Loading...
HomeMy WebLinkAboutSDP201100083 Plan - Approved Minor Amendment 2011-12-29ul" or until the finites are: sold as low or moderate cost unfits qualifying as .such under the County's Affordable Housing Policy'. CR0v e_„ta#"„ terest. All instruments conI any interest in the for -'rent :affordable units during the A Wable Term shall contain aYi rage rea ting that such unit is subiect to the teras of this Proffer 3. 1n addition. all conpertaining aining to is conveyance of any for4eat affordable unlit, dr ate` th of, during the Affordable herrn titan contain a complete disclosure of the restrictions and controls established by this Proffer 3. At least thirty (30) days prior to the conveyance of any interest(other than for the securing of a raortme or dew of trust) in any for tent affordable unit during, the Af miable Tom, the ithon-current Oar shall notify this Albemarle COunty +Chief of H01IJ4 ag in writing of the conveyance and provide the name, address and telephone number of the. potential gra�pliee, ?u}d state that the re*rements of this Proffer 3 have been swiartcd Rental_ • During the Affurdable Term, within thirty (30) days alba' thecommencement of the least terra for each for -refit affordable unit, tho Owner shall provide to the Alberto Cututty Housing, Office a copy of the lease agreemont. for each such. unit rented that shows the rental rate for such unit and the term. of the lease. In addition, during: the Aflbrdable 'Term, the Ownershall wide to 'Albemarle Conttty, if re�gu�i, any marts, copies of tease a xtts, or Other data freeW114, t' to rental.na a as;.A.liaemmil: County away reasonably rquire: '1l E rrt icatio : i ire Owner shall dedicate to public use land within a 3t?-foiot wide ass easement too Albetrtarle County for a "Fmway trash: "l:his greenway trail shall serve as a pedestrian path the -Property connectusg to the section olf the prop"d Meadow Creek Parkway Gxeertwlay trail, and its slipttiottt an layouts shall be in .gcaaAl acid With the schematic desip depicted On the Application Pian. 'I°Isc ultimate desip and location of the trail sinal; be 04blisited by, the DjWro, of P}Ianning in CDASUltatiOn with the DiMetOr SITE PLAN AMENDMENT #1 RIO DISTRICT ALBEMARLE COUNTY, VIRGINIA i LOTS TMP 62A-3-5 // ROBERT E. DANIEL Q.B. 3296, P9 344 a LOT 4 TMP 614-3-4 ANNE P. PARSONS LIVING TRUST D.B. 3415, P91 LOT TMP 62A-3-3 DAVID R. & CHARLENEGENEST D.B. uM, P4 48o LOT LOT 2 TMP 61A-3-1 TMP 61A-3-2 NORMAND & THERESE AUGER DONNIE R. McDANIEL D.0.3i3i, Pg 79 D.B. 2896, Pg Bo TAX MAP 61, PARCEL 184 /� NIF RIO ROAD HOLDINGS, LLC D.B 3323; P91,11 PLAT D.B. 2984, P9 655 USE: RESIDEN tom-,-_ _ LEGEND RQ—A DS A pl#t and: site plan for the Prop"ty, other than these executed for purposes other e ereatiota of housing unfits, shall dsrsignati: the units that. will, subject in the terms aced ccoanditioas o£ this profl'et,: incorporate Affordable Units as describod her S ubriaitted as Of the ., _dais tiBt - '43t?7; lam; ,i{ nrririt i$t� Rent sI Ret n. For the purposes of this Proffer 3A vfALNDER OF PAGE LEFT M tlt7?tilaiLY Bt.AA`K; SICiNA'i i 1Rl✓ -Affordable units" shall mean xontal units which have grows rents Inset PAGES TO FOLLOW.] 6" phis tent -paid utilities) that 40,110t e"teed l' / of batt Development air market Rents publishedI by the IUIS, Department of Housing an (R 1D)r Provided that, inn each subsequent calendar year, the monthly net rent for each for -rent affordable unit mai„ be ixscroa d up tui throe pmt 11 11 b+kARI:E IJoUSING ll�tiPR()'VEN1EN'i PRt iilltA�vl, INC, n 6%).1 for pentposes of this Iraff 3, the t 'u rpt'" means that the 6 rtes des not. include ten3ant-paid ultility rusts a xirinia rtaaastook,f {e l3 anon-proiit t �arpOrai%c�ti COMMUNITY CENTER SHEET LAYOU SCALE: 1" = 50' SHEET INDEX EXISTING CULVERT TITLE SHEET CULVERT TITLE SHEET T-1 NUMBER OF EMPLOYEES: AVIA SITE PLAN S-1 DROP INLET & STRUCTURE NO. UTILITY PLAN S-2 DEVELOPER. GRADING & DRAINAGE S-3 CURB ROAD PROFILES R-1 CURB & GUTTER DRAINAGE PROFILES DP -2 TAX MAP NO.: UTILITY PROFILES DP -3A PROPOSED PAVEMENT DRAINAGE CALCULATIONS DP -4 EC -3A DITCH PRD, PLANNED RESIDENTIAL DEVELOPMENT ZONING, ZMA 04-22 (PROFFERS ATTACHED) IMPERVIOUS COVER: DEPTH OF EC -3A DITCH AIM PEAK RATE49 VPH (14 VPH ENTER/35 VPH EXIST) (3) CHANGING ORIENTATION OF PARKING LOTS ON SOUTH SIDE OF SITE, (4) DISTURBANCE OF TREE PROTECTION EC -2 DITCH AREA, (5) SPLITTING SINGLE BUILDING INTO BUILDINGS 3 AND 4, (6) PROVIDE RETAINING WALLS ON NORTH SIDE DEPTH OF EC -2 DITCH USE: MUL77—FAMILY RESIDENTIAL UNITS (4 BUILDINGS) EARTH DITCH COMMUNITY CENTER (1 UNIT) WA TERSHED: DRI VEWA Y CUL VERT TOPO & SURVEY BUILDINGS #2 (24 UNITS)= 10,230 SF BENCH MARK BUILDINGS #3 (20 UNITS )= 10,230 SF DATUM: CLEARING LIMITS BENCHMARK., COMMUNITY CENTER = 2,540 SF VDOT STANDARD STOP SIGN Tr-07AL SF OF ALL BUILDINGS=44,430 SF DENSITY EXISTING CONTOUR EXIS77NG VEGETA 770N.