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HomeMy WebLinkAboutDrainage Reports - 08/15/19923rd So b,,,,'ft I Final ppraved Report Date��gg2 DRAINAGE FORT D EROSION CONTROL REPORT OLIVE GARDEN COLLINS, COLORADO 5, 1992 STEWART & ASSOCIATES, INC. 103 SOUTH MELDRUM STREET FORT COLLINS CO 80521 1303/482-9331 I iv i/O�PJEToul/f .Q47.017 FY h \I I DRAINAGE AND.EROSION CONTROL REPORT : OLIVE GARDEN FOR COLLINS, COLORADO ' INTRODUCTION The proposed Olive Garden is located on Lots 3, 4 and 5 and Vacated Colboard Drive in the South College Investments Subdivision. The parcel contains 2.7283 acres more or1less. The site is bounded on the west by Mason Street, on the south by Boardwalk Drive, on the east by South College ' Avenue, and on the north by existing storage sheds and Midas Muffler. EXISTING SITE The East i of the site contains Becketts Restaurant and the associated parking areas. The West ; of the site is a low area that has not been developed. The low area was created -by the development of Boardwalk Drive and Mason Street at a higher elevation. The site slopes east to west at about 3 percent. There are no offsite flows onto the proposed site. College Avenue, Boardwalk Drive and Mason Street are constructed. I College Avenue has a grade break at the northeast corner of the proposed site. Runoff north of the site goes north. Runoff along the east line runs southtithen around the radius and west along the north side of Boardwalk Drive to a five—foot sump curb inlet at the PC of the curb return on Boardwalk Drive. If the water level at this inlet exceeds 0.17 feet, the runoff will flow around the radius and then north on Mason Street I to a two —foot curb chase. This is an on —grade chase, and runoff that does not enter the chase will continue north to the inlet at Mason Street and Colboard Drive. All existing runoff ends up in the "McClelland Drive i Interceptor Storm Sewer." This storm sewer continues to the south, eventually outfalling into Mail Creek. This site is part of the original South College Investments Drainage Report by Cornell Consulting Company which is dated May 5, 1981. Allowed runoff into this storm sewer is restricted to 0.5 c.f.s. per acre, per the South College Investments Drainage Report. DEVELOPED CONDITIONS The proposed improvements consist of constructing.a new Olive Garden restaurant where the old restaurant is and a paved parking area that will run to Mason Street. Landscape areas are included throughout the site. The site area for drainage calculations is 3.48 acres more or less which includes one—half of Mason Street and Boardwalk Drive and College Avenue. College Avenue is included for drainage calculations because the flow is routed into our proposed detention pond. All runoff from this site, including the west one—half of College