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Home My WebLink AboutSite Certifications - 12/28/2000Ct- 12/27/00 WED 16:07 FAX 970 491 9984 JR ENGINEERING 9 002 December 27, 2000 Mr. Jay Barber City of Fort Collins — Stormwater P.O. Box 580 Fort Collins, Colorado 80522 fV J•R ENGINEERING ASuhsifnof Wastriaa Re: Certification of Drainage Facilities for Harmony_ ViIIage_PUD,.Lot 6 Dear Jay: JR Engineering (JR) surveyed the existing storm drainage facilities for Harmony Village PUD, Lot 6, on December 21, 2000. The facilities were observed in the field by Kent Bruxvoort of JR on December 27, 2000. The focus of the survey and the field observation was the drainage easement along the northern and eastern edges of the lot. As a result of these items, we offer the following for your review and comment. 1. Three low points were designed, and were constructed, to drain the northern, eastern and southern edges of the lot to Pond B. The western edge of the lot is covered by Building F, to become a convenience store. The southern edge of the lot was designed to drain to the southeast comer. Curb and gutter was constructed along the northern and eastern edges of the lot. Concrete pans were constructed to convey the flow from the lot to the pans in the bottom of Pond B. 2. The survey data indicate that the constructed curb and gutter within the Lot 6 drainage easement drain in general conformance with the approved plans to the three constructed low points. The attached drawings depict the surveyed elevations in red pen on blueline copies of the design grading drawings. 3. Field observation confirmed that the direction of flow as achieved through construction was in general conformance with the plans. 4. Curb chases in the northwest, northeast and southeast comers of the lot were constructed in general conformance with the approved plans. 5. Pond B will be certified as to its conformance under separate cover at a later date. 2620 Eau Pmepea Road. Stria 190, Fort CdhnL% CO 90525 970491-9988 • Par 970491-9984 • w jm*in,,igxom 12/27/00 WED 16:07 FAX 970 491 9984 JR ENGINEERING IM003 Mr. Jay Barber December 27, 2000 Page 2 of 2 If you have any questions or comments, or need additional information, please do not hesitate to contact me at my office. Thank you. Sincerely, JR Engineering Kent Bruxvoort, P.E. Project Manager Attachment cc: Pete Cottier, Cottier Construction X:\916900DRCERT4.DOC December 27, 2000 J•R ENGINEERING A Subsidiary of Westrian Mr. Jay Barber City of Fort Collins — Stormwater P.O. Box 580 Fort Collins, Colorado 80522 Re: Certification of Drainage Facilities for Harmony Village PUD, Lot 6 Dear Jay: JR Engineering (JR) surveyed the existing storm drainage facilities for Harmony Village PUD, Lot 6, on December 21, 2000. The facilities were observed in the field by Kent Bruxvoort of JR on December 27, 2000. The focus of the survey and the field observation was the drainage easement along the northern and eastern edges of the lot. As a result of these items, we offer the following for your review and comment. Three low points were designed, and were constructed, to drain the northern, eastern and southern edges of the lot to Pond B. The western edge of the lot is covered by Building F, to become a convenience store. The southern edge of the lot was designed to drain to the southeast corner. Curb and gutter was constructed along the northern and eastern edges of the lot. Concrete pans were constructed to convey the flow from the lot to the pans in the bottom of Pond B. 2. The survey data indicate that the constructed curb and gutter within the Lot 6 drainage easement drain in general conformance with the approved plans to the three constructed low points. The attached drawings depict the surveyed elevations in red pen on blueline copies of the design grading drawings. 3. Field observation confirmed that the direction of flow as achieved through construction was in general conformance with the plans. 4. Curb chases in the northwest, northeast and southeast corners of the lot were constructed in general conformance with the approved plans. 