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HomeMy WebLinkAboutDrainage Reports - 06/12/2001$TEWAR,r&AssOCIATE$ Consulting Engineers and Surveyors June 8, 2001 Mr. Glen Schlueter City of Fort Collins Stormwater Dept. Fin lived Report P.O. Box 580 Fort Collins, CO 80522 �j • �8 /z�0� Dear Glen, This is regarding the addition to the Avert Inc. building on Lots 5, 6, 7 and 8 and a part of Lot 4, Block 123, City of Fort Collins. The addition was accounted for in the calculation of the required detention volume when the original building was constructed in 1996. The area of the addition was estimated to be 3000 square feet in 1996 and the proposed addition's area is 2,934 square feet. Including the addition, the required volume of detention would be 3,576 cubic feet and the design volume was 3,828 cubic feet. The stormwater detention pond was constructed in the parking lot. All of the lot was developed in 1996 except for the building addition. The requirement for extended detention was started in approximately 1999. It would be very difficult to provide extended detention at this time due to the fact there is very little area that is not hard surfaced at the discharge end of the detention pond. Structural Best Management Practices were considered at this time for the site. Minimizing Directly Connected Impervious Areas would have been possible in 1996, but would be impossible at this time since the parking lot and walks are existing. There is not enough length of discharge facility between the parking lot and the Remington Street curb for irrigated grass buffer strips or a grass lined swale to be effective. Therefore, we are requesting a variance for the requirement for extended detention and other Structural Best Management Practices. I am enclosing a copy of my responses to your stormwater concerns for this site. I am also enclosing a copy of the Grading and Drainage Plan that has been revised to show the proposed addition to the building. If you have any questions regarding this matter, please call. Sincerely, „%„U§ a q A. WN (�a� Q' Richard A. Rutherford, P.E. L.S. ,t ;5028 RAR/meh _ 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 1 1 1 1 1 FORT 'R01'g OF munu .,� �•• tt , :' %�Me FINAL STORM DRAINAGE REPORT FOR AVERT OFFICE BUILDING PREPARED FOR DEAN SUPOSS DECEMBER 20, 1995 STEWART & ASSOCIATES, INC. 103 SOUTH MELDRUM STREET FORT COLLINS, COLORADO 80521 970/482-9331 ' STEWART&ASSOCATES Consulting Engineers and Surveyors ' December 20, 1995 0 ' Mr. Basil Hamdan Stormwater Utility City of Fort Collins ' P.O. Box 580 Fort Collins, CO 80522 Dear Basil: ' The following is the storm drainage report for the proposed Avert Office Building to be constructed on Lots 4, 59 6, 7 and 8, Block 123, Fort Collins, Colorado. The site is in the Old Town Basin and is bounded by Olive Street on the North, by Remington Street on the East, by an ' existing two story apartment building on the South