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Home My WebLink AboutSite Certifications - 03/05/1998r—...., 1IA7'i RECE-IvED THE SEAR -BROWN GROUP FULL -SERVICE DESIGN PROFESSIONALS 'JAN 121998 FORMERLY RBD, INC. 209 SOUTH MELDRUM FORT COLLINS, COLORADO 80521-2603 970-482-5922 FAX:970-482-6368 V �`/ I LVC V January 12, 1998 Mr. Basil Hamdan Doi City of Fort Collins �j C��(AD . Stormwater Utility 235 Mathews Fort Collins, CO 80522 Re: Total Petroleum J Drainage Certification Job No. 805001 �Cekm-Gu, CW-C'ovrmy 3 L0=310-2 Dear Basil: r Please find enclosed as -built drawings from The Sear -Brown Group with as -built elevations noted in red on the drawings. A survey crew from The Sear -Brown Group recently obtained the as -built elevations and I recently visited the project site to confirm the survey findings. The improvements installed have been installed in accordance with the design intent of the construction drawings and normal construction tolerances and will function as intended. This certification is signed and stamped and by signing this letter I attest that to the best of my knowledge the as -built conditions of the drainage facilities constructed to date are as described above and on the redlined construction drawings 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. Thank you for your time and consideration of this submittal. Sincerely, The Sear -Brown / Group Kevin W. Gingery, P. . Senior Engineer cc: Mr. Jim Clark NEW YORK • PENNSYLVANIA COLORADO•UTAH STANDARDS IN EXCELLENCE EOUAL OPPORTUNITY EMPLOYER SECTION A -A RETAMING WALL (NTS) si d EXISTING SIDENA EXISTING K WSI� ACCESS RA SEE DETAIL SHEET S PAN BPAN _ /_ / NORTH A SOUTH DRIVEWAY ENTRANCE DETAILS � — ME AN ♦IA - =1EL wv. N.-TUT - NV. S_7452 WILLOX', LANE IDE DFd�� 16§P;1 � r------.. (/Nod I — -- — —_ I EXSTNG HYDRANT . _- _____---T -___-_ (BENCHIARN) — E q11111 _ �Ik CURB G V a OF 4v1 W I uP NORM EN SEE DETAIL. EASI ITI 1 r, I1 i SIDEWALK I i LOT 1 I '/(uE�oEDiiM aj I (BY OTHERS)��` i \ I I SHEET S) F --------------------------- (LuLOT I IpIp _ I 'F w _____________________ '_ ••_. w I 1 f J A LOT 9 G5- OFF BACJK� f O 1 - METER WALK. C F Is' URI�I TY ii + UPSTREAM URB STOP to IP6C51(0 ICAYFQIT ✓ 1' WATER r Y E AR PAN r y i 0DE'N S ` B CSEPRA EASTINGJ �p I sNEET _ _ _ _ _ _ _ W4 I ( DETAIL EASEMENT _ EFT 5 i' I CBA.wRSN W SEE DE ENTR SHEET . I F_ T blS GET SHE T 62 -SERWIDEI m / T $�I Y mm CIILVENT rvPE 'A' SAND NOW. / INTERCEPTOR IN BAY ' ; /NGET 6RFlE' nHN /u ARV OF ER L 1 INE 1 I I I I¢i I i I I STALE 1'=20' 1 I t 1 AW �R T_ MAN DESIGNED CNEOMD FFEB. INS 750-002 IN DESCRIPTION N MHbWD DAM PRMCT NO I 1 I 1 1 I � . FE EbST. CURB I / II I mARFG q SIGNAVARRL I9tl1AL sEE BDTE Y �U� soEwALN (BT OTERS) I '✓ I I i i t I I I ♦I Fib _ F _� 1 II II r I I AY 1 OY)7RIIEAO 1 I I I I 1 1 6" i I UEL�ACK r. }a ; I BEYOND' IXEAR_ I-. BY ONERS 1 S I i mSEa EAST. ASPHALT I ( 1 I 1 ______ _____ ____ _ __ 1 1 I I 1 I 1 .rr B P ai ez.AX i I - LOT I I L 0 RIM-TJ.57 INV. N.