Avenue, the north one— half of Boardwalk Drive and the east one—half of Mason Avenue will be routed to the detention pond designed on the west one—third of this site. This pond is sized to hold the 100—year runoff and be released at the restricted rate of 0.5 c.f.s. per acre. An emergency spillway is designed at the driveway entrance from Mason Street. Overflows from the spillway will flow North on Mason Street to the Southeast corner of the intersection of Mason and Colboard Drive. An existing curb inlet is at that intersection. i f t Drainage and Erosion Control Report/Olive Garden August 5, 1992 Page 2 ' . The existing five—foot inlet at Boardwalk Drive is redesigned to direct flag into the detention pond and not directly to the storm sewer. Also, the two —foot curb chase will be removed and runoff from Mason Street will be directed to the pond through the new driveway on the north end of Mason Street. EROSION CONTROL j The sequence of construction for this site is to raze the existing building and then rough grade the entire site which will include removing the existing asphalt and walks. During this phase of construction, nearly 1 the entire site will be subject to erosion. The site is in a moderate to high rainfall erodibility zone. The proposed detention pond will immediately be used as a sediment trap. As soon as the rough grading is completed, the outfall storm drain from the detention pond will be constructed. Straw bales will! be placed at the area inlet as soon as the outfall pipe is built and before the actual area inlet is constructed. The inlet will then be constructed, and the straw bales will remain in place until the parking lot is:asphalted, then gravel filters will be installed around the inlet until the project and landscaping is completed. The straw bales will be placed,at least as high as the overflow elevation of the detention pond which isi 5033.65. The site is in a moderate wind erodibility zone. The building and the curbs will be constructed as soon as the grading is completed which will help control wind erodibility. The maximum spacing between the curbs will be less than 200 feet which is allowable for moderate erodibility. There will not be construction in the public rights —of —way. A gravel filter shall be installed at the existing curb inlet at the Northeast corner of Mason Street and Boardwalk Drive to trap dirt that may get tracked onto Boardwalk Drive. INearly all of the runoff from the public rights —of —way will flow into the detention pond. Runoff will also be filtered around the proposed area inlet. 1 11 This report and calculation are in compliance with the City of Fort Collins current design criteria. 7839 0 L SUBJEGI BY D A I C e- -ef SHEET t46.--Z- PFIOJECTNO.