• 3 BEDROOM UNITS) WITH CLUBHOUSE (13.34 UNITS/ACRE) PROPOSED CONTOUR MAXIMUM BUILDING HEI6H7S SHALL NOT EXCEED 3 STORIES AND A BASEMENT 0 SE7BACKS: FRONT YARD SE7BACK (FROM R/W): 12 FEET SIDE YARD SETBACK (FROM P/L): 20 FEET REAR YARD SETBACK (,",0M PAL). 20 FEET COMMON OPEN SPACE/RECREATIONAL AREA(RESERVED FOR PUBLIC USE). 4.642 ACRES/ 0.5�$� GENERAL NOTES OWNER' TREESDALE, LP ,ENGINEER: COLLINS ENGINEERING PAVED PARKING AND 1821 AVON ST, SU17F 200 200 GARRETT STREET, SUITE K NUMBER OF EMPLOYEES: AVIA CHARLOTTESVILLE VA 22902 CHARLOTTESVILLE, VA 22902 88 UNITS (2 & 3 BEDROOMS): 2 SPACES/UNIT = 176 SPACES (PER ZONING ORDINANCE) PHONE 434-979-2900 TELEPHONE: (434)293-3719 PARKING DETERMINA770N LETTER DATED 9/11/08 APPROVED 90 PARKING SPACES FOR 84 UNITS WITH THE FAX., (434)245-0300 DEVELOPER. PINNACLE CONSTRUCTION & DEVELOPMENT CORPORATION CONTACT -MR. SCOTT COLLINS, P.E.1821 (1) ADD177ONAL PARKING MAY BE REQUIRED IF THE DWELLING UNITS ARE CONVERTED TO PRIVATE OWNERSHIP. AVON ST SUITE 200 EMAIL: scott@collies—engineering.com E T A CCOMMODA AN ADDITIONAL 15 PARKING SPACES MUST BE RESERVED ON 774E PLAN. CHARLOTTESVILLE, VA 22902 112 SPACES (INCLUDING (6) HANDICAPPED SPACES) PHONE: 434-979-2900 PRE—APPLICA77ON CONFERENCE: AUGUST 17, 2009 TAX MAP NO.: 61-182, 7REESDALE LP QADDITIONAL DB. 3934, PG 235 ACREAGE, 6.595 ACRES ZONING: PRD, PLANNED RESIDENTIAL DEVELOPMENT ZONING, ZMA 04-22 (PROFFERS ATTACHED) IMPERVIOUS COVER: NOTE.• VARIA77ON APPROVED 11/4/09 FOR (1) RELOCATION OF BUILDING #1, (2) RELOCATION OF OPEN SPACE, AIM PEAK RATE49 VPH (14 VPH ENTER/35 VPH EXIST) (3) CHANGING ORIENTATION OF PARKING LOTS ON SOUTH SIDE OF SITE, (4) DISTURBANCE OF TREE PROTECTION MODIFIED ROOF/YARD DRAIN SYSTEM AREA, (5) SPLITTING SINGLE BUILDING INTO BUILDINGS 3 AND 4, (6) PROVIDE RETAINING WALLS ON NORTH SIDE OF DEVELOPMENT. USE: MUL77—FAMILY RESIDENTIAL UNITS (4 BUILDINGS) SUBDIVISION STREETS. COMMUNITY CENTER (1 UNIT) WA TERSHED: BUILDING #1 (16 UNITS, = 11,200 SF TOPO & SURVEY BUILDINGS #2 (24 UNITS)= 10,230 SF MODIFIED SANITARY SEWER SERVICE LATERALS BUILDINGS #3 (20 UNITS )= 10,230 SF DATUM: BUILDINGS #4 (28 UNITS')= 10,230 SF BENCHMARK., COMMUNITY CENTER = 2,540 SF ENCLOSURE, SIDEWALK, AND PARKING. (1) Tr-07AL SF OF ALL BUILDINGS=44,430 SF DENSITY 88 UNIT FOR RENT APAR774ENT COMPLEX (2 BEDROOM AND EXIS77NG VEGETA 770N.• 3 BEDROOM UNITS) WITH CLUBHOUSE (13.34 UNITS/ACRE) BUILDING HEIGHT: MAXIMUM BUILDING HEI6H7S SHALL NOT EXCEED 3 STORIES AND A BASEMENT 0 LEVEL MAXIMUM HEIGHT OF BUILDINGS SHALL BE 35 FEET. ANY BUILDING PHASING. TALLER THAN 35 FEET SHALL REQUIRE ADD177ONAL SETBACKS FROM THE CRI77CAL SLOPE. PROPERTY LINES. SE7BACKS: FRONT YARD SE7BACK (FROM R/W): 12 FEET SIDE YARD SETBACK (FROM P/L): 20 FEET REAR YARD SETBACK (,",0M PAL). 20 FEET COMMON OPEN SPACE/RECREATIONAL AREA(RESERVED FOR PUBLIC USE). 4.642 ACRES/ 0.5�$� DATE RECREA77ONAL AREAS OPEN PLANTING FIELD, COMMUNITY BUILDING P A*UVDN NON—RESIDEN77AL USE (CLUBHOUSE/COMMUNITY BUILDING): 4439 SQ.FT. B PAVED PARKING AND VEHICLE CIRCULA TION AREA: 0.729 ACRES NUMBER OF EMPLOYEES: AVIA PARKING REQUIRED: 88 UNITS (2 & 3 BEDROOMS): 2 SPACES/UNIT = 176 SPACES (PER ZONING ORDINANCE) PARKING DETERMINA770N LETTER DATED 9/11/08 APPROVED 90 PARKING SPACES FOR 84 UNITS WITH THE Q FOLLOWING CONDITIONS.• SHALL BE PROVIDED VIA THE MAINTENANCE EASEMENT AND SHARED GREENWAYISTORMWATER MAINTENANCE (1) ADD177ONAL PARKING MAY BE REQUIRED IF THE DWELLING UNITS ARE CONVERTED TO PRIVATE OWNERSHIP. r4 E T A CCOMMODA AN ADDITIONAL 15 PARKING SPACES MUST BE RESERVED ON 774E PLAN. PARKING PROVIDED: 112 SPACES (INCLUDING (6) HANDICAPPED SPACES) fJ?EVELOPMENT AND THIS APPROVED DESIGN IS SHOWN WITHIN THE CONSTRUCTION PLANS AS A REFERENCE ONLY, NOTE: THE PROPOSED PARKING MEETS THE REQUIRED 110 SPACES AS NOTED MODIFIED SANITARY SEWER ALIGNMENT &PROFILE DURING THE ZONING AND PLANNING FOR THE DEVELOPMENT: 7HE REQUIRED QADDITIONAL NUMBER OF SPACES IS REDUCED DUE TO 774E PLANNED BUS STOP AT 774E ITE TRIP GENERA77ON ANLD LAND USE ITE CODE 77H EDITION FOR PROPOSED 88 DWELLING UNITS: EN7RANCE OF THE DEVELOPMENT AND AFFORDABLE NA7URE OF THE APAR7MENT TRANSFORMERS RELOCATED COMPLEX. IMPERVIOUS COVER: BUILINGS.• 1. 19 ARS 8 AIM PEAK RATE49 VPH (14 VPH ENTER/35 VPH EXIST) ROADS/PARKING: 2.729 ACRES MODIFIED ROOF/YARD DRAIN SYSTEM SIDEWALKS. • 0.205 ACRES /AMOUNT OF ONS17E IMPERVIOUS AREA: 1.953 ACRES AIL WAY CLASS A TYPE 1 LOW MAIN7ENANCE PEDESTRIAN PATH SHALL CONNECT 7HE 7REESDALE PARK DEVELOPMENT TO PERCENTAGE OF ONSITE. iMPERWOUS AREA: 29.6 % (ENTIRE AREA OF (3) PARCELS) SUBDIVISION STREETS. CURB & GUTTER WA TERSHED: MEADOW CREEK TOPO & SURVEY PROVIDED BY KIRK HUG!S & ASSOCIATES, TOPOGRAPHIC SURVEY (SEPTEMBER MODIFIED SANITARY SEWER SERVICE LATERALS 21, 2005 -- REVISED MA,`; ".H 1, 2007, AND FIELD VERIFIED SEPTEMBER 2009.) DATUM: NAD -88 (VER77CAL DA771k') BENCHMARK., CITY OF CHARLOTTESVILLE GIS CONTROL MONUMENT STA77ON #135, A BRASS ENCLOSURE, SIDEWALK, AND PARKING. (1) DISK LOCA7ZD OFF PEN PARK ROAD APPROXIMA7FLY 0.1 MILE EAST OF THE En INTERSECTION OF RIO ROAD EAST. ELEVA770N=468.09: EXIS77NG VEGETA 770N.