-72.15 INV. S-7211 1q kuN WYun Sh�l Nb a MN Aw.9Wa 40I !e1 hwA Gbob WWl Nnw•. Gbsb aIIN 1A/Mr-fM bl/NF-YN J-r RHR SMET GUNK GUTTER wo m Ii EMSTNG TO RE A AT MAIN �iC f / r----- ------ LEGEND PROP. SPOT ELEVATION MZ i �a EAST SPOT ELEVATION )W� I EXISTING CONTOUR � I A � PROPOSED CONTOUR - EAST. SANITARY --e•s,w� I 1 SEWER MAIN PROP. SEWER SERNCE r w/ CAFANWT EbST. WATER NAM! - _ -12•v II PROP. WATER SERMCE CURB STOP AND METER PIT. �' ' ; 1 • I � -��.A. EXISTING STORM DRAIN NIM �----� �y �4 1 II II WTFALL GUTTER NZZNZNzz2zz= PROPOSED �- 1 R 1WDHK CONCRETE ` I GENERAL NOTES: Cu I I GUTTER AND GUITIER I 1 AND SIOEWASS ALDKSOASB SHOWN BBY OTHERS RSNONT (BY OTTERSI I THIS PLAN ARE UNDER CONSTRUCTION AT ME TIME OF PREPARATION OF THESE I I I PLANS. NESE FEATURES ARE CONSIDERED _G{11�Jb AS EXISTING CONDIRONS. IISII 2. WE TO WOOING CIXiSTRUCTON AT THE TIME II 11 OF PREPARATION OF THIS PLAN, EXISTING j 1 h I III CONTOURS SNOWH ARE ME PROPOSED CONTOURS FROM THE GRADING PIAN FOR III I ME COUNTRY CLUB CORNERS. MD FINING P.U.D. II 'I O. MINIMUM COVER FOR FINISHED GRADE TO L ,J LOWEST EXTREMITY OF FOUNDATION WALL SHALL BE Mo. ' I I l MINIMUM COVER OVER WATER LINE IS 45. SERMQ I MAXIMUM COVER ONR WATER LINE IS 5.5'. NED NOTE -10) 1 5. ON -SITE PAVEMENT SECTION IS TO CONSIST OF 6' FULL DEPTH ASPHALT. LJ/+- 6, ALL SPOT ELEYATIONS ME FLOWUNE OR TOP r- OF PAVEMENT UNLESS OTHERWISE NOTED. �I II II T. REFER TO SHEET A FOR REMOVAL ON FASTING n III CURB. GUTTER It SIDEWALA B. LANDSCAPE IRRIGATION SYSTEM IS TO BE I I I I SERNCED FROM BUILDING 9. A MINIMUM 1' WIDE AREA OF BE GRADED -J ADJACENT 2% MAXiO SIDEWALK IS TO BE GNADED 1 I 10, CONTACT CITY OF FMT COLLARS WATER UTILITY 1 TO COORDINATE ABANDONMENT (221-6651) CALL URlfF NOLONJU pN I I CBEIBI W O0.IXi�AEpLp n � I 1-800-922-1987 1111 II III &U�i00 a (AlI }I a ��y // Ya%�% RM�1 T.O.P. TSDO - IAf IWiw YW OR WCWCAVA.ATE 1 N:A 1w WAIWIW w � �2r•V 2 WAERI 12 WA1ER AAIMIN Vlrll� _ — — — — — — I — �- — ow City of Fort Collies, Colorado I--- — — — — — — - 1)TSATY P APP VAL TOTAL PETROLEUM KECo. INC. APPROVE OLaolu M /yy' I I CHECKED BY:zbrjg (nmT Gm eYK�LL 3-_v _ S,FI{ wa.Ta 1MRr BWWMtlT BW n I CHECKED BY: N✓� 11 III Pub ! arerllea DMA I III CHECKED BY: II II Me T ` dIEGKED BY: — GRADING h UTILITY PLAN 16 I 3 " sR d SCALE VIEW LEGEND EXISTING CONTOUR _SBA PROPOSED CONTOUR -- ELOWINE DIRECTION OF FLOW QDEiGN PONT -• •D'tttm DRAINAGE BASIN BOUNDARY �•• BASIN NUMBER BASIN AREA EF, FINISHED FLOOR