and by the existing alley and the Perkins Restaurant parking lot on the West. The net area of the site is 29,400 square feet. 1 .1 I The site slopes at approximately 1.0% grade from Southwest to Northeast. Historically, the site was fully developed with a church, a duplex and a single family house. The buildings were demolished sometime after 1973, and it is now a vacant lot with a meager ground cover of weeds and grasses. There are existing storm inlets on the Olive and Remington Street sides of the comer. The inlets drain to the end manhole of an existing storm drain that flows East in Olive Street to the Cache la Poudre River. The historic sub -basin used was bounded by the right-of-way lines of Olive Street, Remington Street and the alley, and the South property line. The historic runoff coefficient was calculated to be 0.56, and the historic two year runoff rate was found to be 0.79 cubic feet per second using the rational method. The Old Town Master Drainage Study assumes a 60% imperviousness. Therefore this site complies with City requirements. For the historic basin, the net area exclusive of the streets was used because the streets and alley do not drain onto the lot. The developed site was divided into two sub -basins. Sub -basin "A" is the net site containing the proposed parking lot and the proposed building. The runoff from Sub -basin "A" will be detained in the parking lot and discharged into the Remington Street gutter. The required volume of the pond in Sub -basin "A" is 3,072 cubic feet, and the actual volume is 3,828 cubic feet. The actual volume was used because there may be a future addition on the South side of the East leg of the proposed building. If the future addition is built, the required detention volume becomes 3,576 cubic feet which is less than the actual volume. James H. Stewart and Associates, Inc. 103 S. Meldrum Street P.O. Box 429 Ft. Collins, CO 80522 303/482-9331 Fax 303/482-9382 I ' December 20, 1995 Page 2 ' Sub -basin 'B" is half of the Olive Street, Remington Street and alley rights -of -way. Sub - basin 'B" will continue to discharge undetained into the two existing inlets at the intersection. ' The detention pond on Sub -basin "A" was sized using the mass diagram. The area used in the calculations was the net area of the lot, which is 0.66 acres. The runoff coefficient used was ' 0.71 which is the developed coefficient for the developed net lot. The allowed discharge rate used was the historic two year runoff rate of 0.79 c.f. s., discussed on page one. The outlet pipe from the detention pond is in the right-of-way of Remington Street. However, the pipe shall be maintained by the owner of the property. The construction schedule will have the overlot grading being done from March 15th to ' April 1st and the foundation being started April 1st, 1995. The erosion control methods used will be a silt fence along the East lime of the lot being erected