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Lot Certifications - 12/16/1997 (2)
STEWART&ASSOCIATES Consulting Engineers and Surveyors December 12, 1997 Mr. Basil Hamdan Storm Water Utility City of Fort Collins P.O. Box 580 Fort Collins, CO 80522 Dear Basil, c Please find enclosed the "As Built" grading of Lot 73,tHunting[6-n—,ldills,7Fifth Filing which is 618 St. Michaers Drive and Lot 97, Huntington Hills, Fifth Filing which is 5925 Auburn Drive. Both lots were graded in substantial compliance with the approved grading plan prepared by JR Engineering and dated July 28, 1995, which is also enclosed. If you have any questions regarding these two certificates, please call. Sincerely, 6a,X, C k - Richard A Rutherford, P.E. & L.S. rrc James H. Stewart and Associates, Inc. 103 S. Meldrum Street P.O. Box 429 Ft. Collins, CO 80522 970/482-9331 Fax 970/482-9382 / / vej / a / ' 8£�8� / . w h � i a3 o Ur a �I / w 7 �l to CD STEWART&ASSOCIATES Consulting Engineers and Surveyors �2��6r9 CO' December 12, 1997 Mr. Basil Hamdan Storm Water Utility City of Fort Collins P.O. Box 580 Fort Collins, CO 80522 Dear Basil, [_T Please find enclosed the "As Built" grading of Lot 73, Huntington Dills, Fifth Filing which is 618 St. Michaers Drive and Lot 97, Huntington bills, Fifth Filing which is 5925 Auburn Drive. Both lots were graded in substantial compliance with the approved grading plan prepared by JR Engineering and dated July 28, 1995, which is also enclosed. If you have any questions regarding these two certificates, please call. Sincerely, G-�) a. Richard A. Rutherford, P.E. & L.S. rrc James H. Stewart and Associates, Inc. 103 S. Meldrum Street P.O. Box 429 Ft. Collins, CO 80522 970/482-9331 Fax 970/482-9382 • 4g.f to � to I s►.o8 IIII14 ►14�` k� II � % Q III' % % �I , i ��.� • ::+ r.-_ j_.b. • 's a .. pT:;: r ':ia_:.:. V...r �r+Ls l: ���f�( �. .. .. _ I_ "-c � - • .s• c=—�_c_ _ : J sr-..— �-'= _. � ate•"." C� ., fJ 77 .��••C :, �� 1• a4.,i � � - So4 qua► _ � ;,^- ��G • �.. 