ELEVATION • — SILT FENCE - - - LOT UNE ZMNZZ= COTEAU WRB A GUTTER INFLOW CURB R WITTER EROSION CONTROL NOTES A. the her ao as IAA ro.na,am. RED.. MIMI It, rah ," a ML L,e n1b,4 a Matthews II hoi the We TMAI h,agarim a' M 1 n rvv m z. MAM w h O a A MAI e IONAIsq 'It WHAKNIw dr» ION Cars, AI Art P AWI rs NAM, the MeMi mBNowarg MAIM (a mad)of M M me co,u �nw+ NI the emAlry tate � ate ' Mu GENERAL NOTES• I ACCESS ROAD CURB. GUTTER AND ASPHALT AND SIDEWALKS AS SHOWN BY OTMERS ON MIS PLAN ARE UNDER CDNSiRUi AT ME TINE d PREPARATION OF ME% PLANS. THESE FEATURES ARE CONSIDERED AS EXISTING CONDITIONS. 2. WE TO CNGONG CONSTRUCTION AT ME TINE UI WLLYARAUHUN OF THIS PLAN. LAV IIN4 CONTOURS SHOWN ARE ME PROPOSED CONTOURS FROM ME GRADING PLAN FOR ME COUNTRY CI US CORNERS. WD FILING ROD 3 RFWR TO SHFFT 4 FOR RFMOVAI OF FXISTING CURB. WITTER AND SIDEWALK. 4. NOTE DRAINS FOR CoNKWENCE STORE SMALL OUTTALL DIRECTLY TO ME SOUTH Olon AN 0.32 ch JI DIED AN O.D' SLOPE . 1.0% SECTION . CBNROGTiED J EXISTING SITE HYDROLOGY TOTAL DISTURBED AREA - 1 20 ACRES RATIONAL %* 025 iFL EXIST. CURB -� ir,I�O�,I�,llllr 11�11�1L�n•�..�„�L.�,I�n�lz�u•1„w�,lw�l,�I,��,�u�ll�ll•/„�IlwW ll�l,w�,. \ TRAFFIC _ SNNAL a--++,,yyll 9MAL EMMING he {I SOEwALN _ f. L Meet - se Vi It A , uMu u q L AL Its t _ 1 00 I w I y EDGE OF /1 I EXIST. ASPHALT 1 1 1 _ 1 �I -- ', 1 � ?I 1j= 0.15AC r B +"+ EXISTING 15hV BN�F II �' RCP STORM IF �• - I I�u� DRN SIDEWALK PAN CONC. IN l 1 1 EnsnNc �I \ LOT 7 2 I SIDEWALK I„ .� I _ I : W - CANOPY —� • Lu 1 � • ' a IAN 0 EAswraENT = LOT 3 lt I I 4 I{ / I - G. ~ L v ; 0 GOING.I iI COND'Efo t 5 I Z - _ Ir III Ww 11 =, y —f i 3 11 n BI I I.11�11 �11 A 1, II�IB�B � � ,D.wAc f I ,® -SNi FENCE (i -- � \ 2' METAL 4MWNA - /� b I DEVELOPED DEESIN BASW SITE HYDROLOGY yy �; - (ch) (eft) 10 1 0.43 0J2 0.W 1 1.22 2 0.64 0.87 1 3.2 B.32 ]0 1,2,3 ON 0.35 1B5 9.]3 XO 4 0.38 0.7I I'M 3133 SO 5 0.19 I ON 1 0.7I 1.SB 20. III�l I 1 1 Laser(/44 FIT ' EROSION CONTROL NOTES I i T A�LLLL�� ME CITY DF EMT COWNS STONMWATER UTILITY EROSION CONTROL INSPECTOR`MUST I THE mM N SIALLryc�LA�RED A ' BE NOTIFIED AT LEAST 24 HOURS PRIM TO ANY cONsmucnON ON THIS sm. CONSTRUCTION A TIWMS SO S30 dSMRPoNC ACn n ISHALL BE E$ I N ALL REWIRED PERIMETER SALT PENDING SHALL BE INSTALLED ENDS TO ANY LAND IMPACTS ADJAC T }/tO T ES, AS,DE} 11 I DISTURBING ACTIVITY (STOCIIPILING. SNIPPING, GRADING, SIC.) ALL OTHER REWIRED ENGINEERING OBPAR�WENi. I I I ENCEIGH CMMOL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN I / I / THE GMSIRUCIIM SEQUENCE AS INDICATED IN THE ARVNUvtO PNU.kC1 SCHEDULE. ALL BENPMY (6rRUCTURPL) EEVIS CMSNUCTIM PLANS, AND EROSION CMNCL REPORT. AND REPAIRS RECMSNUC A ORDER TO A u CONTINUED EARN, PRE-DISMRBANCE VEDETATION