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Home My WebLink AboutSite Certifications - 08/10/2007Y = Galloway, Romero & Associates Design Engineering Planning 5350 DTC Parkway Greenwood Village, Colorado 80111.3006 (303) 770-88M (303) 7703636 fax ieremy friesen0graa.00m May 9, 2007 Jay Barber City of Fort Collins Utilities Department 700 Wood Street Fort Collins, CO 80522 Re: Safeway Fuel at the South West corner of Taft Hill and Valley Forge Dear Jay; 2w f � �// �� "�ax1- This letter is to certify that the detention facilities for Safeway Fuel at Taft Hill & Valley Forge have been built within substantial compliance to the approved plans and specifications. A detention pond located along the east portion of the lot provides 100 year detention and water quality for the lot. The detention pond has an orifice plate that regulates the 100 year release from the pond. A field inspection was done May 9, 2007 and verified that the outlet structure with the appropriate orifices are in place and have been constructed within substantial compliance to the approved plans. Based on as built topography by Engineering Survey Company, Charles Beckstrom, PLS 33202, the following detention pond volumes were calculated. DETENTION POND • Design 100 year water surface: 88.33 • As built 100 year water surface: 88.00 • _Design 100 year detention volume: 1,038 cubic feet • As built 100 year detention volume: 1,340 cubic feet As built detention pond calculations are attached. Should you require any additional information, please fell free to call at (303) 770-8884. 0-7 CC: N 0 10 20 SCALE: 1^=20' - t I% (I SAFEWAY Project No: JLF Sheet Scale: 1"=20' / I / I i II II II 1 I J 2ATE \ BUILT=88.00-cJ SAFEWAY, INC, AS BUILT DETENTION POND ELEVATIONS C I k� 1 1 II I 88 89 I 87 I II I 1 , I I I / 6900 South Yosemite Street Englewood, Cotorudo 80112-1412 Teti (303> 843-7600 Fnxll (363) 843-7916 M �a JC) 2m a 0 o Q Galloway, Romero & Associates Design Engineering Planning 5350 OTC Parkway Greenwood Village, CO 80111 Tel. (303) 770-8884 Fox. (303) 770-3636 Designed By: JLF I Date: 5/g/2007 TAFT HILL AND VALEY Drawn By: SB FORGE FORT COLLINS. CO Disk File: SA2913_Ex.dwg CaOWay / Transmittal Planning. Architecture. Engineering. Company: City of Fort Collins Address: P.O. Box 580 Fort Collins, CO 80522 Attention: Jay Barber Re: Safeway Fuel - Pond info We are sending you: letter Delivered by: stnd mail Transmitted: 6-25-2007 Summary of enclosed materials Date: June 25, 2007 Project: Safeway Fuel Taft Hill & Valley Forge From: Jeremy Friesen Proj No.: SA2913 File Code: 4.09 /-7.7- 77d -�� Quant. Sheet No. Description 1 Letter regarding requested detention pond improvements � P✓ � �.�� .� moo- .