March 15th. As soon as the detention ' pond is graded and the outlet pipe laid, straw bales will be used at the pond release pipe. After the pond curb and gutter are constructed, the straw bales will be removed and a gravel filter will be built. The foundation will control both wind and rainfall erosion on Sub -basin "A". ' The runoff and detention pond calculations and the erosion control calculations will be a part of this report. The overall utility plan and the grading and drainage plans are also included. This drainage report and the design of the drainage system are in compliance with the City of Fort Collins Storm Drainage specifications and criteria. If you have any questions regarding this report, please call. Sincerely, Richard A. Rutherford, P.E. & L.S. ' President rsc 1 I 11 1 1 1 II STEWART&ASSOCIATES 10 S. ME 9 RUM,FAX FORT COLLINS, CO 80521 Consulting Engineers and. Surveyors By: - .F A R. Date: �( ,, / , f-. Client: 1) E ,4 ,V -FL) p o -r Sheet No. of_ Project: A✓ a-P -r n itr =!, = R J R 1�j/ ni � Subject: . C_T- n e- M. U a r c a IF v,yn --r --. - __9,_¢C-� LN--z.4 rz.;a__a_ FTC o:• G�¢ 4�... IT. ai P. .�✓o�._ ft re, .._� _/3, 30./ F7= �}S•Z�o Su�'t`�/ i__-P$V_�OVJ ..m_. f .L_� q (o. za. n _ a•s�) .__- 0•S L -- --; 71 — - /L k z, k . . .. - All- OW A L9 ._0 .�7 _._. .._O, I�. 3 G.FJ. OvTCETKq- _ _liui QrayR. = 0.5(o x 4.?zx D �7 =.. _I•�7 c.Fs, Tr--rr44,N ._.M.,,-r. Q�oo biz. _ _► z sx 0's� x _� x. 0,�7=. 3•z q- O L)!T L e T P! Pt= -- ' 0.&P—A.FA4 F0� ..i�UTTE�s i �2MVLF} I __ STEWART&JkSSOCIATES Consulting Engineers and Surveyors 103 S. MELDRUM, FORT COLLINS, CO 80521 PH. 482-9331 FAX 482-9382 By: Date: Client: Da A ni Jv P o-rr Sheet No. Hof Project: A y a 9- -r c, F- u a, m Subject: S 7-6 z M tA ) A IM- P. IC r l 00 = Z= 7- 4-- jo, .. .. ...... G 0 Z- o.,-7 Tc- 1k, jc:7., I L—j— ­J STEWART&ASSOCIATES 103 S. 938 RUM,FAX FORT gOLLINS, CO 80521 Consulting Engineers and Surveyors iBy: r2 A PZ Date: 2 Client: D e AAi s o P o s-r Sheet No. �;- of Project: A v c-,e,1 Subject: -r o r- m .f A -r - r 0 r 53 --A c -. _ z 3, /00 r ' 4�—�... p� �'E LO.�f?E'�� . � ---. :. ._.� M PEA''✓���' r2-5 �_,_ /B, .,�i�d __, BD Q' °o -..._ .._ A -re Ela .(.0•zoA 0"? i r � r , r , l._--.o,8c)Z,o'� 75 37sFr -. _._.,.pr:v• zy"e 0•53 4-0 _peg +. Q .rote. = D� $ 0 X S. G 3 7 Mau. __ 0sV• Q100yQ Ls x 0.80 x 9-Z X0•5*3 i , , I I r l r - r • � I i I I r STEWART&ASSOCIATES 103 S. LD1RFAX FORT gCOLLINS, CO 80521 Consulting Engineers and Surveyors By: y 4 1e Date: Client: D E- A .k) J v P o.rr Sheet No. le;- of_ Project: A v e z.T D F F l G E a/ Subject: ET Jr /A G A 'N FOe A-r rHOwN I I I [] I I I I 100 ..I too C J J II 4000 I IOU I r t___'•T/M � �_._! 1, aCf G A ;_�— .Q [F,J_1- ��/ OG. � �i �_ T U.. V d L vM„ E d uT _E.UT�U�U _.=ZSsD .Fr'. _ 474--.F73_ . ._..Z07G F-71 --9 4-5 Z7 319 ... 30 4 z '-s / U Z 3 7 0 . _ Z 9 4 0 . L•:AS-3_ _. __ ._ . SSoB Z.54-o . LL L S 20 zl,3o 3G.