SHALL BE PROTECTED AND RETANED WHEREVER RETAINED M TS. PARTCULA LY THO POSSIBLE. REMOVAL M DISTURBANCE OF EXISTING NEGETATM SHALL BE UNITED I BE REMOVED A DISPOSED M IN A MA I TO ME AREA REWIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR ME THEIR RELEASE( INTO ANY DRAT AgEWAY SHORTEST PRACTICAL PERIOD M TIME. 1 11 I TEMPORARY C�W�O.,JPN',SNUCTM L TOCKP I NSTALLATMS,DSTWKMWRING UNG WNCIS ETC,)SHNL BE KG ACTIVIN EPT ZINNIA RW ENGRADING, UTIUtt I RWGHENHEIGHT.�G, Y,=&KNG AND P PRO C1 D PRO I CONDITION BY NIPPING M COSTING ALONG LAND CONTOURS UNTIL MI VEGETATION, T--� 1 I M OTHER PERMANENT EROSION CMMO IS INSTALLED. NO SOLS IN AREAS OUTSIDE CITY ORDINANCE PROWBITS ME AGAIN I PROJECT STREET RIGHTS-M-WAY SMALL DAYS BE EXPOSED BY LAND DISTURMARY WG ANT OMf}i AL ONTO b ISTREEI 1 1e I PERMANENT NT YORE THAN THIRTY (30) DAYS BEFORE REWIRED . ETD) IflY M COMERAIQHI POSITED MAIiPoI 141F'II 1 I PERMANENT EA04M CMNOL (E.G. SEm//IULM. LANDSCAPING. PLC.) IS IN6TALLm, CMMACTkW., I I I ' UNLESS OTHERWISE APPROVED BY ME STMMWATER UTILITY I II WILLOX LANE aura ack INS 0Nr Mr, Cr Inr Plr chaffer . a •N•f1May r Mo.weathering> N 4 g v n• MIIM AR Not STRICTURES n NL,O Iti afrojens BY CONTRACTOR CIT TT""C0` rrrAO.m BY PTV a POUT CwNs ON II -- SEEDING CHART ;r. II Ili it=`j' RM 11 1 MMAMM wTrowerr,..r«. «/r C..r u.r II 11 _em II II Ilsa vf,she(New 40 T\J` sea, MANNI IT/ CURBAND 0 I (Br OTHERS) _ w �Y ^ NI I Ma r. A«.« MI ,.�,�r_. a NIIA. Me Iowa L_�a I11 1nw-a MMM I ?MMNNI w III I' i Q yf� Ill II A M AN he / — JI M11 I AN I AN he hat AN ' III II I wr, a. •__ IAM / 11 ah r . .m r 1. e... 1.. wu III I .n is w_1 s.wALL PAN �r III ... 1 Al NI ru1e.w>rv..i ..,...a..,. a ma.,,_.....am,.,,.,. I 11 �11 .III..v.. > ... If r .,.. ........„a. I I GALL UTILITY NOTIFICATION LI I CENTETEOF R OF COLORADO -� (F-) I 1 1-800-922=1987 ill It I N 534-6700 TAINTED'i DURING WxD AUTANT4D EPOS W. �NL WN JIL J L - - - - z,lldxee LIED WHEN NCITVE DOS _ _ _ - - - 1I II Ira•.ou on eN°AreT'i al ac .a TIW BY THE CITY OF EMT COLLINS Msl�l °Tula S I City of Fort Collins. Colorado L MEASURES 314 BE INSPEC _j 6APY AFTER EAGH RUNBFE EKr4il _ _. — — — - .v.}_ + — — umxry P APP OVAL OF THEIR INTENDED FUNCTION NQJ i A NAND I APPROVE AS NOT fDSCn DvlcbF M LLOCAnpNW SO CHECKED BY: MA 2lrzla'1 T� IBIW A 14,1m WSl iHALL NOT EXCEED EIGHT (B) FEET N ;w BY SURFACE CHECKED BY: FWENT ENCINNANSPMI 1 Atu ly OiM :MMNG, OR DEPOSITING OF SIGNALS CHECKED BY: PIzt1 A Ogle M FROM ANY VEHICLE. ANY- II II CLEANED MMMENATELY BY ME " I' CHECKED BY: III I I we IIII II CHECKED BY t schiffew ° K1 TOTAL PETROLEUM RAW dsoW aEam T"R BROWN DRAINAGE AND EROSION CONTROL PLAN GROUP �a Nr sm z.NWna.. KL Bo-B s a JECo. Inc. XPPROMD DAM 1888 /NN-Wzz BED/N>FBsiS