---------- ',c- 70,9 :ga res 7 4 ASon '57 . e .59� Z X.3a/�,�SG� = D, ��9 arts � 7-2V 7W e 471 C-.e,�V Zo 1�62f T�e - - - - - - SHEET I I 11 I I I SUBJEI;I ,—_ /�`C /^`t_�✓J _---. BY � /= �_S____. DAIL�,CIt`-��`'�L SHEET T_____—•___---_.. PROJECT IJO.---------- lop a �, 9:F7 "ram Lv�/iJ ' 6>�aicrr�r�E 2r1,a�_�2.�rS9D) z5rZ20)f(7cs/o�) cl— r, 1 ¢.� SG 0 �Z•aC -74 CV, S2 1 `�� Cz-/D = d' ma`s • ,S . rEAo s�//r �• /i/, �� d> GG�r6 " GGO � S= 4 t:Ga 9 � Ul/p G� ` ©' `� I R 1 1 1 _! 1 SUF3J El:l ----L2'"111�`�.L:�...' �14..�.•l;_. _�r-a.... ;! //„4+,G; SHEET c�1y Amy 2 S Z,c7 Ql/Gi���.r� �/ova � G•vr� I'�?Gril �d . 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Gsx .� �/�= �, 82 ofs 1 9- D9z x ¢z5.r.34k_ /.3, C�s 1 .1 LI 1 1 1 i SHEET IrYl T/.�� .� G= Cf. • A qr.' �� GRGss i/x�wi' •s�iuw,vc�ar�s .Y�r {/� ae 978 Zo88 / 71890 30 4. /S 40 3.5'o zZ, 717 so oo zB B/¢ ZZo z3 59 6D 8o Z. oS 3/ 835Z z /5'Z 1.7a 3Z 13V7 GGO �?17 /B, 79 Z /71 5 /4 ,Ov 907 7" 308 z3 a/9 .P�gai2�o sm/zo�� Z.37o.3�f /ay i 20 ¢O• Go Bo /4?4 I 7 SUUJECf BY---�/.%<l 1 %9�/• FF-1------ ------- UAIL pp li� - -- ---------- ------ SHEET NO.-�O---- PROJECT NO.---------- �z o 1 1 a a r�"C�•N�' �j`E o�yY I-] I 1 I 1 1 1 ���.P�cNGy 0`�2�LD�✓ = az/ wa ' 45- G./ C�s 1 ,1 SUBJECT__},��/s�:+___C BY_c-1L��.'ir�L<�__-_ OAIE-ZJ��'i�:. SHEET NO.---�L-_- �-'.t!"✓�'..'�"�1.7/, PROJECT NO.----- 0e. Grificc _ O,GS � x3%Z � �z hr9/,G✓a�./,mac �aPeai� 4 �g x.4 �•,e SUBJECT `---OIYC- �Q%��C�f� --. BY_✓a��__-_UAIL/v L• SHEET-- -- LLGPL'L=��-L�Lr sue__. PROJECT NO.-_-- I ' SUBJECT ----`- "�-•'aLr ti:.:w�%'-J :J:?`....� __—_. ��'..%.:� .� ,i a ).r .. --- —-----_ 'r✓f9 ✓l"�'-+ =— SHEET NO.--_1y.L—' PROJEr�CTNO.._ •'-j� )) Y— /,l y�._.G:___. " vim'- ./s Tim Z NG e > %9'aE encase c�v �_ I 7 I� PZ f e e e.risl��5 I � i !d Carry i��ci - .511 1 No Text ' 30 z 20 ' w w U w ' a 10 Z w a ' 5 rn w ' cc 3 O U 2 tL .. ' 3 1 .5 RUNOFF FA 0 �milli� �/��II�II■I.■�-����M■■■■� ��C/iiAMIF iii�iiiiiii ' 1 .2 .3 .5 1 2 3 5 10 20 VELOCITY IN FEET PER SECOND ' FIGURE 3-2. ESTIMATE OF AVERAGE FLOW VELOCITY FOR I USE WITH THE RATIONAL FORMULA. ' .*MOST FREQUENTLY OCCURRING "UNDEVELOPED" ' LAND SURFACES IN THE DENVER REGION. REFERENCE: "Urban Hydrology For Small Watersheds" Technical Release No. 55. USDA; SCS Jan. 1975. ' 5-1-84 URBAN DRAINAGE d FLOOD CONTROL DISTRICT No Text i 'I ..nc�o:PLO. LIMP I Solutions by'Kutter's Formula^`C9,ois puc 55 • . !, ti Yo%rs of 'p' 8 • mac. 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Fig. 14y Diagram for the solution of I{utter a formula for circular pipes .i . flowbig full - --.-.. ✓.mac. _._....._____... � ,. 