-' —. L_...S�iZ� 33) 8 Z394 jot _, Z•oG. _ __ /._Z.Z __: SBSG 379Z, ZD64 G74- 616 94 6 53 Z 0 � Sb U , r �I 1A 1 � ! i l0 20 30 40 50 co 70 Ao go I ZO (80 I I I I I I I I I I I I I I STEWART&SSOCIATES 103 S. MELDRUM, FORT COLLINS, CO 80521 Consulting Engineers and Surveyors PH.,Q2-9331 FAX482-9382 By: p 4 P— — Date: Client: D �A AJ , f " � "".c r Sheet No. -7 of Project: —.-A\/Ea--r Or-=ir-r-- Subject: R 4 m --I:- r- 3000 5,Y"' A r->P,1-r1o.1) j bAS-1,V A_ r.. . ... ...... ; ---- -- ------ -- - - - 7 ZZ, rp-7- --7 0,7r54) V01'Vm6,TAJ..;'-- VJUU Al zo S;.2 a 0--'45 2 -73 9 17 .--jo ----- -- Z8 —547 �L. 50 3.09 '10 L I-34- Ap 43L 3712- -2.6( 6.94- eo r SEc SHE E- -r L .3/09 DE Tc- AJ 4-b 0 ?I �q 7,9SZ Z. G 4C ZZGS /0 So Vo e- U A4-F- ...... . . .. ...... T4- 7 9 ------ I STEWART&ASSOCIATES Consulting Engineers and Surveyors 103 S. MELDRUM, FORT COLLINS, CO 80521 PH. 482-9331 FAX 482-9382 By: P A-,e, Date: FEsa. QO i�9,rClient: D r-A nJ S(,Io v.rr Sheet No. -a—of Subject: I C o R-M UJ R T E z, P U A,1 o F,= 1_;N_0Ff-'__�D.M �.ALC6y__;p_4.,c.t9 VG_LOT_ ._ : (S_ Sp qc�J) =AI.T� JE'TEi✓ ]oN�� 7 I - ._. (c.1. _,o,95)- zo'/Z .r. 7Z .A4 z�x,e.� i t I _ ' —n - o, 017i-- g. P ti,C ...P ,o ci. 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FROM E/�Z o .5e-oc&eorSAre- 9A= Z00'X 400= J H w Tc 5 S%_ 2.0 v. 14 B 11ft -A _- B_7 (/-1 -0,bo) /&0 4,. 4-o-o,--r � /I,6M,N. r 3.Mf.,.y Zy-r1Jerc. - I — IS /A U , 0,G k Z,l k l.$4 = _Z,3Z c•Fi• /,SBcFl t �_Q In-.y0,6 x -3,7 X /,Y4- =; 4,09 C.P,1, _ok-< Is-sen o,t </S g, I 1 1 1 1 1 1 1 1 1 $TEWAffr&kssoc1ATE$ Consulting Engineers and Surveyors 103 S. MELDRUM, FORT COLLINS, CO 80521 PH. 482-9331 FAX 482-9382 By: P A k : Date: 313 I% Client: _D E Au .Iu v orr Sheet No. %oof _ Project: q v e -r © r F l r Q U, c, D i Al Subject: J -r o P—P l.(J A -rE R. C A p A c t -r,%l o r= n_ Iy= S-rp E F i �c, Sstn TcL 7. a�c,ev. e6.Zo i - . 2/3. d, o/` ..1c . 2, S x C�`) _ _ x CO, 0/s �� = 4 B • �. F, f, 1 I P-�oAn .oF �-Ocfc - G2oJ1 Leo=/SOX4S0 1,4 Y5 -Aisu..Mc._.Cs 0&_.90 = 74,J0-0 F-r` 8..70•70)l+}0''._ 5-0 Fr _ �. 3 Mii1. t 4 r n� v, }. • _ !-Q o i x.. 4�Ssi'� !�;-7/ -. �. oo C-:r-f.._ ok .G. fe,ec —r zS.x O%9-o__X_7rZ;-G`Fs- T NoerN /:r- of Du ve lT- Ar-• S /r 3S% T - ' 4�Fr _ 1.3 /w I i I I c FcSJ E u u_- �- ----:_-- • UDINLET: INLET HYDARULICS AND SIZING ' DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ------------------------------------------------------------------------------ SER•Stewart and Associates -Ft s Colli' nC o ora o.. 1 d ........ N DATE 04-01-1995 AT TIME 08:00:24 ' ** PROJECT TITLE: INLET DESIGN *** COMBINATION INLET: GRATE INLET AND CURB OPENING: ' ***GRATE INLET HYDRAULICS AND SIZING: ' INLET ID NUMBER: 20 INLET HYDRAULICS: IN A SUMP. ' GIVEN INLET -DESIGN INFORMATION: INLET GRATE WIDTH (ft)= 1.25 INLET GRATE LENGTH (ft)= 2.50 INLET GRATE TYPE =Type 16 Grate Inlet NUMBER OF GRATES = 1.00 1 SUMP DEPTH ON GRATE (ft)= 0.20 GRATE OPENING AREA RATIO M = 0.60 IS THE INLET GRATE NEXT TO A CURB ?