• 797CES AS SHOWN LIGHTING: LIGH77NG TO BE INSTALLED AS SHOWN ON 774E ATTACHED LIGH77NG PLAN IN ACCORDANCE W1774 ALBEMARLE 0 COUNTY STANDARDS. PHASING. NO PHASING IS PROPOSED FOR 774E DEVELOPMENT AT THIS 71ME. CRI77CAL SLOPE. TOTAL AREA WITH CRI77CAL SLOPES. • 1.30 ACRES AADDED X OF PROPERTY WITH CRITICAL SLOPES.• 6.1% ca NUMBER OF BUILDINGS IMPACTED BY CRI77CAL SLOPES.•2 BUILDINGS A 4' (MAX.) RETAINING WALL AROUND PROPOSED CRI77CAL SLOPE IMPACTS.• a40 ACRES z X OF TOTAL CRI77CAL SLOPES IMPACTED: 30.2:x' Al WAIVER REQUEST HAS BEEN APPROVED BY 774E PLANNING COMMISSION. FLOODPLAIN: FLOODPLAIN LOCATED ON THE PROPERTY PER FEMA MAP #51003CO287D. HISTORIC STRUCTURESNO HISTORIC S7RUC7URE5.ARE LOCATED ON THE PROPERTY. AADJUSTED THE GRADING BETWEEN BUILDINGS #3 AND #4, AND ADDED A SMALL RETAINING WALL BEHIND BUILDING #3 AADDED A 4' (MAX.) RETAINING WALL TO THE NORTH SIDE OF BUILDING #1 QREVISED LOCATION OF CG -12 @ COMMUNITY CENTER ENTRANCE AND ASSOCIATED CROSSWALK PROPOSED SPOT ELEVATION NOTE: THE ROW DEDICATION, PWBLIC DRAINAGE EASEMENTS, AND RWSA G� ��•�•�� I ( EASEMENT MUST BE REC(ORDED PRIOR TO THE ISSUANCE OF THE FIRST T/8 DENOTES TOP OF BOX CERTIFICATE OF OCCUPAINCY,� �"`t�c �•3(•i2, APPROVALS DATE STORMWATE'R MANAGEMENTr THE REGIONAL SWM FACILITY SHOWN ON THE PLAN IS DESIGNED TO SERVE BOTH THE 77?EESDALE PARK T ZONINGr PROJECT AS WELL AS 71-1E PROPOSED STONEWATER DEVELOPMENT WHICH IS PLANNED ADJACENT TO THE MINOR SITE PLAN AMENDMENT PROPOSED CHANGES: SUBJECT S/7E TO THE SOUTH, PER THE AGREEMENT BETWEEN 774E OWNER AND THE OWNER OF STONEWATER, ENGINEER IVA R?1O ROAD HOLDINGS, LLC, THE FACILITY MAY BE LOCATED ON BOTH PROPER77ES AND MAINTENANCE ACCESS Q MODIFIED STORM SEWER ALIGNMENT & PROFILE SHALL BE PROVIDED VIA THE MAINTENANCE EASEMENT AND SHARED GREENWAYISTORMWATER MAINTENANCE DEPARTMENT OF FIRE RESCUE I\pA r4 EASEMENT SHOWN ON THE PLAN. THE STORMWATER MANAGEMENT PLAN WAS APPROVED W17H 774E STONEWATER VIRGINIA DEPARTMENT OF TRANSPORTATION NA fJ?EVELOPMENT AND THIS APPROVED DESIGN IS SHOWN WITHIN THE CONSTRUCTION PLANS AS A REFERENCE ONLY, 2 MODIFIED SANITARY SEWER ALIGNMENT &PROFILE INVCASE THIS DEVELOPMENT PRECEDES STONEWATER. QADDITIONAL SPOT SHOTS PROVIDED ITE TRIP GENERA77ON ANLD LAND USE ITE CODE 77H EDITION FOR PROPOSED 88 DWELLING UNITS: QPOWER TRANSFORMERS RELOCATED APARTMENTS (CODE 220) — 88 D.U. AIDT RATE — 592 VPD (296 VPD ENTER/296 VPD EXIT) AIM PEAK RATE49 VPH (14 VPH ENTER/35 VPH EXIST) _A' MODIFIED ROOF/YARD DRAIN SYSTEM PM PEAK RATE. 59 VPH (36 VPH ENTER/23 VPH EXIST) AIL WAY CLASS A TYPE 1 LOW MAIN7ENANCE PEDESTRIAN PATH SHALL CONNECT 7HE 7REESDALE PARK DEVELOPMENT TO AMODIFIED WATERLINE & SERVICE LATERALS THE GREENWAY TRAIL LOCATED ON 7HE STONEWATER AND 7REESDALE PROPERTY. 7HE DESIGN OF 7HE 77RAILWAY IS AN 8' WIDE ASPHALT PATCH WITH A 1' GRAVEL SHOULDER ON EITHER SIDE FOR A TOTAL WIDE OF Q MODIFIED SANITARY SEWER SERVICE LATERALS RO', SEE SHEET S-3 FOP DETAILS QMODIFIED THE ORIENTATION OF THE DUMPSTER IRE FLOW E:XIS7ING FIRE HYDRANT ,,$ T PEN PARK AND RID ROAD: 2600 GPM AT 20 PSI ENCLOSURE, SIDEWALK, AND PARKING. (1) E.S77MATED NFF FOR DEVELOPMENT 1500 GPM (ALL BUILDINGS SPRINKLED) En PARKING SPACE WAS DELETED. E:S77MATED GPM OF FIRE HYDRANTS WITHIN DEVELOPMENT 2000 GPM Q ADDED AN ACCESS ROUTE AND PLAYGROUND AREA ANDSCAPING PLAN. LANDSCAPING TO BE INSTALLED AS SHOWN ON 7HE ATTACHED LANDSCAPE PLAN IN ACCORDANCE NTH 0 AILBEMARLE COUNTY STANDARDS: Ln WITHIN THE OPEN SPACE AADDED ¢ ca A 4' (MAX.) RETAINING WALL AROUND z THE MVAC UNIT UNDER THE COMMUNITY CENTER PORC z '-' AND A 6" WIDE CHEEK WALL. AADJUSTED THE GRADING BETWEEN BUILDINGS #3 AND #4, AND ADDED A SMALL RETAINING WALL BEHIND BUILDING #3 AADDED A 4' (MAX.) RETAINING WALL TO THE NORTH SIDE OF BUILDING #1 QREVISED LOCATION OF CG -12 @ COMMUNITY CENTER ENTRANCE AND ASSOCIATED CROSSWALK PROPOSED SPOT ELEVATION NOTE: THE ROW DEDICATION, PWBLIC DRAINAGE EASEMENTS, AND RWSA G� ��•�•�� I ( EASEMENT MUST BE REC(ORDED PRIOR TO THE ISSUANCE OF THE FIRST T/8 DENOTES TOP OF BOX CERTIFICATE OF OCCUPAINCY,� �"`t�c �•3(•i2, APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT 1-4 ZONINGr PLANNING ENGINEER IVA INSPECTIONS /,)A i ARB NA DEPARTMENT OF FIRE RESCUE I\pA r4 ALBEMARLE COUNTY SERVICE AUTHORITY IVA VIRGINIA DEPARTMENT OF TRANSPORTATION NA U ()7� SCOTT/ R1, COLLINSZ U Lic.' No. 035791 � ��O, V� (uAT E� ICY? ('l CV d' i CV Z � W tVUJ" Z LL! W _ J < ...I� I - L9F— W 0 CL UJ LJJ z < —J M�...� H Ci F— - t W W < Ul W c W W a L z U-0 W Q � L � t c W 0 ry I� Q 0 CV w o JOB NO. - 092028 SCALE AS NOTED SHEET NO. T1 h 1-4 i r4 W O Ll U) W En M z UJ,--, 0 n Ln 2 o ¢ ca z z '-' D O ICY? ('l CV d' i CV Z � W tVUJ" Z LL! W _ J < ...I� I - L9F— W 0 CL UJ LJJ z < —J M�...