0 Aj dFA - ♦ i-plrr Ir x gam. SITE PLAN 0 2� It -Boil oil TIN •GR4D/uC. CC-KT/F/Gi¢T,, rear-1 1 or 1% W06Ta WLLA t� t�t� or cou_Ns, .c MOO y of rt - NOTES: \j '-^� CiIUTILITYOPLAN 1iAPPROVALUD � 6 S .i" 1) SEE PRE SHEET FOR ABBRENATICN LIST " 1 ° a " ' -� NOTE 1 APPROVEp: v1v 2) CONTRACTOR r0 MAINTAIN 0,40% MINIMUM STRAIGHT 1, A LOTS NULL REQUIRE INDIVIDUAL LOT GRADING CERTIFICATION INCLUDING LOT \ 1 ea [.gn°nM Wb rLxr CgawS _ LOrtE.,q w.2x gSmLi ao $ z m GRADE Al ILO`\LINE APPROACHING SUMP INLETS I CORNERS, BUILDING AND SWAGES BY BUILDER PRIOR TO RECEIVING A 1 ` /p Sm1x rqt COLLINS S.ww10x LKm[t z W I-11 CHECKED BY: T CERTIFICATE OF OCCUPANCY. I m1. UTILITY PLAN APPROVAL Ff }) SEE DRAINAGE DETAIL SHEETS FOR DRAINAGE I /W� SUMMARY TABLES. 1 CHECKED BY: qLd T ( 1 Sff 001° APPROVED i 4) ALL LOTS ALONG STONE CREEK (LOTS 1-19) JL ,, /y,� o 1a's MU- NEED MINIMUM ELEVAOON CERNfICA00N, lr m J_LJ_S DATE IXx u Q 1 !' _ 11 CHECKED BY: f-.-.lY'r� 4 DAPE 08zz 5) MAINTENANCE FOR ALL OFF -SITE PONDS ANDP'..ea 1--imvf Wln DI - g HI J ° CHANNELS. INCLUDING THOSE ON PARK PROPERTY, o `♦ --'-'������ �� ; ������t 1 o SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ___ �.�����-_________-_________1 D°1° rtu5 [xpMEX so 25 0 50 IW 1 AL f CHECKED BY. Ib1° N 1� e" / > 1 1 �- � -- KEY MAP Obi HOD N04'57'17' I /I o 1 _ \ \ 01 SCALE I' A. ECENDHOD SCALE: „ SCALE: 1' 50' 91.7Q I Lp D 1 \ \ q Sw 1 `L (i) h%� _Jo fim JNNRA Q �o�' a s / 'F1� 1 S49AU WE ="N Ism Q_j F _ .. ..- _ ._ _ __. \ \ 9 DESIGN PONT 3y HUNTINGTON HILLS PUD 1 \ I -� _ 8/ DaIVE \ ` =��i R. FILING 2 & 3 1 ml J� ,\-_ \\ SWovAli x 1 I - rms9 gp 1 ____ _ _ . __ j F, \ N -BASIN CRITERIA OM-y?I[! (f LP) 1 1 Y �� a ` 0.60 0.9 AREARUNOFF COEFFICIENT Nr MGD I/)�E8 1 C i) 9'42"W \ AREA IN ACRES T. fi Wtl 2.13 0.20 N57408'34"E \ Yq4:. Iyb51WLxW [nYUEnI /N22'S0'i5"E / `\. / / z �� �� 1 _ _ _ m _ o BE rCCm11ED LEAKY SEPAxArt Dn(LUMBE `/.� `•r w.x / � A Ci7 �l i 101 -Ga I 1 S00'00'18"W --/- - _ aBOUNDARY �D (� 1q.u9 N6T3T38"E �' \ I angn DDunpn9r TS _ 10� � �^ `\ \ _ _ _ EXISTING PIPES a o �_ /S&q:5g! l "� (q % r-° PROPOSED INLET, PIPE, AND rt L, = o ♦ ' / rf-�- _ _ _ 4+\ ,. \ \\ FLARED END 4CTIONTT N40'19'55"E ♦ ,• fi \ 98/ ' ♦ �� ...\:" - 9.x ♦y \ C) / ff \ N c '' \ 9 SIDEWALK CULVEHt / ' @`=•,\i1 ♦'/ q.6..0 - ICY"q.9 \ ,'.'A _���_ SEDER MU MANHOLE iN L' v W z c ♦ / 1%+w7) Iq.fiJO IDF-6x.. Iq,60.] 111 Eq-yLJ 16.519 Iq°Sy/ SEDER MAf1YICLE / (p%Ki.64.6 \ ` .. ♦ t A''a FJji \ i� 99 M g♦1_ „( la.�(:, �^ l of i^) �A i� ]3 w9' \ \ LOT rrPE FQIr?F .---I- PROPOSER SANIVAPY w �" PS.. ,� y P- o LOJ 9 78�7 V%I SEWER MANHOLE G1 ]6 5 J4 a' . $� D .