-- YES Note: Sump is the additional depth to flow depth. ' STREET GEOMETRIES: STREET LONGITUDINAL SLOPE ($) = 1.00 ' STREET CROSS SLOPE ($) 2.00 STREET MANNING N 0.016 GUTTER DEPRESSION (inch)= 1.50 ' GUTTER WIDTH (ft) _ 2.00 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 11.31 GUTTER FLOW DEPTH (ft) = 0.35 FLOW VELOCITY ON STREET (fps)= 2.91 ' FLOW CROSS SECTION AREA (sq ft)= 1.40 GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(%)= 10.00 ' INLET INTERCEPTION CAPACITY: FOR 1 GRATE INLETS: DESIGN DISCHARGE (cfs)= 4.08 IDEAL GRATE INLET CAPACITY (cfs)= 6.14 BY FAA HEC-12 METHOD: FLOW INTERCEPTED (cfs)= 3.07 BY DENVER UDFCD METHOD: FLOW INTERCEPTED (cfs)= 3.07 1 ' ----------------------------------------------------------------------------- UDINLET: INLET HYDARULICS AND SIZING ' DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD -----------------------------------j;E-R--:S--t-ew-a-r-t and Associates -Ft Collins Colorado.. N DATE 04-01-1995 AT TIME 07:57:09 .••••.•.••••.•.••.••••.• •.. I** PROJECT TITLE: INLET DESIGN [1 1 1 *** COMBINATION INLET: GRATE INLET AND CURB OPENING: *** GRATE INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 10 - R6MiNGTom S-resar INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: INLET GRATE WIDTH (ft)= 1.25 INLET GRATE LENGTH (ft)= 2.50 INLET GRATE TYPE =Type 16 Grate Inlet NUMBER OF GRATES = 1.00 SUMP DEPTH ON GRATE (ft)= 0.00 GRATE OPENING AREA RATIO 0) = 0.60 IS THE INLET GRATE NEXT TO A CURB ?-- YES Note: Sump is the additional depth to flow depth. STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) _ STREET CROSS SLOPE M _ STREET MANNING N = GUTTER DEPRESSION (inch)= GUTTER WIDTH (ft) _ STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) _ GUTTER FLOW DEPTH (ft) _ FLOW VELOCITY ON STREET (fps)= FLOW CROSS SECTION AREA (sq ft)= GRATE CLOGGING FACTOR ($)_ CURB OPENNING CLOGGING FACTOR(%)= INLET INTERCEPTION CAPACITY: FOR 1 GRATE INLETS: 1.06 2.00 0.016 1.50 2.00 8.75 0.30 2.62 0.89 50.00 10.00 DESIGN DISCHARGE (cfs)= 2.32 IDEAL GRATE INLET CAPACITY (cfs)= 2.46 BY FAA HEC-12 METHOD: FLOW INTERCEPTED (cfs)= 1.23 BY DENVER UDFCD METHOD: FLOW INTERCEPTED (cfs)= 1.23 *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 10 Cl Z) (13 ) RAINFALL PERFORMANCE STANDARD EVALUATION ------------- ----------------------------------------------------- PROJECT: AvraT 0FF1ce !3 Ule-D/N6 STANDARD FORM A COMPLETED BY: )Z a DATE: DBa S194d ----- ----_---- ---- ---- --------------------- -------- ----- ----y----I DEVELOPED ERODIBILITY SUBBASIN ZONE -- ;A; ---- AA. oveaATe m u Asb (ac) ------- 0,S¢Ac, 0,13,4c. Lsb (ft). ------- 1 S 0 -/1-0 Ssb M . ------- 0, 99-% 0.000/p Lb (feet) ------- Sb M I ------- I------- PS (a) I I I i --------------------------------------------------------------------- illt /U_6 • 10"10 I (14- 1 1 1 [l [1 1 --EFFECTIVENESS CALCULATIONS ---------------- - ---------------------------------------------- PROJECT: •AvEa-T OFF/G6 15 vii-vi.v& STANDARD FORM B COMPLETED BY: R A F- DATE: DEL S,/944- Erosion Control C-Factor P-Factor Method Value Value Comment /. 