� H Ci F— - t W W < Ul W c W W a L z U-0 W Q � L � t c W 0 ry I� Q 0 CV w o JOB NO. - 092028 SCALE AS NOTED SHEET NO. T1 h PROPOSED ADDITIONAL RIGHT TURN LANE FOR TREESDALE PARK DEVELOPMENT �45'SIDEWALK READESIGNATED FOR POSSIBLE UTURE BUS TURNOUT 12.5'OFFNVROPOSED R { 12'FRONT I r'' SETBACK (TYP) I NOTE. SEE SHEET R-2 FOR ADDITIONAL INFORMATION ON LANE IMPROVEMENTS PROPOSED VARYING WIDTH SIGHT DISTANCE EASEMENT DIST. TO NEAREST INTERSECTION=350' SIGHT DISTANCE=390' i 3' PAINTED STRIPE I EXISTING 50 PROPERTY LINE � EXIST. ,OrE/P 4" SOS DIST. TO NEAREST YELLO INTERSECTION=465' MARK (1' OF C) VDOT STD. --- STOP SIGN (R-1) BOTTOM FACE OF WALL TOP FACE OF WALL (TYP) PROPOSED RETAINING WALL SEE SHEET S-3 FOR WALL HTS & SHEET S-5 FOR RETAINING WALL DETAIL PROPOSED VDOT STD GR -2A GUARDRAIL WITH RUSTIC FINISH 3' GRASS STRIP �\ $' FRONT /'r SETBACK CURRENT EXISTING EDGE OF PAVEMENT RETAINING WALL TO BACK OF PROPOSED CURB = 15' PROPOSED TURNLANE IMPROVEMENTS WITH STONEWATER DEVELOPMENT. SEE APPROVED STONEWATER SITE PLAN PREPARED BY COLLINS ENGINEERING FOR FURTHER DETAILS OP SCOTT<'r COLLINS�e, Lic. t o. 035791 Ao�, �SIONAL Lu i w O a Lo w Lo u- OL 0 uj Lud ce'- w CF) ty7 M N V) 2 or O Q LAMa. N ujQ o N LjLj ui�z o L11 w ...3 J 6 06 z a w U) Z w F— m ."' 0 - o,� m 0 o ctUj o U 3 .L O Lu W I Q x w < o 0 Qa ul ujc� a �Y Lu w -Y W .s w Lit'_ z z W U UJt� � Z I J � -� O � U F— v L w o T � ry a v o a � (D .0) �0 0 U O x �y O U O O U 11.! � O � � U � uj rn O uj U •- uD 0 JOB NO. 092028 p 2 0 " .� SCALE 1 "=20' � f SHEET NO. sa o S-1 Q) °' .c: ` �. a �cµr i 20 O 20 40 FEET sv ,..ter � ,.: -- w ��. ,. 1fc SCALE: "=20' �- "> " INSTALL 3 CONGRETE ANCHORS ALONG SIL. MH -1 ,SHALL HAVE BE 8"O� �;,� E THE UPPER RETAINING WALL I l � Q �• ABOVE EXISTING GRO {7) AN CONNECT PROPOSED _ _ _ _ ER RETAINING WALL ALONG THE STEEL CASING�SCOTT Cpi I INS O HAVE AWATER-TI M BE 8" SANITARY SEWER fjANCHOR LOW THE RETAINING WALL & STEEL CAST _ I TO EXISTING SANITARY FRAMIE & COVE ! -- a / 1 U Lio. No, 035791 SEWER MANHOLE VIA A CORE 1 PROPOSED & BOOT. PROPOSED SAN. SiL ` / / / STEEL CASING ROUND DIP SAN 4 MH -1 r {1� 4" CONDUIT & � � � � ll TP 417f.57 / SIL SHALL EXTE D FROM MH -2 SHALL ENTER EX. MH 0.2' {2) 2 CONDUIT FOR �� I� / /:1.._.,.' '. / vn `�fOVAL �i� c� z ry w w z z w v� z �a O Q) m 0 a >, 0 L 4- DAA �� \ / PROPERTY \. _ Z�:�.,:.�,,..��..�,..�am� / / PR POSED VD T STD. / `� z sA CLASS III RIPRAP f FFSITE SWM ESMT. J i ' L=:16=:1+ 15=2-- PROPOD Zo' PROPOSED UNDE"R -Wj GEO-TEXTILE STONEWA:TER UNDERLAYVENT DRAINAGE ESMfi. SUBDIVl-SION ET OF f PLANS A, '0P O PSS E9-- -- -- \ , - -C �I1J P1 DRAINAGE SSM SPRING / Lo HOUSE \ FTI ANE6 -- PROPOS.Ep Q Q° e 22' DRAINAGE ZC \ \ \ w \ �� ESMT. 41 PROPOSED VI STD. EW -1 PROPOSED VDOT STD, CLASS Al, TYPE A RIP -1 FILTER FABRIC (10'Wx16'Lx2'D 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 STR 18 - OUT PROFILE 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 NOTES. 1. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, PARKING LOTS, ALLEYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 2. ALL PROPOSED SLOPES STEEPER THAN 3;1 SHALL HAVE A LOW MAINTENANCE MULCH GROUND COVER FOR STABILIZATION PURPOSES. THESE AREAS SHALL NOT BE PLANTED WITH A GRASS COVER FOR STABILIZATION. 445 445 -0+50 0+00 0+50 1+00 1+50 2+00 1122A19061MA SCOTT COLLINS Lic. No. 0357914h, '*Zr0NAL E Lu 1-4 l7 Z l9 Z W ul Z u., v F - w CJ w CL to JOB NO. 092028 s� SCALE (V) 1"=50'(H1 �� 440 lt 440 a 435 435 FILL AT 95% COMPACTION (T)IPI) 430 / 430 PROPOSE GRADE / 425 425 / N / 420 420 EXISTING0 GRADE z / VDOT STD. / SL -415 415 / 410 / 410 ti �Q - u Cb 0 405 'T o / 405 / / / INSTALL ANC OR 40o BLOCKS ATE ERY 400 OTHER PIPE J INT 395 395 c'MM M M M M I— Z Z 0—, 0ZZ — 390 ? 390 co CD cq 0co -0+50 0+00 0+50 1+00 1+50 2+00 1122A19061MA SCOTT COLLINS Lic. No. 0357914h, '*Zr0NAL E Lu 1-4 l7 Z l9 Z W ul Z u., v F - w CJ w CL to JOB NO. 092028 s� SCALE (V) 1"=50'(H1 3 3�: I a _ c Design Year:; 10 ; F Pro3ect: Treesdale Park i Job #:EI72007 i ;', Prepared by: I AML Table $ Pipe Design Table INIET UTLETWA r A Q Sr JIt JUNCTIONIOSS FINAL MET WATER RIM _., I I ; -_._,___.,.___...,._.,....._..,....._.„,._ .. V I-1. QM Vix Q.°Vs V;z/2g I- ANGIE FJe $ I.3 FS SIS ,. H , URFACEEJEV EIEV STATION SURFACEEIEV' _.._-....._ ,__....__. __.._ _. _..._._._ -... __....... -„. .,..__-, ....__�.,..._._. PIPE DESIGN _._ _ ,_ ._ __ ._. __,----.1- .._,___ ___. _ ...r, ___ .. __._.._.-..__._ _ __ i 43495 110.09 1S 4.67 0.005 0.58 3.8 0.1 t S24 0.00 0 0 0.06 RIA 0.03 0.60 435.55 471.73 1 1 1 ' 1„ 1 I t l 1 11 � 1 1-MMMMMMMMIM�-- 40------- T - --._-I--- -{ 1 I I I I 10.001 0 1 0 1 0.00 I NA [ 0.00I 0.00 0 448.54 1 454.58 a 7 2 U U i 65 .• s 1 fflmm=1 I t t ` t 1 M 1 1 -===-====I-��' ... ..