- 1x n � '`\ __ ._ - EXISTING wnlOx LANE \10 \ / ///\�� �\ Q'\ /�/ // "ysyIp Y �\��/�•°pn�., �_-_ ,. _ _ _ __ _ _ _ ° _ _ _ _ ' �`\ \\ 0\36 095 E%IS RNG SANITARY SEWER / IF D ( M)CATION ! Exl q-saz 101 �fM ��C)r 'i vlr+G 5 CDN TOUR /� 1EXISTING V CONTOUR I �/�\\\ � � ♦ � !q 6Jn � ) ... _ � ....� `\ / \\1 I \u \ / i`if(P(:','. ) CDIIf UU( ANN 6 ]1 `� \ PROPOSED 1 COr1:;;UN At •ma 64 Li•� 65 66 L'I � J `6 69 'D"'s.o C {I E AE,S>lTD2 / rV.fix.l SiE M-13.T rOF".9.9 ;� I 'I .r \`! `It, \ \ \\ JF %I $'X''X' '.4_.- I O / I Y (N� lq.fix. IR:fi19 IU-9U. - T'S.sxA 1 ♦Q �A \ '1 I I 1 \.` \`. ♦ l� =� "O �Y ® i © �® `�� _ (may-•?\ �'\. IN¢I PNunulbl -� m A N, �z �`'// K I` i �` \ .\ \\ CE CONSumumN ro Drumm 1 1% % ` a o.3a ,.%'IF 1 I / ` PAIkCFI `f .0 / �% 1os.vs E104 _ Iq-av Kos"w.> Nut -oa. rq-sLo 1rc-s1r TOFsz.J roF-s>9 pF-sz.e 1 I __ \ \ o Kc yn{\\ � qq 1 \ I ` U1Cf R M I \`„ Q © O 'i (CIn�\�( \ ` E1s-zn t. In "3u 53 52 _ `z' - _V �r�ylt� \ IN, If JJ 1 60 59 58 5] 56 55 54 I 1' RW.w.o ,i 05 I 1' ♦ r �- =f�� \ _� _ Los o.v w Ij o r1 -,,-- ` - - - - -- - --- ---- F199.fi ( _ 1w IN ` \ ' [ CHARRIN STOP D COURT M '^ qJ I 1 �a _«,m N9NDx2i x 1m .m Sss. H' um S �m sNSN 1`-' FU Ni PARK AND 0.0 11 p \ It) _C 4.580.5 - -(L vlmE mLEr m, 3 Z M11 m.s406 I \iw`Us R.I, \ ` 1i1 11 L1 inxw F NGfB x D 42 43 44 j15 46 "LJ M1J M19 ♦ ' 8 I t� .nJ rav-ago ra�N�z 1rc_w.J 1a•sl.o rOr•51.r Kos-sxy 48 rs'I ' / FL\��♦ EL\ \\ \ b n 9 EwEx nu 15 rm-aae 110J m l ♦- iU) �0) /j ® ® ®es9ae ®` , I ' / \ J`` \\ \ U a SIJYP IF _ E AT BY Lnsxs ©sr .H.I 1 1 I♦ ... ... _.-./ I i \ Z C_J 'R' ' --� 1.92 0.46 •a=*- '- ` / I i' Arl s ` `\ Z ¢ 0- IF U o w IP }' At �i y06 0.55 J O O -- ---- -- _ 9 P?H* Nazr f m-8:- ��� m-- ice__ xJ m -oL ss Jr x m _ HIM xr 1 HELD � �� 26 J_ > ,J 0.60 0.95 I � Z � �, uN o1.MK1 mP1N.o.9s' H ¢ H ® I _ r rsawc vwu"D up xx Z Q CU O H e^ .:1 smE �/ \ J/ _ _ _ �--��. - _ - _-I - I © 911 1 \ \\ -•\` .1 / ° s I S 25 w (FrrX / � s ImwL/sEm - _ _ _ _ _ - \CkEEK In BE Aft L6as1RNRON E♦SELBE B `�EDIzm am uulrs / 1 \ .zJ s9 21 ®.z° \\ \ A ( MAID , 1zs _ YIa- NEc SECNmS I E E m uw[R SE BE DonA+Exr. PRELANMY ORMEACE AND L 1ssrmc 30 RCP w A YBUI PUP I \ 1 \ °9°s EROSION CONTRAL REPORT --� c 9x 9:rM.. OM`a am1s. 0.48 0.95 _ SHEET J OF 40 I \ + 568 N0. REV. LEON 5 VpD, UNL 5 a\, ADES Y ASSGGATES I \ �` NR