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HomeMy WebLinkAboutLot Certifications - 03/05/2012 (3)NO H'.64111 am CERTIFICATION OF LOT GRADING Date: March 5, 2012 Project: Walmart at Arbor Plaza Shopping Center.PUD (MAI 10064) Address: 4625 S. Mason Street Fort Collins, CO 80525 if A111IN 1, .Mattliety C. Steder, a Colorado registered professional engineer, verify that the above referenced property in the City of Fon Collins, Colorado; has been -inspected by me or someone under my direct supervision, and verify construction of all stormwater facilities and grading is complete. Based on the information provided on the attached survey performed by King Surveyors, Inc. on 3/112013, and the limited construction observations visits performed, I certify that the elevations and drainage patterns of the site as measured are in substantial conformance with the City approved Grading and Drainage Plan with exceptions noted in Exhibit A. In my professional judgment the elevations and grading of the site as constructed is functionally adequate and will allow fur stornnvater drainage consistent with the approved Grading and Drainage Plan. If you have any questions, please call me at (301) 228-2300. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. � �aG,�1aTOPy�, c S 41 388 ° f�.....�+""fir d'�.,..,.-..,........--,..-•••'...•r Matthew C. Steder, P.E. (CO 41388) Engineer of Record rL1DEN Civi11057811714 W;.i Fon Collins lHarmom)- livmony k T,tasod:Prajca FIes,AdmifAconapondcnca'Lmcrs12013 0304 Grading ColiitcLWn Low - 3377.doc l a TEL 303 228 2300 FAX 303 446 M ■ suite 200 990 S. sma ww Denser, Cobrado 8D209 Kmley-Hom and Associates, Inc. EXH (BIT A The following is a list of items which deviate from the City of Fort Collins approved Minor Amendment for the Arbor Plaza Shopping Center PUD. dated 5/3111 and are further depicted on the attached Grading As -Built Survey prepared by King Surveyors, Inc. on 3/1/2013. 1) Revised the curb geometry along the western alley to "flatten" the radii and allow for smoother WB-67 truck movement. 2) Asphalt not poured flush to concrete slab of environmental cage area in the rear of the building. Drainage patterns not adversely affected, however deviation being corrected with Wal-Mart and General Contractor to facilitate access to the area. 3) New ±20 foot long concrete flume added behind transformer at existing low point condition that was ponding to allow for positive drainage to the east and remove ponding condition. 4) Deviations in elevation for Storm Drainage Structures A4 and A6 noted on the attached Grading As -Built Survey. No adverse impact to drainage. LEGEND GRADINGAS--BUILT SUR VEY . aY,H// AH.n1.r r.n�a o.m. .= 4-�'T ° " -For WAL1ih7ART #3177 W. PYL a OOK1, A MY 4PfiOQR 1.Y10 rumETa v Ps N1fiv1 Maiw r W KIFA,Vsr•FD /F R M IQW lti tl M AC °D v"`^ 01"" K t . w /*- FOR CONNELL RESOURCES >d r/CT�IWN. If�10�17pPKt WiOE yF 1F ryr W(° YY t �/� v RUT, Ls IT VE71Q1 RN;-(I1Y OP PORI TA l'♦,! 6LIMNYARR Y 40/. V EIEVATr4071.