0---------- 0 --------------------- S6WmOA/TrA4 /•p 0•76- FOUND.4TlOAj 0101 /,0-0 Ajp04tT4 Cove. C-01 /. 06 II (oieAus1- Fiaset /•po 0,90 1 Srr-Aw 8AL6 /• y-, 0,66 E------------- 0. p - /• 00 40 MAJORI PS SUB AREA -- ----.. BASIN ----- (%) ------ BASIN --- (Ac) CALCULATIONS orA� - m------------------------------ 0. 5�44 t3 LU E -, (; P ,9 S' O, d °/ 4 c. 3Az-,j0Ic- 0.39AC- F"OV A/D A-rXA1 6. 0 (o . D - /3At• U/TD,C:(G.o"08)+l.o) + (0.01;k to 1>F' c c 0, S 0 k 0, 80 - Q, g-o F-OUA/DAT/o,j 0,13 A. I I I W TD C. = O. 1,3 , 0 1 l 3 0,01 G•G74( c)Ip P _ /.v E fF = (01705'X p s4-� + (o. q90 0. I3 1 = 76. 0 % 73,S.ve }-RJn T-A5Le S,/ :ED,n6Nr7e As .A: STRAW BALE = 0.E• ' I--------------------------------------------- HOI/SF-B:1989 1.. '. 1. U 1 . , 1 CONSTRUCTION SEQUENCE PROJECT: AvE,e-r DFF%cA 80,1.D..1C STANDARD FORM C SEQUENCE. POR 19 95 ONLY 'COMPLETED BY: Q, ,4.,Q DATE:yeo.5, �999c 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 Vegetative Methods Soil Sealant Other FouA!D ATiow 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 F#UNDATtON VEGETATIVE: Permanent Seed Planting Mulching/Sealant Temporary Seed Planting Sod Installation Nettinos/Mats/Blankets Other .'----------- 1 T I F I � ------------ AlA IM I-r :r AIsIp --------------------- ---- ---- ---- 1 1 STRUCTURES: INSTALLED BY MAINTAINED BY VEGETATION/MULCHING CONTRACTOR DATE SUBMITTED APPROVED BY CITY OF FORT COLLINS ON HOI/SF-C:1989 to JANUARY 1991 8-20 DESIGN CRITE.ITA II s 11 � 11 1 � �aS Il:al: •II''n' :n: I11111 � :I11111: "•I �tl�:lf. 711T.IC :III �L u .5 41 L . .. . $ inn (17; STEWAU&kSSOCIATES ' Consulting Engineers and Surveyors ' December 12, 1994 Mr. Basil Hamdan ' Storm Water Utility City of Fort Collins P.O. Box 580 ' Fort Collins, CO 80522 Dear Basil: ' The following is the cost estimate for the erosion control facilities at the Avert Office Building site. ' 1. Silt Fence (130 L. F. @ $2.50/ft) $325.00 2. Straw Bale Dike (I) $75.00 ' 3. Gravel Filters O) $100.00 ' The cost of reseeding the which equals $876.00. 150% of entire site is 29,400 square the reseeding cost is $1,314 feet @ $0.0298/S.F., which will be the required collateral. ' If you have any questions regarding this cost estimate, please call. Sincerely, Richard A. Rutherford, P.E. & L. S. _*1 5 0 2 8 President rsc i : ,r. • � 5•:. James H. Stewart and Associates, Inc. 103 S. Meldrum Street P.O. Box 429 Ft. Collins, CO 80522 3031482-9331 Fax 303/482-9382 l�al ' 3032211526 AVERT INC F-866 T-299 P-001 MAR 29 '95 16:13 ' EASEMENT DEDICATION ' KNOW ALL MEN BY THESE PRESENTS: That the undersigned being the owners of the following described land do hereby dedicate and convey to and for public use forever a drainage ' easement described below, provided however, that: acceptance by the City of Fort Collins of