�z- y� Remarks: Please see attached letter. Copies to Attention Transmittal Only Delivered by /.,,,//lam l''� �L/�' ❑ A �Y� ❑ ❑ Galloway File AknW ed / ❑ SA2913-jlf-Transmittal Letter to Jay Barber 2007-06-25.doc 1 Galloway • Phone 303.770.8884 9 Fax 303.770.3636 • 5350 DTC Parkway, Greenwood Village, CO 80111 • www.gallowayUS.com Caoway Planning. Architecture. Engineering_ 6-13-2007 Jay Barber City of Fort Collins - Stormwater Engineering 700 Wood St. Fort Collins, CO 80522 Re: Requested detention pond improvements - Safeway Fuel at Taft Hill and Valley Forge Dear Jay, We have informed Safeway of the City's request to have them remove and replace the concrete pan and flared end section in the detention pond of the Safeway Fuel facility that is located at the Southwest corner of Taft Hill Road and Valley Forge Ave. Safeway does not feel that these improvements are warranted for the following reasons; 1. The improvements were never mentioned during the planning, permitting, or construction phases, including the city inspection to release the Certificate of Occupancy. 2. The contractor is no longer at the site thus the cost of improvements will cost more now than if we would have been notified earlier during the construction phase. 3. Safeway is trying to build the business of the fuel facility. Bringing construction personnel, equipment, etc. back on -site so soon after the grand opening will likely have negative business impacts. 4. As discussed, the inverts in and out of the pond were set before Safeway Fuel was built. Repouring the concrete trickle pan will not prevent water from ponding as this area is relatively flat. The requested improvements are not necessary for the proper operation of the pond. Safeway had to put up a $1,000 surety for erosion control measures. Since the construction according to plans is finished and the site has its Certificate of Occupancy they would like to formally request the release of this $1,000 surety. Chtp,�eck5/orm Sincerely, -� n v r Crams - j 4 Galloway /r)A 3 t,u tw 64 Jeremy Friesen A-P r -L, jeremyfriesen@gallowayUS.com SA2913-jlf-Letter to Jay Barber regarding Crosspan and FES.DOC Galloway • Phone 303.770.8884 • Fax 303.770.3636 • 5350 DTC Parkway, Greenwood Village, CO 80111 • www.gallowayUS.com Page 1 of 1 Glen Schlueter - Safeway From: Glen Schlueter To: jeremy_friesen@graa.com Date: 07/03/2007 5:03 PM Subject: Safeway CC: D. A. Black; Jay Barber Jeremy, Jay is out for a little while longer but I did get your letter today about not wanting to fix the drainage pans. We can do some research to see when we first told the contractor about needing to repair the pans but it was well before the CO. Jay talked with Jeff with Stanford Corp. about half way through the project and later Ruben after Jeff was off the job. He also had a conversation with Dave Meyers from the Corporate headquarters. Jay also talked with Chip Beckstorm with Engineering Service on 5-18-07 about his. We can get documentation if you want to argue the point. It doesn't really matter anyway. You as the engineer should have had something on the plans about it. It is not the City's job to design to catch everything on the site that needs done. That is the design engineers responsibility. Since the pans were buried due to lack of maintenance by the owners it is your responsibility to have followed up once they were exposed. We collected a $1000 escrow for the pans and flared end section that were not done in order to allow release of a CO. So now to say we didn't mention it before the CO is an obvious and well documented lie. Your second point I don't believe is valid either since your contractor