% (Nf:CTI Pb) g4 aJ H1CW2ONIAL IROL 9ASEV UPON PLANS FROM lORLEY-M". .. . ; $ •1A[Sa awa - fr>--�tr•:, VEi�fZ� $ ALL PROPERTY mim NOEWEcll(IHW MOH11amm AND SEC — WRITERS MUMED M~. COd IRMTldt N1)ST OE RUEKHCED AND MPLACkD UNDER THE SUPCR 4 " 06 A LCLNSV SURWYOR. TMn WTOCRV MAR410 .,Of,'AVS tliFVJA TrW: TWA; K NOT MSIBWE ON 1Ht PCOtTEA CMY, TOOOIUN ALL THE Y$ORNATICH THAT •. IS AYARJUII N TNa$ (M-A&MG ALL THE AUTOCAD LAYERSMUST Ul iVRME4 W AK7 IHAWEO N .aessp •nV., /a ] ALL SPOT QFWD NNFEB ARf. 11Q RESULT a AN ACTUAL IIEID SURCtY PUOORREO Ek, rv�RVApY 1, 20t7, + 1 � TRUi:TUP.E 164 r c 1 s �- �' d1 IAS-rs17I1:.T1 P/ 50" 1 3T `5r'3+ u, Fa T •((L(Ta211M s �rar'0 201 Al 10 r-�--^- 0 20 40 410 SCALE WN FEET l t e i VIA A6 5032.69 (502.5b; SiT:"•c: 1(562 r} Fq c e (3(12 .07} i •' I' Df:VIATK!N5IN ELEVATION NOTED APOVr'. NO A[P.rRSE W Ac.T'T. i DIZAINAGE.. I 1 jW,11Rl1�'{ .. OGC 4f {1� ' 4 _ •,� �O \ - t ' I1 �3 r�'�%�' I i � _ _ �Y \ �iOJ� ''L•Vi � i\\ . i� S i , \ `� ��, '''('/ /O^j �• / !. L2`.�\�.,� r •y q`'W{Tt »2b1s1 \,v�� P A4 Cl IT f � __ - , •OAt1Nj ry � �Kaf--"fir i , ,. eA;OM .. �� �� . ` e sm r. � ..� 4 .. e e � la • oou a � u H»�ns _ y ' •/AVN �±Q •C' % , Y A� 1�, J' ATE .i lUl.,1b mTty '((��� ��J� �• r �A9At.!/ I:OON S �+ .. �,4 O _ "AA9H ITEAI.bW1.t/ __^—�'e �—,� � • r ( � . � v T: M,r4 201i474ASO uE: !rr art PO lam ". SS 41 MAO GRAPMCSCA.LE ? 5 0 iy ORTMA- PROPOSED PEDESTRIAN RAMP & SITTING AREA ma `MP m {MOANS MNI "I, L1.0 WE MAL waN uuT �t. -2-1 Y'A'v PROPOSED PEDESTRIAN RAMP %�� .1 S JZ EROPOSED fjDESTRIAN SlTrNG AREA J •Timma QEAIMR IR GRAPHIC SCALE © . 2p ? Ip Zp iy" — (IN FEET) " $ 7 LEGEND- anum grow Kum "PC= Now . -M "Wom co"I'M5 gxsft� 0�� x w z RAM.4=21. pmw� MI UMTOL � As 000MMlO —TI" M" at,mJ1 Iiipi .� 4"m m WeKANS m KTft pu �Uft .1 fr.." low rKso 61" 10 cr an arvi" .—I G UUM II vA" to 1.90 4W M..l .0m. w he W W, OflM10 nc .Iw. VnMO FUR DMCVM DETAIL 13 - PROPOSED STORM SEWER INLET AREA GRADING LEGEND CL w UJI 0 Isu cooks= -Wien p"W"I .ft OZ— WAK- 0 -1 rN$nWKe:ucorona a" Om" am CL w BIIE SPECIFIC GRADING NOTES IM W � � O=M z 13"AM" MC M PA��AM�W" ME" 0 as w 0.RaoA cAwrom me, AN 2d" o a -own" GRAP141C SCALE rc OL rm ff.u404k *4 (INFEET) 4k Ci Of Font Collins, Cobra& UTILITV PLAN APPROVAL PETWILC-PROPOSED EASILM PEDESTRIAN ACCESS APPROVED - . L.— __ Z-4 4,-- r CRECKEDOYFT-7 AM- '�— J �,R..a 1 REFER TO GENERAL NOTES SHEET PFoact no. .T CHECKED By: ccl y fi .-O --. s�.s-s 0�•. .. �. s-a Oi .-� Lf . �. .• :O tp.� .p, .•0:. .®fa ...�-.... �1r a NNK B .> • D a,L 0 O %tR1b Y. -� i ` p R V C 10 B i jl' m n• m N i AO.1L65 lz p ' � 1113 t c u a n a lee agstr-C-u— n zo tr N. a Hai. 2 n o �nN 2 ♦ . , ` MATCMLLVE f .. B . `J ------ ice, Rif pl y@ a_�Ao Ik s i it ' .* .• B�B � o-° t v m s e a � � MA.TCHLINE A ----- mom.. ___T_ GRADING AS —BUILT SURVEY = s�.au wa rw ao� mmru KING SURVEYORS, 1NC• FOR aorjM= onmw ... o.. ro 650 E. G =den Drive i Windsor, Colorado 80550 8 CONNELL RESOURCES Wnue.Aar 3177 phone: (970) 686-5011 1. fax: (910) 686-5S21 u Fr. CowNS. Co. (4 Ll j -JiLl 6 jeo. #L AA LEGEND *� t. "a. nu fuvrtw .1 —.40 our am U110M N —0K. Ma— prlr \ mol P&PM � R �p GRADING LEGEND lo*KV ulV-=ux%Wo4 Woo mccc" t^ fer—oodt P'' � '`� `'tl \ye.�:� � ..e.� t' 0O4.,t dR..00A SEE SHEET CO N GRAPHIC SCALE 4,0_ ttr IN FEET) SITE sOmFic GRADING No -rots T. !tt arv-ld 6114m" r StOMM DRAINAGE STRUCTURE CHART co Ml.tG - 3W MW M &min sas� - w Al Fl. �,,* W31.2% Ot =11, : .11: :: = " a— w pq W"p OQ M cm 13 —1 m "es A= =AM . : w S3 L 7 REFER TO GENERAL NOTES SHEET 111 FOR WALMART GRADING NOTES REFER TO GRADING AND DRAINAGE PLAN (DETAILS) FOR ADDITIONAL DETAMS City of Fort Collins, Colorado I UT11.11T PLAN APPROVAL APPFROYM GKECKED.01� CHECKED By: X---L CHECKED -7 CHECKED BY: C&Ubd-r-ft CHECKED BY;jjiQ Z z w 0 a: 2 7, R �ggz CL z 2 0 a- Q 6 g 3 z cc a0Zi 0 Z 0LL. z wo 0 I pRofol m