1.0 12 II 10 .9 .8 10 6 . .8 f F 9 U. q ILL i U. 7 8 W 3 �� z a - vi. 2 6 P 7 a bD ILL: O %� Z t .5 6 -- ExampleLParf a_ J 1.0 Z -.8 _ _ w a_____ a. 1n\ 6 0 u_ 5 = z o .4 Z \ Ia z .4 = 4.5 z 3 cv w x 4 o O.Z/ _ 2 o 0 0 F z (D 0 3 3.5 z z \ ' w w a J I ¢ o LL 0 0. .08 F .25 3 ~ x 0 .06 c=a ca � _z w o .04 it 2.5 = w w .2 a .03 a } 3 F Q .02 0 a = 2 a ►- U 15 W-1 I -L 1.2 u a w 0 u_ 0 0 1= a o: 5 4 3 2 1.5 1.0 .9 .8 .7 .6 .5 .4 O-34 .3 .25 .2 .15 a ' Figure 5-2 NOMOGRPAH FOR CAPACITY OF CURB OPENING INLETS IN SUMPS, DEPRESSION DEPTH 2" Adapted from Bureau of Public Roads Nomograph ' MAY 1984 5-10 DESIGN CRITERIA RAINFALL PERFORMANCE STANDARD EVALUATION ------------------------------------ PROJECT: --------------------------------- OLIVE GAZVEN le6JTAuZAN7- STANDARD FORM A COMPLETED --------------------------------------------------------------------- BY: fZ.�.p— DATE: S 27 i DEVELOPEDIEROOIBILITYI Asb Lsb Ssb Lb Sb PS SUBBASIN ---1- ZONE I (ac) I (ft) I 1 (%) ---- - ---- Mo PA7GI ------- Z,73A..1 -------' $Cjr}' ------- i 3,07, ------- i-------i ------- 14 /6 I I sq 4- , 9?,o —FaOnT.a?4Z 1 B-A ---------------------------------------------------------- DI/SF-A:1989 a ' ' 1 EFFECTIVENESS CALCULATIONS ---------------------------------------------------------------------- PROJECT: 01-/v6 GAr-peAj L'ESTAveA V-r STANDARD FORM B COMPLETED BY: _ P—A,p DATE: s1z-71 9 Erosion Control C-Factor P-Factor ' Method --------Value - I -------- -.i� -------ValueComment ------------- Bg-z6 o�-�- /, Od /,00 SEDIM6AITTIeIgp /.00 0.50 ' BV\L bI AJG 0.0/ /,00 As pHALT 0,0/ /,00 - ---------------------------------------------------------------------- MAJORI PS SUB AREA ' BASIN (%)-- BASIN CALCULATIONS -(Ac) ----- - -- - 2.734r. -------=------------------------------------ BVILt-INe AecH = O-Z4Ac. BAR-G (ozovNa _ 0,67 . Ai PH,gLT { WTb C.° C,OIX O.ZG)t�l''°xO,c����O,Dix 111) Z . 73 wTti P = 0. SD Ao,s0 EF � _ •(l-o. ZS-xo•sox0•so�x/cx�= 90%,.� n ' USE- /-P-b Avg. Bowe E.V "ODECH7"E �C N iaH. S ev'r = 0, 74 X C. F—s X Iq ' / �L 0,34 X /6.0 X 2.73 = Zz•B L..\SEDIML+NTSYar-A6E ' EXCAVAr[ Onl " I I BA.CIA! VOL uMC'/00 ydyAah=E = /oo X z.73 � z75 737/ cv,FT, I I I I POAID VOLve16 _ z4,99.5eV.1---7-, o G ' I----------------------------------------- ----------------------------� HOI/SF-8:1989 I. 11 11 M I 11 1 1 CONSTRUCTION SEQUENCE PROJECT: 01-ivE GAPDEAI RErrAwe—AA)-r SEQUENCE. I OR 19 9 L ONLY COMPLETED BY: P— . A . 2. STANDARD FORM C DATE: 5/z7/ 9Z Indicate by use of a bar line or symbols when erosion control measures will be installed. Major modifications to an approved schedule may require submitting a new schedule for approval by the City Engineer. YEAR MONTH ------- OVERLOT GRADING WIND EROSION CONTROL Soil Roughing Perimeter Barrier Additional Barriers cures Vegetative Methods Soil Sealant Other - Bu i� o iu RAINFALL EROSION CONTROL STRUCTURAL: Sediment Trap/Basin Inlet Filters Straw Barriers Silt Fence Barriers Sand Bags Bare Soil Preparation Contour Furrows Terracing Asphalt/Concrete Paving) Other VEGETATIVE: Permanent Seed Planting Mulching/Sealant Temporary Seed Planting Sod Installation Nettings/Mats/Blankets Other F W4 L LAN DSCAP4U6 IJ IA IF!MIA- 'T IMITI11S101A)ID I ' I I I SeDl M e ur Tr.A P iJ E ,Si vG Sr KAw RALCS'WILL eG PLAC6'-i� J�AIAIcD,AI-g LY ^ND THE gLe P.i ,' i I E-WS7-/NL OvYLEr PIKE Se. back n , I AT THE AA 0J, GoF,vcs� of I p��ro✓ed rAylars re�y vr6%y I 1-14G Pouf wlL.L. B6 mv64eJ, eA9"4e4 Eder l'ne o, I �rS4-ra Di1 SC�vENGC, G.