this dedication of easement does not impose upon the City a duty to maintain the easement so dedicated. ' A drainage easement situate in the North 10.00 feet of Lot 4 and in Lots 5, 6 and 7, Block I23, City of Fort Collins, County of Larimer, ' State of Colorado, which begins at the Northeast comer of said Lot 4 and run thence North 60.00 feet; thence West 53.00 feet; thence ' North 50.00 feet; thence West 7.00 feet, thence North 20.00 feet; thence West 45.00 feet, thence South 70.00 feet; thence West 10.00 feet; thence South 70.00 feet; thence East 115.00 feet; thence North ' 10.00 feet to the point of beginnin& Wines ur hands d seals this —. �— day of A.D. 1995- 1 By: Avert, Inc., A Colorado Corporation ' Dean A. Suposs, President ' State of Colorado) County of Larimer) ' The forgoing instrument was acknowledged before me this o,/ A.D. 1995 by .Su day of Jr Witness my hand and ofaacial ' seal. /f.. 3 'o t/Notary Public � ., z i r .• My notarial commission expires: '•INtap.•'' ATTORNErS CERTMCATE This is to certify that on the — X of the property hereon described and, established that the owners and 195' I examined the title to Property as construed in C.R.S. 1973, 31-23-111, are as shown hereon rietors Of record said date.of said Signature: Address: as ' Registration No. 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Cl 9) Solutions by Kutter's Formula" - T• cl ` r 55 Fie 14.. Diagram for the solution of iiutters lorp.us • - -- flowilig full. I G r LA Cu 5 H IGH`//AY Ns ZEST, e� d nr ,9�s69e �ry T^' p r. 9981 ] I ° R � o y � �. yl 3 e - 1 3 I � �9ea ee _ a � n I ] ♦ .-�3 Yn I, a '.1 JJ — — I n r VI r OIL Cdllj,� stations Me Uri Coarser at de. I( ..... Ilan I( the 6,11.prearalt aTom�t injaii A. My marei test they Am Made to Cul to Itrydards In SMClf'C@tl�� ,arrest at test ties. Street in mall Pat 1. lh,,Ur of En. u.., shift •�udw le.11t. o tests tam u.E .ww.N. •wiYya by the .hmAhe the elmitnihall As the r.pmtlb,l t> of tile COI to at time spiStchtilities Iraq the .to of the Army, shift,, in iro M. tonst„att,..joUtIM of au:.I...to''hit As ... Al 1, 1....wm .s.e yen 4. NO li Me yet wy tfamer r6spaimSiblatle by this o. a as s te. v of rk/er ` a mv0. rye hell yet "]I:" this,m. ue Me . M theme. elm of JI yeah u1.111ame, left red $I that.. Plays lad oppret OF Lane I... by this 'mme,bllro rue 5. Whom am exiltin &Unit street not As CO, the Street yeark he entered to , Cordit"I III by `Cilito ballimi Rot TV, treat mori hit] As scjr rey:r1i I" 'III ITN Its the City of Fort Corti" in . I:e. bara nth) IOU "tile street .lot�aornU hem~` thea.`ye..ba, a. Alli`... Coal .C....he l he... b hthe b D r.t,.offil r,` o,w .,., Tb to looldlei thrawles, *.it ties City Forestal •ty'etestsi: t.oe wart,yimUU)eeawemi 3. All e"Ittlil too. ..he,lb.a.n.wtt.e erto atwlm. 9. N, tym,.i I Pial..e. OulM1,o menmell be time r..mnbmtr of the Pi none" lllm a.nw Chair yen ..tr Ime I. 4.5 flat .