� =_ 1 11�====--=== 00 1 11 = 1 11 1 1 , ,�� _��= =1W0M-=-=--===-I=_ � �=IIIIS� . i �® • 1 11 1 t 1 ! ���iii =��=�==Mm i s 1. ! M i t ®0 i 1 ®U 1 i 1 1 . 1 . 1 .1 11 �= 1 1 Ft t t ! � ",. - r� c 1 =�� mm_m--M- 1 11 0M 1 t1 m 1 11 1 i 1 1 ,, �= =�� mmmmm mmmmmmm11mm � WA W '"ii%!�%rite~%rii ,�f�����`i l�+il�/i�tri /i/i � .f �11=03= .. # 11 im� 1 1 M -MM-M-111111111111111111MMI 50.64 24 19.34 0.007 0,37 6.2 0.1 RUN- OFF CA CA COEF. INCRE ACCUM- __.._..,_,.,. ._.___._ C MENT ULATED INLET TIME tc min. !M�� RUN- OFF Q c.f.s. =��- MMM-M QMt SLOPE % i 11 ml 1 I i 1 t • • , , ' 1 Pipe run: 18 -OUT = 0,41 445,68 1 65.04 15 8.98 0,019 1,26 73 1 0.2 0.6 0.21 51 0.28 1 1�= 0.31 =� 11 40217 049 394.90 35.72 24 18 1 16 16 14 22 1 18.5 6.9 58.8 0.7 0.26 51 0.35 0,82 NA 11 0.41 1.67 447.35 454.58 448.54 55.99 15 8.49 0.017 0.97 6.9 0.2 24 1 77.19 =� . . 1 = t i't i�i�=�� ======I-_ 457 3. 81 20 2 3.3' 4.1 6.7 1 5.4 36.1 0.5 0.16 0 1 0 0.35 NA 1 0.17 1.14 449.68 460.22 15. 00 14 12 8 6 4B 12 10 6 4B 4 456.05 79.46 15 1 6.66 0.011 0.84 5.4 01 26 1 13.4 2.8 9.55 0.1 0.04 26 0.03 0.18 NA 0.09 0.94 456.99 466.57 461.69 61.54 15 1 3.42 0.003 0.17 18 0.0 28 3.3 2.7 9,1 0.1 0.04 10 0 0.07 NA 0.04 0.21 461.90 470.00 462.10 21.12 15 1 3.34 0.003 0.06 2.7 0.0 I I I I I 30 N/A 1 IIIIIIIIIIIIIIIIIIIII I . . f. 1 1 1 1 1 1335: i' I• 1.3 1 7.7 9.9 0.9 10.321 70 0.56 0.91 NA 0,45 0.51 1 462.61 471.22 1 2.0 4 2D 5.53 462.61 179.81 15 2.03 0.001 0.18 1.7 0.0 5.44 0,80 8 17.9 14.6 261 3.3 1.16 70 2,01 4.00 N/A 2.00 11.27 407.87 415.72 25.84 -- 110.11 32 0.001 fl 1 0 0.01 NA 0.01 0.18 1 462.79 466.00 .• s 1 fflmm=1 I t t ` t 1 M 1 1 -===-====I-��' ... ..� =_ 1 11�====--=== 00 1 11 = 1 11 1 1 , ,�� _��= =1W0M-=-=--===-I=_ � �=IIIIS� . i �® • 1 11 1 t 1 ! ���iii =��=�==Mm i s 1. ! M i t ®0 i 1 ®U 1 i 1 1 . 1 . 1 .1 11 �= 1 1 Ft t t ! � ",. - r� c 1 =�� mm_m--M- 1 11 0M 1 t1 m 1 11 1 i 1 1 ,, �= =�� mmmmm mmmmmmm11mm � WA W '"ii%!�%rite~%rii ,�f�����`i l�+il�/i�tri /i/i � .f �11=03= .. # 11 im� 1 1 M -MM-M-111111111111111111MMI 50.64 24 19.34 0.007 0,37 6.2 0.1 RUN- OFF CA CA COEF. INCRE ACCUM- __.._..,_,.,. ._.___._ C MENT ULATED INLET TIME tc min. !M�� RUN- OFF Q c.f.s. =��- MMM-M QMt SLOPE % i 11 ml 1 I i 1 t • • , , ' 1 1� = 0,41 0.47 =��.= ====== =====rI== " 019 �► ��= • 1 11 i i ==� == 5.70. ===== 6.2 119 0.6 0.21 51 0.28 0.63 1�= 0.31 =� ==1 ' ��� = na ' M©0©MIiQ.tiii�llii 40217 049 394.90 35.72 24 19.34 ` 1 • 6.2 ��® 1 77.19 =� . . 1 = t i't i�i�=�� ======I-_ 457 3. 81 20 2 3.3' 4.1 14 12 _ 0.74 f . ! 4B GZ. = ���mm �-=©MI 1. MIMM ' . W-WI J�= 331 WASPq !/P �i���.-fir i +i�1�i'% 1�"i�� %1ftWAk 9963 ►fir 15. 00 R 11=2 1 14.6 261 3.3 � � 52 1.55 2.86 N/A 1 IIIIIIIIIIIIIIIIIIIII I . . f. 1 1.69 1 1 1335: i' I• '' mum �lw!l 9.27 14.6 G/ J N (7T1�007 ` PR OJ 1.\I, Treesdale Park _.... _ _,_.__..k._ . . . .... . .. . . ... _. , _._._ __. ,._ _,,..,..__. _ .,_. _ ...4 �yX� r v Tw1 ,� "he Co I_i)w 229 i p i t �..V-t11V7Y, �il� W�.n S' � $ /E %�' I GIV i�ilVytPiJ Ti %`l 1111$ 7 _, __. DESIGNEDBY P CBECKEDBY i 394.22 50.64 24 19.34 0.007 0,37 6.2 0.1 RUN- OFF CA CA COEF. INCRE ACCUM- __.._..,_,.,. ._.___._ C MENT ULATED INLET TIME tc min. RAIN-' FALL 1-10 yr. in/ hr RUN- OFF Q c.f.s. INV. ELEV. IN INV. ELEV. -------- OUT LEN. it SLOPE % DIA. in. FULL FLOW RATE c.f.s. VEL 10 yr. f.p.s. FLOW TIME sec. RUN OFF 100 yr. c.f.s. 4 18 16 0,41 0.47 0:19 " 019 850 5.70. 19.3 6.2 119 0.6 0.21 51 0.28 0.63 N/A 0.31 0,68 394.90 40217 049 394.90 35.72 24 19.34 0.007 0.26 6.2 0.1 1 77.19 05()°/0, 15.00 457 3. 81 20 2 3.3' 4.1 14 12 0.19 0.74 014 4B 923 553 331 44323 442:B 9963 0500'/a` 15. 00 17,9 1 14.6 261 3.3 1.16 52 1.55 2.86 N/A 1 1.43 1.69 396.59 401.12 1335: 396.59 120.80 15 17.90 0,077 9.27 14.6 0.8 1'7.5 14.2 0.74 t t', 0.141 11 0.598 1 2.0 I 1 2-7867 5.53 0.74 1 0.213 6 v 2.453 1.29j1jj469.35 9.64 465.20 1 5.44 0,80 8 17.9 14.6 261 3.3 1.16 70 2,01 4.00 N/A 2.00 11.27 407.87 415.72 25.84 413.22 110.11 15 17.90 0.077 8.45 14.6 0.8 0. 00 33 1 990 -11 a39 I 1790 40700 393.69 120.80 11 0 .02°1 15.00 2 144 1950 62 g 19 1 4B 4 0 0 000 3.60 10.00 13.5 11,0 148 1.9 0.66 79 1.14 2.63 1 N/A 1.31 9.77 422.99 1 439.74 2D 0 0 0.00 3.60 10.08 5.35 ' 11 19.34 393.13 392.62 50,64 1.01% 24,00 22,74 8.10 62 .25.3 8.1 15 fi��RVA"idit 0.11 0.70 10 - 1,147 ®�'r y A �i�:I��1� � +��® 457.63 11: 79,5 13.4 10.9 145 1.8 0,64 52 0.86 1.98 N/A 0.99 4.03 441.49 452.00 5.29 441.49 64.83 15 13.35 0.043 2.77 109 0.5 12.8 25,3 93 2 OIIT 0 0 0,00 3: 60 10.62 525 19.34. 38900 12 898 4 u 1 /0 1 24.00 4 5.86 13 93 0.6 2 rJI 15.0 90 I 11.6 104 2.1 0.74 9 0 1.20 NA 0.60 3,37 444.85 451.5) 1 444.85 99,63 15 1 3.31 0.0031 0.26 2.7 0.0 0.75 029 024 6.00 6.35 1.86 420.75 393.69 12397 21.83% 18 00 49.08 13.14 14 2.4 144 0.00 0,67: uJ . 