--"-AVEL L FITSe- ON 5)(IJ TINE .1_NL67,AY N.W. Coy ,v6r or ! F-OA v_q W /AL,k E M AJPu 2N76C- SEG1/0AI. SHALL B E IMS 7A6LEo Z MM6p�g76 L� % "AJ� JhOWA f (taf Wa-o I I I ----------------------------------------- STRUCTURES: INSTALLED BY VEGETATION/MULCHING CONTRACTOR DATE SUBMITTED ' HDI/SF-C:1989 MAINTAINED BY APPROVED BY CITY OF FORT COLLINS ON V4,4- 'Gd' 7/0 a- '73 �/ U _A.. , ? 11 0 0 0` Y 9 0 0 0 0 d 4' 4' o 0 INNUM 4, l.nD I.' •_ x:u oMUR — me PLAN VIEW �!NUNN t.JQliu�fWAt' V. 41dtkf - � \ 1 1~ -, •' • .. eS..nrrtF . I �X�-"rt a SECTION A-, SECTION 0-2 ^ ..r. RAMP 3 C -J Q --- 14 6,Ai, 6 AVM. V w , TSI /iUN a AREA INLET LlcTB/L RE/7fE0 S'GURB L✓LET •'•'•' •"•'.MM, •, aT T Cou OEwADO ...TWIT.... .,..... .......... D�tdGNED WALK }AMj' P�AII o Ne bLALA I ,•Mo. .. lilI 00 III I "MMIE111,— ,FTWDAS NiXw C-� 1 1 l l E swi c. elF(v 1 OLIVE GARDEN i NINDIN NYE FieL!syrv/ J c 6I� 9 JO Tiba+.0 � � � JOFJADD ,s,.,s.///.E,Eh r r rsso GwR fiJ r ,v rasa BOARDWALK DRIVEEN z %•' � s a� 7 c a �6 RL 0VUCKEY FRIED CHICKEN IMMr /dns..'pirtls"fl.n�J _DINIMMIN MUMMM,on, DUND nj rhea amiss rry- S-"T"MUNIND AND WWN— Fir NJd ief .C/EM'SN<6T P6Jff.C>/af✓.. .,o,. G/rifi• Jn✓/JS PG.If � o6fNlc - �� TRJE NORTH PLAN NORTH ® ^"'UF�'I' PLAN Noxm FOR Roots ..®m,��. �,�..�..� FINISH S EDULE DNEY C2.01 STORM &SANITARY SEWER PLAN Tu � �._On TY%CAL TRENCH W aro .6 c/ Ty a� 6� /J.swaAsa: �✓ /.i Gne 6s/w Jil.+n �. n r� MMoEE 5T!l/.f RWlS�J l 1 04 bry CmwpTfs BAN N� DA I RENSIONS I BY IN II= rc 11 ecMN CONTRACTOR SHALL KRIFT ALL COMMONS AND DIMENSONS AT THE JCa SM AND NOTIFY THE ARCHITECTS OF ANY DIMEN- S YNAL M ORS, MISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABSCATNC ANY WORK DO NOT SCALE DRAMNGS a 99AF LLI 3 >OZ o U) Not U 0 a 0 0 U z 0 U AN LL JOB NUMBEfl 9756.00 OF SREE15 DALE CF OMGINAL 15511E 03 JUN 1991 .w.^1e 01 Mt [ FTO00cAs Mn ....... ;I01' itlafalw thaw^ *w ^I.XtX,•_,«•°.t•M 1 to w nt11t1 w• T", Saint%" IF IT 1yoil cwl+mnw ° EO P CIA •all ntlu mi Arrived Trump, eftwo W" it Audi t 1 1 4 � /L TRUE NORTH PLAN NORTH FOR POOH FINISH SCHEDULE ONLY (1) n I. tim`S`"I" inn Y' l� tt ati rm oft limn. e. �, will oft ", W " Ali e.0 swat. all". W In an. wt.�y. AN s Iw«. wr. rl°.r. su.l « WolX^ maps a..Iola. 4. o^.nrw`6. All nv Xt Wn rl M. rt II. t .«.y«Sl.re ttsftw Xt ftllnW "till MINI 7. Wensw W rftW TWy^l iii'°a;YwX Art t W ra mt A STANDANDS MGWt ar.. ft. FON 1-1/2• 6 T• WJI METFNS k.O.0 RA:A - SR,FW BIN.'