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HomeMy WebLinkAbout420 424 W OAK ST AND 120 S SHERWOOD ST PUD PRELIMINARY - 40 92A - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE REPORTFinal Drainage Report for Mountain - Oak Neighborhood (420 West Oak Street P.U.D.) Fort Collins, Colorado .n Prepared for: RICHMOND ASSOCIATES 420 West Oak Street Fort Collins, CO 80521 Prepared by: .�' SHEAR ENGINEERING CORPORATION " Project No. 1227-01-92 a Date November, 1992 4836 S. College, Suite 12 Fort Collins, CO 80525 (363)226-5334 PAGE b 1 ('Qlby hll� �/ �.ks N�,,,�l l�o� �1OUj1, 1�SsoGl wo �171n5L O� c6NZ.2..1�i�.�IDAV �u PREPARED BY. DATE. '�h31i o1-�� 2 _,� 'Go�Ge�'rr4' NOti I L 3 a IS r or.. s s ro cam., �vno to 23 15 16 17 18 7 Z 6 = L 1s JTOUZ — s7wo,L �o �, �— 3 930 - — 0.0033 �e ft = 0 -Lj, 20 5000.4 - s000 •o b,00ZS 21 22 23 24 25 L (.9U lU ,, scg, 10 rh, i 26 27 /lme 6 T CO�L2Wl'��TION = 10,U rrs' ¢xecufive 28 N0. PAGE:-D7 1� 1 oujAwj\s Gtk lgrl"QrbwN A5 j0 C. PREPARED 6Y m6� 1. „. J V YY1 Tf%11p1.. �� �h\C.U\ti d i�i.� DATE I1,Z.Z I `Z 3 l z%A.Ina 5 6 S �rn�nntir o� .C�,l��ti�►an► �' ��oWs 90 c1 ' C it l 1180 Lit A lX T /Colu'l Q10, LZ 10 C�CNN 0.3-7 bM is '7.t Z,z Z,U 3,-71 _7 t 4 12 13 14 15 16 iT GOn1G\Ou t A1�T\DU her' GCVG\o i�C�n1� OC L�¢. 51,1'L 18 W�\ InlGfcr,<se- YUNo�� 0 51�e. IN COY^P,"; r S0 19 \ ` 20 C \\ ,\ Mh L c l CV N-oi ""L O i,r .� 15 . Te11N\m.� A NJ W AI\ i 21 22 �. 23 L ( oc1 \a1C6Ctise_ iiv rvnlo�i l 24 NG�'c�e_ 1�1 1n�`� ✓V\DVS �.�'C �lJ f\�\N1MU 25 \\ . 26 27 -� e�ic�o� ,�1�°°'' a�1c��lrborl�out;, �s wc,\� • e.rec[[five 28 CHARTS & FIGURES TABLE 3-2 RATIONAL METHOD RUNOFF COEFFICIENTS FOR ZONING CLASSIFICATIONS TABLE 3-3 RATIONAL METHOD RUNOFF COEFFICIENTS FOR COMPOSITE ANALYSIS FIGURE 602 TRAVEL TIME VELOCITY FOR RATIONAL METHOD FIGURE 3-1 RAINFALL INTENSITY CURVE FOR FORT COLLINS, COLORADO FIGURE A CHECKER BLOCK DATA No Text • 3.1.6 Runoff Coefficients The runoff coefficients to be used with the Rational Method referred to in Section 3.2 _. "Analysis Methodology" can be determined based on either zoning classifications or the 1 types of surfaces on the drainage area. Table 3-2 lists the runoff coefficients for the various types of zoning along with the zoning definitions. Table 3-3 lists coefficients for the different kinds of surfaces. Since the Land Development Guidance System for Fort Collins allows land development to occur which may vary the zoning requirements and produce runoff coeffi- cients different from those specified in Table 3-2, the runoff coefficients should not be based solely on the zoning classifications. The Composite Runoff Coefficient shall be calculated using the following formula: C = (!C,A,)/At Where C = Composite Runoff Coefficient C, = Runoff Coefficient for specific area A; A; = Area of surface with runoff coefficient of C; n = Number of different surfaces to be considered A, = Total area over which C is applicable; the sum of all A;'s is equal to A, Table 3-2 RATIONAL METHOD RUNOFF COEFFICIENTS FOR ZONING CLASSIFICATIONS Description of Area or Zoning Coefficient Business: BP, BL........................................................................................ 0.85 Business: BG, HB, C.................................................................................. 0.95 Industrial: IL, IP.......................................................................................... 0.85 Industrial: IG............................................................................................... 0.95 Residential: RE, RLP.................................................................................. 0.45 Residential: RL, ML, RP............................................................................. 0:50 Residential: FILM, RMP.............................................................................. 0.60 Residential: RM, MM.................................................................................. 0.65 Residential: RH.......................................................................................... 0.70 Parks, Cemeteries...................................................................................... 0.25 Playgrounds............................................................................................... 0.35 RailroadYard Areas................................................................................... 0.40 UnimprovedAreas...................................................................................... 