5. Pond B will be certified as to its conformance under separate cover at a later date. 2620 East Prospect Road, Suite 190, Fort Collins, CO 80525 970-491-9888 • Fax: 970-491-9984 • w jrenginmring.wm Mr. Jay Barber December 27, 2000 Page 2 of 2 If you have any questions or comments, or need additional information, please do not hesitate to contact me at my office. Thank you. Sincerely, JR Engineering Kent Bruxvoort, P.E. Project Manager Attachment cc: Pete Cottier, Cottier Construction X:\916800DRCERT4.DOC No Text !PP - BOW TOW GB • • PROPOSED PROPERTY LINE PROPOSED SPOT ELEVATION BOTTOM OF WALL TOP OE WALL GRADE EP LANDSCAPE DETAIL RAMP DETAIL CHECKED BY: CHECKED BY: 50' 25' 0 50' 100' CHECKED BY: SCALE: 1' - 50' CHECKED BY: CHECKED BY M Am a IXYl V a DHEAp LW PAD FAR BROWN TE. II n m m 3 < a w a a a J z � 0 U > a � z 00 0 cG LL Q J = Q w SHEET 6 OF 25 JOB NO. REV 7158.00 0 I I I { I 1 i T r { { { { I A. I LOT 12A � RESTAURANT { FF • 4981.00 { , , I I /"f/ is LOT 11119 RESTAURANT. FF • 4962.00 ---rt----r---- o" 3= Si p� V6 W(L(l WTI �Q<¢ oW Z . o � U n � a z `8 W s a w�_ NOTE: ALL SPOT ELEVATIONS ARE AT PLOWLINE V MNY a� D r ! I YD 10 0 20 40 SCALE: t' - 20' E EN -' - -'- - EXISTING CONTOURS EXISTING INDEX CONTOURS , ww— PROPOSED CONTOURS . NfO— PROPOSED INDEX CONTOURS PROPOSED PROPERTY LINE PROPOSED SPOT ELEVATION BOW-BACK'OF WALK LLI Q Z J O 5 � Z City of Fort Collins, Colorado '� Q. UTILITY PLAN APPROVAL. ', O 0 Z m Pv uuu nc� _. (L APPROVED: 0 ool.. Q CHECKED BY: Q H YNN, k Wan.m. timy 77 Date = p. J CHECKED BY: Qom. sw ,Hulls, - CHECKED BY: CHECKED BY: D^Ie slr[T 6F3 26 'x 6HECKED BY. - - ra No ruwr v a nnmOq Lm .,.- 916H 00 - y _. rMIANII_w�vJ "PRaflOSED SANITARY SCMXi M PROPOSED STORM SEWER INLET �Pgg<rr' �J I i — EMSIITING SANITARY SEWER A PR � SdOL� IGMtE FN.SW.SEYWA \ \ \\ U I'I X (jP0I. �E0 NREMI9RANi ASSEMBLY 3S V O D WA • _ � PR E TERIJNf PROPOSED MANHOLE - \ E%IS G WATERLINE PROPOSED WATER VALVE • WRW - \ \ Pq D STORM SEWER . PROPOSED WATERLINE BEND U \ \ MET! THRUST. BLOCK EXISTING STORM SEWER Y PROPOSED WOMB PLUG WITH EXISjIINC UTILITY LINE 9 THRUST BLOCK O to TO BE ABANDONED 4 z Ql /�• w EXISTING MANHOLE ow / I PROPOSED GAS LINE - O C Pa EXISTING WATER. VALVE < Of---- EXISTING GAS UNE w F- / _ E EXISTNC ELECTRIC BOX Cr / P 0PpS D WATER SERMCE 2 / I EXISTING TEPHONE / � \ PRROPOSEEIt SEWER SERNCE � /^` ^ PROPOSED LOT LINE GENERAL NOTES, ? M / MaPD$ED UWtt __ L ALL DIP WATER MAIN TO BE ENCASED IN 20' SWER EASEMENt / EAM1RIr — POLYWRAP. " TO BE RECORDED By SEPARAM DGMAJ NT v , 2. WATER LINES TO MAINTAIN A 4.5' MINIMUM AND A 5.5' MAXIMUM DEPTH OF BURY MEASURED FROM zi FINISHED GRADE. It 5 / 3. SEE SEAR-BRONN,PIH MBE PLANS FOR STRUCTURE w � PRCPERTr / SFANa ADJUSTMENTS IN TIMBERLINE ROAD. I"1 I f BWNDWY ' I 1. ALL FIRE LINES TO BE CONSTRUCTED USING DIP. S. ALL C.P. LEST STATION ADJUSTMENTS MUST BE 1 / LOT 12A oN,J COORDINATED MTH CITY UTILITIES (910-221-66e1). ' , RESTAURANT I I FF • 4091.00 VARY / NCE (Tm.) j 2' 11 STEEL CASINO PIPE NOTES' c E • 1 / .g�H.,CAGING SHAVE A COAL -TAR ' ENAl'COkAR ENAMEL gJI ER DIY: TNOPRDS. /ii.IF 7HEAITM1t. m COATEXTERIOR COATING.I18• Ei _ SHALL BE ADDED TO THE REWIREDTHICKNESS OF p THE CASING PIPE. D ZINGED SKIDS (RUNNERS) SHALL BE A MINIMUM OF H! Te / 2-X2- TREATED REDWGOD.' .. B AS AANNEALTERNATIVEMKIDS TO TREATEDRS) MAY RED%ODD). USED B / HF 4.SEE SECTION 02224. PIPE THE *SBORING *STANDARD CONSTRUCTION SPECIFICATIONS FOR WATER MAINS FOR RELATED INFORMATION. Kq 2 to LOT 11B"' z®® r RESTAURANT. I .o / sexTwlYsdnEWn ^� �.FF - 496200 "'b'I z n I / cm : m^^ it N at 20 To D 20 40 / - r > SCALE: 1' 2D' Z N City of Fort Collins, Colorado <L T�oR[w sxnma UTILITY PLAN, APPROVAL Z j. APPROVED: ' Q CL J Dal. F T i i CHECKED BY: Q J IU) _WADI w•k� MratfUWRy one Q 6 _ " _ ♦ . A #j y W Farms{. A CHECKED BY: stem awr unity Date Y. Ht ; r j'�1j .4°C ` ° CHECKED BY: - F{J NXhYA 9 °?Lgl��}`Y' V kFuv—Rs.wlbn Wl, / CHECKED BY: 1 j. ti NJJ `z#4 _ _ Dat.- I 11A 26 CHEQKED BY: MIr3HWAM0.'Lm 3160.06 . d d TOR /la MINI 6 JI