0.0200 w" a "'' ip 2.6 2.1 535 0.1 0.02 20 0.01 0.06 NA 0.03 029 445,15 449.86 38 445.15 77.19 15 2.56 0.002 0.12 2.1 0.0 464.20 459,00 78,58 6.62% 15.00 16.62 6.71 11.7 1,0 7.3 36 24 0.21 16 0.10 030 6.20 629 191 457.00 455.05 1523 1.1 0.9 0.98 00 0.00 0 0 0.02 NA 0,01 0.13 1 445.28 1 448.48 0,1463 445,28 73.78 15 1,10 0.000 0.02 0,9 0.0 0.03 0.70 0.021 0.0& 0.00 O,QB 34 30 0,25 0.85 0.21 021 7.00 6,07 129 18 -"" 69,32 5.98"/0' 15.00 15,80 7.68 9.0 1.7 8.4 q.0o 0.66 0.0746 o,a200 0.00 0 0 0'.00 3 5120 :0.1463 0.00O.fa.? "` 0.1 590,,: 445.30 1 448.53 G/ J N (7T1�007 ` PR OJ 1.\I, Treesdale Park _.... _ _,_.__..k._ . . . .... . .. . . ... _. , _._._ __. ,._ _,,..,..__. _ .,_. _ ...4 �yX� r v Tw1 ,� "he Co I_i)w 229 i p i t �..V-t11V7Y, �il� W�.n S' � $ /E %�' I GIV i�ilVytPiJ Ti %`l 1111$ 7 _, __. DESIGNEDBY P CBECKEDBY i i AMg 1 1 0.293 DATE ; 2/212011a 2/2/2011; �! ca' FROM _, ... 11 TO __. _ ,,_.,,_, AREA DRAIN. "A" acres RUN- OFF CA CA COEF. INCRE ACCUM- __.._..,_,.,. ._.___._ C MENT ULATED INLET TIME tc min. RAIN-' FALL 1-10 yr. in/ hr RUN- OFF Q c.f.s. INV. ELEV. IN INV. ELEV. -------- OUT LEN. it SLOPE % DIA. in. FULL FLOW RATE c.f.s. VEL 10 yr. f.p.s. FLOW TIME sec. RUN OFF 100 yr. c.f.s. VEL 100 yr. f.p.s. 18 16 0,41 0.47 0:19 " 019 850 5.70. 1 .10 44420 443.82 73.78 05 '0 2°/ 1 5 .00 466 . .1 3 0 23.$ , 1.4 3.3 16 14 049 054 02fi OA6 811 5.60 256 443.72 44333 1 77.19 05()°/0, 15.00 457 3. 81 20 2 3.3' 4.1 14 12 0.19 0.74 014 1.90 Ob() 923 553 331 44323 442:B 9963 0500'/a` 15. 00 457 4.05 1.1. 6 4.3 4.1 12 10 0.4 0.74 030 2.45 9.64 5.44 1335: 442.63 439,72 64,83 4.49% 15,00 13.69 12.71 5,1 1'7.5 14.2 0.74 t t', 0.141 11 0.598 1 2.0 9.23 1 2-7867 5.53 0.74 1 0.213 0.296 v 2.453 1.29j1jj469.35 9.64 465.20 1 5.44 0,80 8 6 0.11 Q.8 0,09 331 982 541 1790 429.84 41222 11011 1600P/o : 15.00 25.84 2270 48 23.4 23.8 b 4B 0 0 0. 00 33 1 990 -11 a39 I 1790 40700 393.69 120.80 11 0 .02°1 15.00 2 144 1950 62 2 .4 3 19 1 4B 4 0 0 000 3.60 10.00 537 1934. 39359 39333 3572 101✓0 1 2 4.00 2274 8.10 ti ,4 5.3 2. e 1 4 2D 0 0 0.00 3.60 10.08 5.35 ' 11 19.34 393.13 392.62 50,64 1.01% 24,00 22,74 8.10 62 .25.3 8.1 15 fi��RVA"idit 0.11 0.70 l�l AD 11 - 1,147 ®�'r y A �i�:I��1� � +��® 457.63 11: 79,5 0,01 0.0325 15 9,79 0.14 0.03 2B 2 0 0 0:00 .31 ,60 1 41 0. 5.29 1934 3913 2 38987 114.10 1 27% 24.00 25.49 992 12.8 25,3 93 2 OIIT 0 0 0,00 3: 60 10.62 525 19.34. 38900 88 3 50 898 4 u 1 /0 1 24.00 4 5.86 13 93 0.6 2 rJI 15.0 Q) a .W.'WI ' Y a r®� �, , i--W,11.Fl�,jrt xr :. f 1�i�, 7�1\l�a-I_j11 - } b. Tar{ irr��r111' m m .... ------ 1 r�wirl���lll�.. m - I QWZII 1 1 ' 4D 4B 039 0.75 029 024 6.00 6.35 1.86 420.75 393.69 12397 21.83% 18 00 49.08 13.14 94 2.4 144 0.00 0,67: uJ . 0.0200 w" a "'' ip m- a i' a I CY I, 0 1 a 14 2 8 8.0 0.14 0 .74 0-104 0. ' ` 41. 0.4 `: 0.00 1 0.0444 0.0200 38 36 0.18 0.67 012. 0,12 6,00 635 0.7'7. 464.20 459,00 78,58 6.62% 15.00 16.62 6.71 11.7 1,0 7.3 36 24 0.21 0.87.0118 0.10 030 6.20 629 191 457.00 455.05 1523 12,81% 15.00 23.12 1124 14 2.5 i2,3 0.0200 2,0 0.0830 .,4.iwo 1.00 35120 0,1463 ''0.1663 884 1:04' O.qB 0.00 0.23 0.72 0.166 1.08 ' 24 2B 4.0 0.03 0.70 0.021 0.0& 0.00 O,QB 34 30 0,25 0.85 0.21 021 7.00 6,07 129 46935 46520 69,32 5.98"/0' 15.00 15,80 7.68 9.0 1.7 8.4 q.0o 0.66 0.0746 o,a200 2.0 0.0830 j "" 415oD. 0.95 3 5120 :0.1463 -1 1.48 "` 0.1 590,,: 8.82 1:13 0.66 0.00 0,00 1135' 0.0383 28 2B 4.0 0,02 0.81 32 30 0.44 076 03 033 7.00 6.07 20.3 462.20 46130 179BI 0,5(P/o 15.00 457 359 50.1 2.7 3.8 30 28 0.03 0.8 002 057 7.84 5,85 - 334 461.20 461.10 21.12 (t5lR 15.00 457 4,05 11 52 I 4.4 4.2 28 26 1 0.02 0.81 002 059 792 583 342 461.00 46069 61.54 SOOo/a: 15.00 1444 1 9.62 6.4 4.5 10.4 26 24 0.7 0.8 0,56 : 1.15 8.03 5.80 . 6,66 45763 45505 79.46 o. 325 % 15.00 11.65 9.79 8.1 8.'7 104 24 22 1 0.03 0.7 0.02 1.47 8,16 5:77 8.49 454.95 447,54 55.99 1323% 15 2350 17,48 32 11.1 I&8 22 12 0.03 0.7 0012 L% 822 576 : 8,98 447.44 444.68 6.5.04 425% 15 13.32 11.64 5:6 11.8 1'2.2 �����_- -���__-____� 40 22 0.08 0.83 0,07 007 ' 5,00 6.67 0.114 449 44754 2288 6;3$0/, 15 16.32 5.66 4.0 0.6 6.0 __--�� t 1/ ® .. t 1 s• S24 $ 0.9.2 OS '0:74 4 0.7 6.00 635 ' 4.67 ' 460 .75 433,95 r 11009 / 2434°a 1 S 31.87 1820 6.1 6:1 19.8 M N , CD M Fa ,O U as 0.41 0.49 0.19 0..t400 X►►Y 0.9Y 0.00 0.00 ORO 0.00 '1 - -- _.., _-.._ ___ _ .-------_. _ ,_,_, - n = 0.025 for OMP n = 0,013 for RCP i n = 0.01 for HDPE 0.75 1 0.293 ` 6.00 1 �! ca' 1.86 llffjff= 1i E 1 393.69 1 124.0 1 0.01 1 0.2183 1 �- "'� 1314 1 016 4D DI -7 1,71 4.58 ; 0.60 4.00 0,14 �' a) i 4 f I i .._. I =s E I UI C t 0.06 0.60 6.50 1 U I- 0.8 WEIRFLOW N I a=, U j ,I , V I of ..�. 7 C $ - . ji 1 m 1i 0.18 0.67 0.121 U': Y U;` 0.77 SM 464.20 cu 78.6 1 U i 19 15 11FAM 6.71 1 0.20 Hi 0.87 0.183 1 0.303 1 6.20 r i o 1 457.00 1 455,05 1 15.2 1 0.01 1 0.1281 1 `ilk I 11.24 1 0.02 4D %77 WA r ; A WMOM 0.47 i 0.193 'ao t 0.193 ' 8.50 0.0500 5.70 0.54 0.0830 0.265 Anlet 0.457 0.1 8.90 ��= 5.60 0.74 t t', 0.141 11 0.598 1 2.0 9.23 1 2-7867 5.53 0.74 1 0.213 0.296 TOO 2.453 1.29j1jj469.35 9.64 465.20 1 5.44 0,80 1 0.0598 1 0,088 7,68 1 3,310 I 9,82 1 5.41 0.00 16 DI 2C 12.0 0.000 t 1 3.310 j 9.90 tL 5.39 0.00 ►iii-__ 0.000 right I 0.01 0.08 0.001 0.00 I 0.00 0.00 3.602 i 10.00 i 5.37 0.00 t I t 0.000 lPi 3.602 `m 10.08 Ti1f�Ji�A►=- 5.36 0.76 0.334 0334 t =�4 '11, c �.'k s� ����� 461,30 179,8 0,00 � . 