0.20 Zoning Definitions R-E Estate Residential District — a low density residential area primarily in outlying areas with a minimum lot area of 9,000 square feet. R-L Low Density Residential District — low density residential areas located throughout the City with a minimum lot area of 6,000 square feet. R-M Medium Density Residential District — both low and medium density residential areas with a minimum lot area of 6,000 square feet for one -family or two-family dwellings and 9,000 square feet for a multiple family dwelling. R-H High Density Residential District— high density residential areas with a minimum lot area of 6,000 square feet for one -family or two-family dwellings, 9,000 square feet for a multiple family dwelling, and 12.000 square feet for other specified uses. R-P Planned Residential District — designation of areas planned as a unit (PUD) to pro- vide a variation in use and building placements with a minimum lot area of 6,000 square feet. R-L-P Low Density Planned Residential District — areas planned as a unit (PUD) to permit variations in use, density and building placements, with a minumum lot area of 6,000 square feet. J-a-) W w MAY 1984 3-3 DESIGN CRITERIA FIGURE 602 TRAVEL TIME VELOCITY FOR RATIONAL METHOD 50 30 1-- 20 z w U cc w D" 10 w 0- 0 -J 5 cn w 3 O U 2 tr w H Q 9 1 5 .1 =won n1111111 ����������rr� OMEN milli • � r 1111110 I I� II --__WAM�aE■/I--_����■■- MMEARANI//��������� %I .2 .3 .5 1• 2 3 5 10 20 VELOCITY IN FEET PER SECOND WRC, ENG. IREFERENCE: `Urban Hydrology. For Small Watersheds" Technical Release No. 55, USDA, SCS Jan. 1975. I 0 Nandi, 44 vm CEY ow -Of gift JIM Aft 1wr Aft- dor AWW. Amr. AMP 4Wr .1m, - me AAW. Alor ANN aft Alk Ake Riz zz '7. 3'§ �� 1�'.,r �(' •r • •J) G 1 !� ; t 1 . it • .7 ? ... • `'! \ Yf • �- :� ' '� All ky J•+ •, .w• ,...•: - w - •1•i< .-s i- � � � :�. � ,Z .. f►r.: a•{. • •� �"�:- F l f• !.Y 1. Y'T '�: -! � .,rli� .. r•' '-. 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'•! •��- \.'i ti+4' t:.•!�f�.. �., �' ('�� : < i Ii�/4 , '�. � �f` �.;Y'' ,,�.,r,.r , •r f. *„ -j-• .4•L s. � - w i• - � L-•1 - _ - � •-�. l • '. _ .__ aY:.r 4� i � . If: >Y.. •t .� X - . • Yti A November 27, 1992 Project No: 1227-01-92 Mr. Glenn Schlueter City of Ft. Collins Storm Water Utility 235 Mathews Street Ft. Collins, Colorado 80524 RE: Drainage Analysis for Mountain - Oak Neighborhood, Old Town Basin, Fort Collins, Colorado Dear Mr. Schlueter: We have completed a drainage analysis for Mountain - Oak Neighborhood situated in the Old Town Drainage Basin, Ft. Collins, Colorado. It is our understanding that the proposed development plan consists of the following: 1. Removal of two (2) out structures. 2. Construction of a 4-car garage behind the existing residence/office located at 420 West Oak Street. 3. One new residence on the remaining open lot in the block. 4. An addition on to an existing residence/office at 420 West Oak Street. 5. An access drive parking area for the proposed garage constructed using checker blocks. The purpose of the checker blocks is to provide more pervious surface in the drive/parking lot than a typical paved lot would provide. The blocks also provide a more aesthetically pleasing parking lot which will help to improve the residential atmosphere of the neighborhood. Our calculations have shown that there is negligible increase in runoff from the block due to the proposed improvements. Due to the size of the contributing area studied (2.2 acres), the runoff both historical and developed is minimal and would have absolutely no impact on the Old Town Basin. Detention facilities would not be justified for this situation. If you have questions, ple Sincere / o oI G2� Brian W. Shear, P.E. Shear Engineering Corporation BWS:jmr cc: Don Richmond free to call me at 226-5334. 20262 •11 ` 4836 S. College, Suite 12 Fort Collins, CO 80525 (303)226-5334 Summary of Flows C2,C10/C100 Tc I2.i1W100 A mh.an l^nn., m A= Qz>Qio/Quo rFc HISTORICAL 0.37/0.47 10 2.4/4.5/7.2 2.2 2.0/3.7/7.4 DEVELOPED 0.40/0.50 10 2.4/4.5/7.2 2.2 2.1/4.0/7.9 APPENDIX 1 HYDROLOGIC CALCULATIONS PAGE 1 R\``_ mD�� PREPAREDDY mio ' ` jl �1 OU �1�h, +J 0 oiC N c1�1.1aa r� OON ' t S s oc th� \ OYJ DATE I I 5 Izal- 90- U1 2 Loc.�,� a ++ She, .�s�h hs•i� 1s boJsJdeJ,'b h1, oslc 5�,' 3 -ILO Z-t {s Lorh,No, v4�41 e Old -Twa ,rr Pi 2ssi'', d N o � 9 VV0ftrl C KIA �ht ." �D\N1- O� GOrILCN 1^h�1o7rJ \�+ 10 1t \ �3 trv�tcjt'cr�lov.� v�C �� Alit aro U\ W, 11nov�1\'a+� hoc. ; ,, . 12 I ►SS um I:\OYVS '- 13 -t'� 14 dtilL 3`I'. 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