.0KS L3• WOAS Al ,annot A >° i fU 4 y aftery.t _ R, or ao aZ �/ iJ . E N y rar 62 /! T A ,P S x ' Day, ` BdT C dI / -� J3 -�- /��a>/F� ,C�1. cyFifl�• / s-ram/ BOARDWALK DRIVE -- ri \ 0�{rMl+�a//1� 2. Fc Mz &Fzr Ors CG ♦ .�. sacs .,,s >,Fr,f 6�y«/y h,G T l C C.W/N FLBq 3 aB parmeff AS 6LIvrM/ Sf CF \\\ f �'d ��3 COCCE6G AY6..SY/L(lbbV: O 33 rvs y .JC O \. / - 4. is 9e S./s �GATs / Qpp{O•YgLC ,SL68.F1/N ' O. a3>crra J3 /Y4rW /M.FSON .TY699J/N: O /SC xro A 33c5 �5.� rl.Rf �\ S• �/� >6/< .Pwvvr/tT cuss � 3>/ GotplI e sI s.r+> • »lea 000ISI I,, flYScr YFP. F CKFY FR-c9 � dl�KfN VIT _t/ ,Pc9v.rno cMWlCvrY e3 >o3sr �i ry`r' f CtWCE.rT.«.PnvN PV Nr O q,. o.as�; g.im�. G rv)ef ? LYJy"ed i8rrd�1�[ac.T�: zB, oo>Sr C�CNTA?gr/ON Gi OZ 069 f �..Q� J �M//,1•p(T COA/CCN,TR(>T/ON b/O QZ , 3BC cjI Q .GBZcJi'Qy/3.6/H B 33 iir�'sF1� �+i posmi d336S're i! 9 L3n�hgiT Ali rhos a/{u-33 GS PLAN NORTH f Ali U;jIn�nsT� J C1.01 GRADING &DRAINAGE PLAN 1" = 30'- 0'. n.A:J'AO CITY GXIHELR kit b� ,. tell treat. r«Ib . ° .<ry at a Shall of [«t`1 Of hat [Cl�lft .b° pe t«r«t •t ears. •�^ v. nn °Any [ on «««Inert ll Mr Smmcul tells same star the a ,A;A of t CityTanta.:°« them W sae to pani :°en:by ft«�aar e ftprtl Will,.;"@I turn 2� army am e n:bu: ny Employer amheftb .e .al�..itrt ";n°t:rte tea am 3r The ape ANAI It shall by the responsibility or, ",estate y^am bolster" am protto, of all « till rate of IM a;lf:m.t W Ca.enl impossible A °r.r,w au 4. Aft M/°r I A W. W I`"1..r Ay off i°lty Y °,vine say :oupwre a t .M last °a u�m am o thorn, : all «omit t.W« ea.. to I landefft "a) °rtbttm Uri t tummy Cur y«~ W by w stir Cepat" M I" Nepal sWll b Yn 1. before `t~ µtnCblll".•Sa r U,N as. M Itna."n N.IIt` bland «w ° the a ••rl•uS .11 M," patterns 'hall b Vary aor ties en re r i10hy to l alow the 11 e, caft put All Impressive m! for r"enll.t..,rise"NOT b w ^a too ylfta°r of to I«o.I"t. Alfier to time commissions my ftI 0,11 rt arddrb ¢ h the Cittr`astratfo rester to uO lean 7. two CITY tY [ eto tape[mrs.aaC~tft of &mynt nay-% w too °anrabor .algive s 6 h°mr Wet IM °r°K 01alft Cap, letter r «LL. 9. n°gt Iallel« mail Am till m,p iblllty a is">w. rt. 10. xmlr Color °nr aw lift IS 41 to" W Wlr purr Ir 6.5 [«t. 1 to Imo; 1nw aw W sxfar¢o by W Cltyynreflatt°" of the esmrw r n1 l.o. by I «a «[In«. t tt wrote to .C..O by the Ste ,arrUttllity. It If AI 1, ae b install u tilitoo 4rsbr o Stan m<rvptl« blp alturnotarP 0.^It 4 el[ y Mr«y In Sw. pNnul. tWtlw °um. or r ters of time Assay Saba. CONTRACTOR SHALL MERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY T11E ARCHITECTS OF ANY DIMEN- SIGNAL ERRORS, OMISSIONS M DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORN DO NOT SCALE ORAWNGS c X AS d = � W �F~—J 0 Z ()3:SIR JOB NUMBER 92086.00 ici OF SHEETS SATE OF gNaNAL ISSUE 03 LN lest Sol 9 8i GATE OF THIS PRINTWG