEE THE STRUCTURAL DRAWINGS FOR THE REIAINNG 5. COORDINATE PPE PENETRATION THROUGH THE RETAINING WALL WITH THE STRUCTURAL OPAWINCS. CLASS A BEDDING CLASS B BEDDING 1 TRBaO1 wOTH g55PEOiFO� LOAERLMrt aF ^ll TTENo, wAu ' slope aT�e, Y ,MATFA�AL � •ICI � TRENp,NOTN e66PECFEp� lows, u.9t6 TRe�a wAu ' swPe CEabBY MATERAL� � - RRo s a 1e �Fao •eh +� PIL � aa/efJlth w�� COMPACT® �� (PMAAIAILAR TER41L wen CLASS C BEDDING ROCK EXCAVATION TRINOI wpiHAs sPEaFEo� � mewo,wm(Ncw�� • ACTEO � MATFIiAL 1 w o e;s'�. xeO ,Avedavly -.'` Y 1 , �rv� M40E0 ROCKOR T ty:;-t owwcTEO Pwc _ .--.5-- saECTEoawTNn orv4AAAR MATERML -Y- ::>; mNSAc1Eo PeE � nTemAwn T6wL wen e n M� UNSTABLE SUBGRADE SUBDRAIN DETAIL 1BBiO1WUTN AS SPsaF®� � , REKY,WDTH BPECRo, i RENu+wAu - slave r`•. TENSELY ooMrtcreo wNmACTEo 's I} - - uliCVM GPI TERNa —_ IiACI(RL �}, I wAeEl RI TEa , iQ N. � Roan IAFYiE 6FONEtt, 9101 wCOLA"z OFF T�aalwiEo oP - AOITEDRPE Nrv1En�-I IJOIES: TiENCH WOlHS (iI1hLL fE AI SPECxiEOON RAIDS 2. REFER TO THE BTORA BRANeGE (SNSTi0..OlKrl SIANOgTT)5. sECTpN e,,3EaoIxT MaTEra.ls Fw aR.nATxx�s S)ORMWATER BEDDING REQUIREMENTS /L;� CITY OF FORT CALLINS fB.luD68Lle ununES SEWER CONSTRUCTION DETAILS APPROVED. DFTAII. D-1 °ATR' 1/12/00 DRAWN BY: SKC NYLOPIAST INUNE DRAIN � /5-INCH NYLOPLAST IINE , 4 p GRAN OR APPROVED EQUAL wTalIWI00. WIMT,aNIsa\E m lEs a.VoaeEo6lElwamlf IOYYNItl\a ♦.rR mo8:TE 51rewsrEtEle® IIIMT91rA[ �oweT �omr�� �n,vaTeu�m IINFAD11aET taaR.a 0.1A\Opl-1 ®aRRRN S IS d00 r. veMrtaeaRaMweweLeF xULeu�aawNYeea Root ®Aeaoim ��e�vMeew� �o�in�mrvrq A'0 in NNQ ` LL LN LU 0 Z U73O 4-WU CmU NmZ � J a) H 0 Q O o 21, OD () 9?f camylwArm AWAY 1. JVAV" JA7DRATAPMM PADi'!'JdD BY aJd:'- ASSa IArd A" RR C1VAV OR AMI 1, m10. E SVRYPI'[J smr nsntrmw rm4r JYPAYR AOR! r9AN 0. 10' PAOAF I" AM" JAfPArRLV19 VA rX M" PATOPFZ)" OR YVIS APUF/AG RECORD DRAWING o e THEY I== DRAM1116S, FROWU BY NCRIIERN EN0431010 SMWM INC. O AIE VoIll) HM 1E10 wDRMA110N GTIEIIDD IT, 011— IMRTIDIM ENi4E -- sER1TRA ND. ABIMEs w uAtouw rm THE AOaIIACY OI OD1P1ElDEss or ➢I5 11NfOMATKE Q T ry�y N m g® RDSA,CLW RAc DT4 O'7 24 0D