was still onsite. We shouldn't have to catch these things. There should be open conversations about them and it sounds like there were even though now you claim there weren't. We are not onsite every day like the contractor. We get involved at CO unless we are contacted earlier by you or the contractor about site issues like this. Your third point is brought on by the lack of not addressing this earlier. It could have been addressed while the contractor was still there. Besides the flared end section is on the plans and has not been installed. Your fourth comment about it not being necessary may be your opinion but not ours. I talked with our erosion control inspector, D.A. Black, and he cannot release the $1000 erosion control escrow until the site work is complete. Therefore until this issue of the pans is resolved and the sod replaced he cannot release that $1000 either. Please feel free to contact me about this. I would like to meet with you and your client should you not agree to install the flared end section and repair the pans. A site meeting might be in order for your client to see what we are talking about. Jay will be back on July 9 and I would like him at any meeting we have. Glen Schlueter 224-6065 file://C:\Documents%20and%20Settings\gschlueter\Local%20Settings\Temp\GW 100001... 07/03/2007 VALLEY FORGE AVENUE EASEMENT 457762) rs- _--_—�__ \ ga A 9ry ryry°9�LL 4�� b yo P A 9 A q 9 9 9 r Fie CrR XEAVd7 &V® CEAFR 2 12 30 O 6 20 40 Scala: 1" = 20' Ceeeerd M Fr[meW1 $t ' HvlinM. 01 V/C/NJ/TY MAP Ay EM1V 9 \ F � \ \M1 A \ y 9 J 9 bry nil LEGEND — —SAS— — STORM SEWER LINE ------oo------ CONTOUR LINE O MANHOLE SPOT ELEVATION TOP OF CURB ELEVATION _FLOW LINE ELEVATION ,40111111111111 DRAINAGE ARROW / 7 P� I 4' CPNCNETE� 167N1%4 PAN 1 I I I TRASH _ I �S4 I I I I I I I �I I I I 20' UTILITY A: DRAINAGE EASEMENT -I (BY PLAT OF BROWN FARM THIRD RUNG) � I G' UDUTY EASEMENT- --I (BY PLAT OF BROWN FARM I THIRD RUNG) I I I 9y ° /NK/N TO BOX FROM PAN=6665 /NVONl=B659 I I I 40' ACCESS. UTILITY NE DRAINAGE EASEMENT I I I (BK.23OD-PG.RTOI) I I I I I STORMWX ER RECEIVED JUN 0 12007 ImIlLizzmem TRACT B. DRAKE CROSSING SHOPPING CENTER, A PLANNED UNIT DEVELOPMENT, CITY OF FORT COLLINS, COUNTY OF VRIMER, STATE OF COLORADO. AND A PART OF TRACT B. BROWN FARM THIRD RUNG, AS RECORDED IN IAATMFR COUNTY, COLORADO RECORDS SITUATED IN THE SE 1/4 OF SECTION 21, T.7N., R.69W., OF THE (ITH P.M., CRY OF FORT DOWNS. COUNTY OF LARIMER, STATE OF COLORADO. I, CHARLES N. BECKSTROM A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY ONLY TO STAFFORD CORPORATION, THAT ON MAY U. 2007 A TOPOGRAPHIC AS -BUILT SURVEY WAS CONDUCTED UNDER MY SUPERVISION USING THE NORMAL STANDARD OF CARE OF PROFESSIONAL LAND SURVEYORS PRACTICING COLORADO AND THE NAP HEREOF ACCURATELY REPRESENTS SAID SURVEY, TO THE BEST OF MY KNOWLEDGE THIS SURVEY DOES NOT CONSTITUTE A TIRE SEARCH B/ THIS SURVEYOR OR ENGINEERING SERVICE COMPANY OF THE PROPERTY SHOWN AND DESCRIBED HEREON TO DETERMINE: OWNERSHIP OF THIS TRACT OF LAND, RIGHTS -OF -WAY, EASEMENTS AND ENCUMBRANCES RECORDED OR UNRECORDED AFFECTING THIS TRACT OF LAND AND THE COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJACENT TRACTS OF LAND. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TIRE INSURANCE COMMITMENT OR A TITLE INSURANCE POLICY. A TITLE INSURANCE COMMITMENT OR A TIRE INSURANCE POLICY MAY DISCLOSE FACTS NOT REFLECTED ON THIS SURVEY. THIS DRAWING D06 NOT REPRESENT A LAID SURVEY, LAND SURVEY PLAT, IMPROVEMENT LAND SURVEY PLAT AND ANY MONUMENTS OR BOUNDARY LINES SHOWN ARE FOR INFORMATION ONLY. FOR AND ON BEHALF OR ENGINEERING SERVICE COMPANY 13DD S. POTOMAC STREET, SURE 126 AURORA, CO 00012 303 337-1393 CHARLES N. BECKSTROM, PLS 33202 AIRPA E CAflek OCONCRETE PAN DOES NOT FLOW NORTH -SOUTH AS SHOWN ON APPROVED GRADING PLAN. WATER IS PONDING IN THE CENTER OF THE CONCRETE PAN AND NOT DRAINING INTO OUTLET STRUCTURE. SEE GRADES AS SHOWN HEREON. AM 1. THE UTILITIES WHICH ARE READILY VISIBLE UPON THE GROUND, SUCH AS MANHOLES, POWER AND LIGHT POLES, INLETS, ETC. WERE LOCATED BY FIELD SURVEYS AND SHOWN HEREON. 2. UNDERGROUND UTILITIES IF SHOWN ARE BASED ON FIELD EVIDENCE. NO GUA W EE IS MADE OF THE ACCURACY OF THESE UNDERGROUND LOCATIONS. 3. NO RECORD SEARCH WAS MADE TO DETERMINE UTILITY OWNERSHIP OR EASEMENTS, RECORDED OR UNRECORDED. 4. BENCHMARK /1: CITY OF FORT COLLINS BM /7-02 - 3' DWIErER BRASS CA' ON THE NORTHWEST CORNER OF THE INTERSECTION OF TAFT HILL ROAD AND DRAKE ROAD IN THE CONCRETE BASE TO A LARGE POWER ELEVATION: 5090.97 FEET (CITY OF FORT COLLINS DATUM) 1191M ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN 7MBE£ YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM WE DATE OF THE CERTIFICATION SHOWN HEREON. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS, OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT, LAND BOUNDARY MONUMENT. OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR, PURSUANT TO STATE STATUTE 18-4-508 OF WE COLORADO REVISED STATUTES. AS -BUILT SURVEY TRACT B, DRAKE CROSSING SHOPPING CENTER, A PLANNED UNIT DEVELOPMENT AND A PART OF TRACT B. BROWN FARM THIRD FILING SITUATED IN THE BE 1/4 OF SECTION 21, T.M . R.69W., OF THE 6TH P.M. CITY OF FORT COLLINS. COUNTY OF LARIMER, STATE OF COLORADO STAFFORD CORPORATION 825 EAST SPEER BOULEVARD, SUITE 12 DENVER. COLORADO 80218 EERING A-595 I 1 0 0 9 9 2 12 30 0 6 20 40 Scala: T" = 20' r. _' L-�J II. Lv11ne. Dr V/C/N/TY MAP .SY.A/Ff aIINNJ' rv, 9� M10 yti Ab 9� VALLEY FORGE AVENUE EASEMENT 457782) �9 �� cp yR Ah Ceeeerd D Cann Nan LEGEND W j.— �e 5 \ I I I I q j�l 9 ! I I i7 20' ACCESS R �r ® UTILITY EASEMENT aA (REC. NO. 457762fN I I 9' I IM1 20UTILITY h DRAINAGE EASEMENT (9Y PUT OF BROWN FMM THIRD RUNG) 9h I e' UTILITY EASEMENT (BY PUT OF BROWN FARM THIRD FILING) I I I \ I I — —STS— — STORM SEWER LINE ------ CONTOUR LINE O MANHOLE R�p SPOT ELEVATION 04;_ TOP OF CURB ELEVATION '� FIOW LINE ELEVATION DRAINAGE ARROW 66 1 )°9 I Pall I 111 � 11F I RI %$ ^I111 1 6 I pE7E I93 HC�I Q o I b l' b j illl f J 1Y�iB I- lb} IIQ1�. I ~ I owner s7aucruF I T.O.C.