0,000 1 11 1 3.602 ®& 10.41 W�Wli 5.29 n = 0,013 for RCP i n = 0.01 for HDPE 0.39 1 0.75 1 0.293 1 0.293 1 6.00 1 6.35 1 1.86 llffjff= 420,75 1 393.69 1 124.0 1 0.01 1 0.2183 1 �- "'� 1314 1 016 4D DI -7 1,71 4.58 0,06 0.60 4.00 0,14 i, `F �i i 4 f I i .._. I I I 4D I DI -7 1 1.71 1 4.58 0.06 0.60 6.50 1 0.23 0.8 WEIRFLOW ,v jab yi �", c c , , {i ------- ! 1 7 t $ i . i 11 1 V. 1i 0.18 0.67 0.121 - �t R Y 1 6.35 1 0.77 SM 464.20 1 459.00 1 78.6 1 0.01 i 19 15 11FAM 6.71 1 0.20 0.21 0.87 0.183 1 0.303 1 6.20 r i o 1 457.00 1 455,05 1 15.2 1 0.01 1 0.1281 1 `ilk I 11.24 1 0.02 4D %77 WA r ; A WMOM unlet i ' 'ao t t ' drol 0.0500 t_ Curb an d Gutter 0.0830 2.7667 Anlet 0,97 0.1 I * ��= C " . t t', ����M� 11 I 1 2.0 i 1 2-7867 0.25 0.85 1 0.213 1 0.213 1 TOO 1 6.07 1 1.29j1jj469.35 465.20 1 69.3 1 0.01 1 0.0598 1 15 Ill= 7,68 1 0.15 I right 0,16 0,54 0-086 0.35 0.00 0.35 1 „ 0.0830 16 DI 2C 12.0 �- t 1 0.188 j IllI tL 00200 0.0300 2,0 0,0830 2.7667 0-68 1.00 1.5 ►iii-__ '. right I 0.01 0.08 0.001 0.00 I 0.00 0.00 I' i --® i _1._ i i t I t � lPi r IN `m �il�' Ti1f�Ji�A►=- ���� 0.76 0.334 0334 t =�4 '11, c �.'k s� ����� 461,30 179,8 0.01 � . t 1 1 11 1 0.84 ®& ` W�Wli 0.571 7.84 5.85 , 2 "Aft �i1i�f�'.6AMRI, 0.01 0.0050 15 4,05 0.09 W.Al�i1"AWNr�r♦� 0.81 0.016 ' 7.92 5.83 0.09 461.00 460.69 ®yFF�A�m�kd ,� Iy '���w>��®® 15 fi��RVA"idit 0.11 0.70 l�l AD 11 1 •11 1,147 ®�'r y A �i�:I��1� � +��® 457.63 11: 79,5 0,01 0.0325 15 9,79 0.14 0.03 0.70 0.021 1-471 $-16 5.77 0.12 454.95 447.54 56.0 0-01 0.1323 15 17.48 0.05 0,03 0.70 1 0.021 1 1.559 1 8.22 1 5.76 1 0.12 447.44 1 444.68 1 65.0 1 0.01 1 0,0425 15 11.64 0.09 �! o F'" . ` !`�l�eT'/j j �%L. WI or,J-J,. w`! 1�: T 1W, WI1A`MSl/1'N t 1�� 1�1111I1l�1I111111�1 S .Ti71�1 Q) a .W.'WI ' Y a r®� �, , i--W,11.Fl�,jrt xr :. f 1�i�, 7�1\l�a-I_j11 - } b. Tar{ irr��r111' m m .... ------ 1 r�wirl���lll�.. m - I QWZII 1 1 . M, s,�.�f.�rwl�n.:--,16. 0.83 1 0.066 1 0.066 1 5.00 0.39 1 0.75 1 0.293 1 0.293 1 6.00 1 6.35 1 1.86 llffjff= 420,75 1 393.69 1 124.0 1 0.01 1 0.2183 1 18 J1111M 1314 1 016 4D DI -7 1,71 4.58 0,06 0.60 4.00 0,14 0.6 WEIR FLOW t ( i I f I i .._. I I I 4D I DI -7 1 1.71 1 4.58 0.06 0.60 6.50 1 0.23 0.8 WEIRFLOW ... INLETS ON GRADE DESIGN CURB SPR D CAPTURE) SPREAD AN INLET TU : c c , , {i ------- ! 1 7 INLETS N O GRADE DESIGN CURB SPREAD AD INLET CAPTURE AN o i . i 11 1 V. 1i 0.18 0.67 0.121 1 0.121 1 6.00 1 6.35 1 0.77 SM 464.20 1 459.00 1 78.6 1 0.01 1 0.0662 1 15 11FAM 6.71 1 0.20 0.21 0.87 0.183 1 0.303 1 6.20 1 6.29 1 1.15jjjl� 457.00 1 455,05 1 15.2 1 0.01 1 0.1281 1 15 NjjJM 11.24 1 0.02 4D %77 WA r ; A WMOM unlet i ' 14.013 t ' drol 0.0500 t_ Curb an d Gutter 0.0830 2.7667 Anlet 0,97 0.1 I * ��= C " . t t', ����M� 11 I 1 2.0 i 1 2-7867 0.25 0.85 1 0.213 1 0.213 1 TOO 1 6.07 1 1.29j1jj469.35 465.20 1 69.3 1 0.01 1 0.0598 1 15 Ill= 7,68 1 0.15 I right 0,16 0,54 0-086 0.35 0.00 0.35 0,0500 0.0300 2.0 0.0830 2.7667 2.57 0.99 I 0.0830 16 DI 2C 12.0 �- t 1 0.188 j IllI tL 00200 0.0300 2,0 0,0830 2.7667 0-68 1.00 1.5 ►iii-__ '. right I 0.01 0.08 0.001 0.00 I 0.00 0.00 03200 1 0.0300 1 2,0 1 0,0830 2.7667 0.53 1.00 i --® i _1._ i i t I t � lPi r IN `m �il�' Ti1f�Ji�A►=- 0.44 0.76 0.334 0334 7.00 6.07 2,03 46220 461,30 179,8 0.01 0.0050 15 3.59 0.84 0.03 0.80 0.024 0.571 7.84 5.85 0,14 461.20 461.10 21.1 0.01 0.0050 15 4,05 0.09 0.02 0.81 0.016 0.587 7.92 5.83 0.09 461.00 460.69 61.5 0.01 0.050Q 15 9.62 0.11 0.70 0.80 0.560 1,147 8.03 5.80 3.25 457.63 455.05 79,5 0,01 0.0325 15 9,79 0.14 0.03 0.70 0.021 1-471 $-16 5.77 0.12 454.95 447.54 56.0 0-01 0.1323 15 17.48 0.05 0,03 0.70 1 0.021 1 1.559 1 8.22 1 5.76 1 0.12 447.44 1 444.68 1 65.0 1 0.01 1 0,0425 15 11.64 0.09 �! o F'" ci - ? o, F `' 11 U: w`! mj C! W i u,. @ Q) a a ': A, xr :. - a - } b. s i - �, 4 m m C I m -o �--. 0 1 m - I E f > -,.r 1 1 U f'i: .;' 0.08 0.83 1 0.066 1 0.066 1 5.00 1 6.67 1 0.44449,00 i 447.54 1 22,9 1 0.01 1 0.0638 i 15 jjjj= 5.66 1 0.07 ,61 r"n 0.00 0,67: uJ . 0.0200 w" a "'' ip m- a i' a I CY I, 0 1 a 14 2 8 8.0 0.14 0 .74 0-104 0. ' ` 41. 0.4 `: 0.00 1 0.0444 0.0200 2.0 0, 0830 41:1500 0.97 ;a .463 � 520 1 .3.. 1 6 " `0 9 .1 , 1 6.13 1i 39 0.41 0,92 1 0.80 1 0,736 1 0.736 1 6.00 1 6,35 1 4.67 460,75 1 433.95 1 110.1 I 0.01 1 02434 1 15 MAIM= 1820 1 0.10 STRUCTURE . , _ DRAINAGE ...... _ .. i I—. E14M TYPE AREA P _ _ , ,__,. __ , .__.