°ulm Cw.r,1 SS (*It or to final Up,itln ad loopeoll by the City C.IthlCai of ties deAlmi flation of deal.," F11FIT11 d ditlot be Ia,re ....a .so. the...11ye "I towtifil.um wMilk" to this Stl"t" (111111 at least Make Oil,, to UP . ll My t w. t. u RB tR app/ A. tR CAIRn the limit PA Am. — lased ITT Comi kti,lty.. olli W33I ISl4 ontmll AT.on. pis KKY p(-&,ery �.ra.mt vmetln.. Photo QS 692 3C" City %hall I Of w "Wrw.: for rra u i 1iM6 al ✓. . r+.t.II it, each o el Al .ol .mew met of as % UP toy, "or the Pi III] AIR Charged for ITS leml, - 'lo,�s_P_e�ceT - b.C_L_ .clvco %�e. zazaz zz' R Ar.v DErgAs. LUCALIC I z 1IF - . its !i E t—Is.CARR n Ifer if e A y 'L...n.,.-� PEFSPECTIVE VIEW .m, PIP oe orme F. r SECTION A -A DUrnw, MDT, Fr, larm, NEW DRIVEWAY APPROACH DETAILS VERTICAL CURB AND GUTTER - I11. 11 1J1. DD Y/ /o NIT xP,R-Abo.4R� �/,A/.,t "Cale., r6/s coon//.fit \ 1 IIp 1 4 LOT hadf ,15 2BeY pGot ",, A Byyyy cou SPITty, e air? M tnxtri hT Ma J _x V O L ✓Cot ./x ..fRN� 11I rn cat��c .. n«�✓ f�/ w .. Iasi CCE ri in TIPAT PIT may I, loss, Uc u.ce EAsz.,erIr/ 4 ir —'—=T— — I vt t r'A aae ` A e AWSPAEawit%l� \� 4 Sell Tn 2/P DO _ Camille,�!!- VERTIECIE, 6 INCH URB GUTTER AID SIDEWALK ELSE / 1 T r- r [wT FOR GOMEL CURB AND GUTTER CURB A D GUTTER DETAILS CITY DE FG;ORT COLLINS.w RAD- (n "— ' o�I EFF Div LIu�D6 6� 2' PtiuArT,w.2oO..a- I 1 h � � i nuo met ham Y • 'p P 8 IIt k E c L, ryehn •��� Or IA m m 1., 1" r REMINGTON STREET L a- N/J 56C>/eye C-O N>J Oq G fir L') a e "aP- .''R..Ir al Cr 1-i4_Lj, J:a Sit' LEG EN L >g - SS CIA T. JAM I Ci S"i wRAt & at- c.. —".�� Ex sT. SToa.. D.L• EROvFrot r c.u. A W W � �tl cis i L J O' kJ!?A 69 Orme It — 1e A O /O m 3a JOc•Tivy A -A ,vas. PQOf/�E STO.FH O,PA/N TO .PEA/!/.1(STONS7.PEET i�„.. /.f n m I FOR � LLJ Q r pa _ SAO U m Ocn N o� c a 0 y C] 3 3{{ co � w 0 S E Call a 0 2Q 2 w�� z U � (o) mi O Cy mR Nnul I DATE Sx¢+ HIRIGFR 3 Y 4- DMA/S1AGE TABLE C -Euu6 aCocci=. A•f. 4. LL[[r B OTi•• 0. 60 /40em 03Te�s 3oz. 14 s Tae DR••m T, lL Guveueree civcI G 89.50 Ea: G L iigy Nf.1/n tC_ '� �� I I __ veeluc t Now IN PE 4 ' E $r, TENSE \ CP DEWTEWT/OW POND DATA - - "'- Ca =Gun u f`e,.v+ \ _ e VOA• 6 �_9 6 3574 C VI)L.Al& P 8 C — _� O A EY it--� ALGew f .2e e[,a 2Te,v 079IN AcT� Re a RA,4 ✓/OOy,t from O.OY cr a , uue[zl = p as a a •'cam�_—_,r a.=e Si s i1. Lmll [ -y J A' Fa DO[N 2i41 91L•w W.0 FF IWAVOI O.Th 110 IQ Al 444 44 /a. 0 w _ rig° v < LLJ MI UGTeu il. x° atv-=`�=, �! y tLm.L:O.SL � • 1 ...'.. .Q Y m [ _ HAS — u a � _ a-. ie LU zc w 3 r Y DQrvEW Av PSOF2 FS--[� a j Y• o V {1 , Nr J •E ra-- u wxE rt>, x to rlr \ Rca Te_ P .. ♦'h z 4'A. O - \ F .62N x. RESLCIGTtOa PLATE DETAIL , ] I ro ZLL. j REMINGTON TREET A FcAEAOs d. M. - TL,e3 SIS N J a 1 IN y W � �MIC I I I I I UTILDIF r P]E .,...... .� .....gym. ' z z z o O N � � W � N Z O U 0 O n O a 4 Q n /'� c / w N O ar_I � U a m O�so c/) o W O " SCALE.' 7"= 20' Q i vV V O Q 7 S W z U � � U w � J O `T caNTROG e•vaY ryyy � J U � w NA toE rxMim wrz sx¢t xc.R2no