=8900 /NV/N r0 60X F//aW PAN=B665 C /N .O -95.59 I I I I I I I I I I II I II I I II I II I I I I I I I I I I I II I I II I I II I II 40' ACCESS, UTILITY k DRAINAGE EASEMENT I I I (SK.2300-PG,1D01) I I I I I lumUzzlem TRACT B, DRAPE CROSSING SHOPPING CENTER, A PLANNED UNIT DEVELOPMENT, CITY OF FORT COLLINS. COUNTY OF LARIMER, STATE OF COLORADO. AND A PART OF TRACT B, BROWN FARM THIRD RUNG, AS RECORDED IN UVRIMER COUNTY, COLORADO RECORDS SITUATED IN THE SE 1/4 OF SECTION 21, T.M., R.69W., OF THE STH P.M., CITY OF FORT COLLINS. COUNTY OF LARIMER, STATE OF COLORADO. SLWAYORIS I, CHARlES N. BECNSTRROM A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO. DO HEREBY CERTIFY ONLY TO STAFFORD CORPORATION, THAT ON MAY 22, 2007 A TOPOGRAPHIC AS -BUILT SURVEY WAS CONDUCTED UNDER MY SUPERVISION USING THE NORMAL STANDARD OF GYRE OF PROFESSIONAL LAND SURVEYORS PRACTIGNG COLORADO AND THE MAP HEREOF ACCURATELY REPRESENTS SAID SURVEY, TO THE BEST OF MY KNOWLEDGE. THIS SURVEY DOES NOT CONSTTUTE A THE SEARCH BY THIS SURVEYOR OR ENGINEERING SERVICE COMPANY OF THE PROPERTY SHOWN AND DESCRIBED HEREON TO DETERMINE: OWNERSHIP OF THIS TRACT OF LAND, RIGHTS -OF -WAY, EASEMENTS AND ENCUMBRANCES RECORDED OR UNRECORDED AFFECTING THIS TRACT OF LAND AND THE COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJACENT TRACTS OF LAND. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITTLE INSURANCE COMMITMENT OR A TITLE INSURANCE POLICY. A TIRE INSURANCE COMMITMENT OR A TITLE INSURANCE POUC/ MAY DISCLOSE FACTS NOT REFLECTED ON THIS SURVEY. THIS DRAWING DOES NOT REPRESENT A LAND SURVEY, LAND SURVEY PUT, IMPROVEMENT LAND SURVEY PUT AND ANY MONUMENTS OR BOUNDARY LINES SHOWN ARE FOR INFORMATION ONLY. FOR AND ON BEHALF OF: ENGINEERING SERVICE COMPANY 1300 S. POTOMAC STREET, SUITE 126 AURORA. GO 80012 303 337-1393 j CHARLES N. BECKSTROM, PLS W202 ,I , a f AREA OF I9CM A CONCRETE PAN ODES NOT FLOW NORM -SOUTH AS SHOWN ON APPROVED GRADING PUN. WATER IS PONDING IN THE CENTER OF THE CONCRETE PAN AND NOT DRAINING INTO OUTLET STRUCTURE SEE GRADES AS SHOWN HEREON. AM 1. THE UTILITIES WHICH ARE READILY VISIBLE UPON THE GROUND. SUCH AS MANHOLES, POWER AND UGHT POLES, INLETS, ETC. WERE LOCATED ER FIELD SURVEYS AND SHOWN HEREON. 2. UNDERGROUND UTILITIES IF SHOWN ARE EASED ON FIELD EVIDENCE. NO GUARANTEE IS MADE OF THE ACCURACY OF THESE UNDERGROUND LOCATIONS. 3. NO RECORD SEARCH WAS MADE TO DETERMINE UTILITY OWNERSHIP OR EASEMENTS, RECORDED OR UNRECORDED. 4. BENCHMARK OF FORT CONS BM /7-02 - 3' DIAMETER BRASS CAP ON THE 1: CITCOLLINSCORNER OF THE INTERSECTION OF TAFT HILL ROAD AND DRAKE ROAD IN THE CONCRETE BASE TO A LARGE POWER TOWER. ELEVATION: 5090.97 FEET (CITY OF FORT DOWNS DATUM) ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN 77WXE 1£ARS AFIER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN MW MWS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS, OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT, LAND BOUNDARY MONUMENT, OR ACCESSORY COMMITS A CUSS TWO (2) MISDEMEANOR, PURSUANT TO STATE STATUTE 18-4-508 OF THE COLORADO REVISED STATUTES. AS -BUILT SURVEY TRACT R. DRAKE CROSSING SHOPPING CENTER, A PLANNED UNIT DEVELOPMENT AND A PART OF TRACT B, BROWN FARM THIRD FILING SITUATED IN THE SE 1/4 OF SECTION 21. T.7M, R.69W., OF THE 6TH P.M. CITY OF FORT COLLINS. COUNTY OF LARIMER. STATE OF COLORADO STAFFORD CORPORATION 825 EAST SPEER BOULEVARD, SUITE 12 DENVER. COLORADO OU218 ENGINEERS - SURVEYORS - PLANNERS Crend,e S I,tlonf Slnc 1954 an SNee1 No.: AZ95 1 OF 1