__. III-1-1.1- , __ ._ , ,._-_ _-__ ..,.,, . -,_ (FT") (FT) A ,.,. ___. _-_ (ACRES) C I _ , _._...._ -., _,: _ ., _,_,. (IN/HR) Q _ _,_ . __ _ _ (CFS) D FLOW TYPE ._ -­ . _ _-_ -_ __ , _,. ON) - _ .._ _ _ - _,._. ; 4D DI -7 1,71 4.58 0,06 0.60 4.00 0,14 0.6 WEIR FLOW t ( i I f I i .._. I I I 4D I DI -7 1 1.71 1 4.58 0.06 0.60 6.50 1 0.23 0.8 WEIRFLOW _ _ . ._ .Table 7 Grade Inlet Design Table . , _ _. ...... _ .. i .,...._ , I r .... _. _. i - _ .._ _ _ - _,._. ; ! -_ _ _ ._ _ ...._ -._,.. i •-=Wsmm�wswn t ( i I f I i .._. I I I ._.. - i -, C e I 1 t ... INLETS ON GRADE DESIGN CURB SPR D CAPTURE) SPREAD AN INLET TU : c c , , {i ------- ! 1 7 INLETS N O GRADE DESIGN CURB SPREAD AD INLET CAPTURE AN o i . i 11 1 V. 1i W i I .J F- s _ Inter; 50 6 Intense is 4 i a 6 5 -r- " for capacity nd th __ty �_..__, _. (__.._ ._ tY, - __ . in/hr for spread, and. . _-- spa._ tY a ._'P_ _) _ ,.._ _,�_ t ••• 1 _ .7 _ i O - Intensity 4.00 'o-,ensity is 4 in/hr for spread_ and 6 5 in/hr for capaalty and depth) _ ___ I i_ 1 Manna s Coefficient n is 0.013 ; d' _ CA i F W ; - _-, ,. - ..._. ,_, _ Manna 5 Caefficientnnis i Re ®� 707 ... -.., 0.07 1 0.00 0.07 ..., Inlet , , 4D %77 WA r ; A WMOM unlet i ' 14.013 t ' drol 0.0500 t_ Curb an d Gutter 0.0830 2.7667 Anlet 0,97 0.1 I * ��= C " . t t', ����M� 11 I 1 2.0 i 1 2-7867 i - (,__ _,--._..-- 1 0.0830 1 12 1 Di -2C 1 12.0 combined flow 0.9 0.193 OEM right 0,15 lmm ! 11 I-.---,--., i 1 I right 0,16 0,54 0-086 0.35 0.00 0.35 0,0500 0.0300 2.0 0.0830 2.7667 2.57 0.99 I 0.0830 16 DI 2C 12.0 �- t 1 0.188 j IllI tL 00200 0.0300 2,0 0,0830 2.7667 0-68 1.00 1.5 ►iii-__ '. right I 0.01 0.08 0.001 0.00 I 0.00 0.00 03200 1 0.0300 1 2,0 1 0,0830 2.7667 0.53 1.00 i --® i _1._ i i t I t � lPi r IN `m �il�' Ti1f�Ji�A►=- right 0.18 0.54 0.086 0.66 0.00 11 and r f drain Id iii Inlet size for structures dete­ 11rmined by overland flow. Pipes have been sized tt include overland flow as well as yard inlet o0 - ra- a- a areas. { 1 42 L IN"64 '9 ►moi wwdrl�r�% t W is N C 0.01 0.0200 0,0300 2-0 0,0830 2.7667 0.82 1.00 o ; - CV / / i rn`. a �ir`�r�r� /i/�1■���l li1■!"-i. 1 �) . / r lml . rw� : j �a>ci____- I 81 i j Wim;' i5 N' u �' a: �' m O, ,I ^i �, N YDo !_ 3' N...� �� W.. N m- �I �N m,w-m ai ^ ! o j - -r < ,c` WI _ K �=�___ Ci � t ia: m `j `mi 1 11 c 5 .x __-�® N m }i O 07 (1) � s to wt `w, �! o F'" ci - ? o, F `' 11 U: w`! mj C! W i u,. @ Q) a a ': A, xr :. - a - } b. s i - �, 4 m m C I m -o �--. 0 1 m - I E f > -,.r 1 1 U f'i: .;' U ! N : '1 '. ,40' W ir" i i 1 -.. Qa i > a ¢ V (5 ; U, eF a 0 ,61 r"n 0.00 0,67: uJ . 0.0200 w" a "'' ip m- a i' a I CY I, 0 1 a 14 2 8 8.0 0.14 0 .74 0-104 0. ' ` 41. 0.4 `: 0.00 1 0.0444 0.0200 2.0 0, 0830 41:1500 0.97 ;a .463 � 520 1 .3.. 1 6 " `0 9 .1 , 1 6.13 1i 39 0.41 0.00 . 1 6 0.00 18 2B 10 0 0.38 0.47 0.179 . 0-71'„' 0.00 0,71`: 0.0278 09200 2-0 0-0830 4 4a500'; 0.88 3.x120 `s0 1453 4 ,j488„ 7,05 ?4 ' 1. _2. 0.71 0.00 - 24 2B 4.0 22 26 4.0 0.03 0,70 0.021 0.08 0.00 0.08 ; 0.0917 0.0200 2,0 0.0830 .,4.iwo 1.00 35120 0,1463 ''0.1663 884 1:04' O.qB 0.00 0.23 0.72 0.166 1.08 ' 24 2B 4.0 0.03 0.70 0.021 0.0& 0.00 O,QB 0.1000 0.0200 2.0 0,0630 X4.1504,' 1.00 . $ 5120 ;;0.1463` : 41663 '-77 3.94 i;02 ": 0,08 0.00 0-30 0 7s 0.228 4s 1 2s 2B 10.0 0.23 q 72 o,1ss q:BG ' q.0o 0.66 0.0746 o,a200 2.0 0.0830 j "" 415oD. 0.95 3 5120 :0.1463 -1 1.48 "` 0.1 590,,: 8.82 1:13 0.66 0.00 0,00 1135' 0.0383 28 2B 4.0 0,02 0.81 0,016 ,0,06_: 0.00 0.Q6 -' 0.0200 0.0200 2.0 0.0830 �4.?5Q0 1.00 ¢ 3.5120, 0,1463 `` PA ' '1 ', 2 18 1:84,; 0.06 0.00 - 2 0 32 2B 12.0 0.30 0.76 0.228 0.91 ' 0.00 0.91: 0.0354 0.0200 2.0 0.0830 W.1500; 0.88 3,5120' 1.0.1463 x,0.1488 . 8 40 1: 43 . 0.91 0.00 - 0.97 34 28 12.0 0.25 0.83 0.208 0,8:3':' 0.00 0-83,. 0,0383 0,0200 2.0 0.0830 4:1540: 0.88 ,.35120;1, 0.0918 8-27 .1`:45: 0.83 0.00 - .3.5120 36 2B 12.0 0,21 0.87 0.183 0.73' 0,00 0.73 - 0,0491 0,0200 2,0 0.0830 ,4.150(!'': 0.92 ' 3.5120 jj'�Li0.14881. .0.1546:8.25 ... .._...._.-------- __._._... .._.._..__._.. ,1.45 0.73 0.0038 2B 10.0 0-16 0.67 0,107 . : 0,00 0,43. 0.0492 0.0200 2.0 0.0830 ` 4,1500 0.97 3,5120, ;.,0.1619 6.42 1:56 , 0.43 0.00 - 40 26 8.0 0.08 0.83 0.066 027) 0.00 0,27,=; 0.0918 0.0200 2.0 0-0830 ,4:1500; 0.99 :3,5120';,0,146$ ®� .'0-1649,; 6.26 1.28,, 0.27 0.00 - for Inlets dr inin to s 0 a torm�vater mans nt f in/hr I management acuities where overland fkrnr to facilities is not available 1 re is required at 6.5 0@ /o ca to 40TE Inlet size for structures determined by overland flow Pi have been sized to include overland flow' as well as and inlet and roof drain drain -gear _ ...__. _..-._. _ . .... ..... .. ----"-'l---------. Table 7: Grade Inlet Desig�7n Tablet 7 _, - - .... .... . _ : ...... _ .. i .,...._ , .I._._. ----- -..__. .... _. ,,.._.. ..,,_ _ __ 1 . .. I - _ .._ _ _ _..... _. ,.,._. ,,., ._. _ ,. j _ r _ . _ _ ,.._ , .._._ _ ....._.--- , ! "��=e • : I I •-=Wsmm�wswn t ( i I f I i .._. I r I ._.. - i -, C e I ---__---I": t ... INLETS ON GRADE DESIGN CURB SPR D CAPTURE) SPREAD AN INLET TU : c c _ '. m CL m 7 i of b� (5 o i . i 11 1 V. 1i W i I .J F- s _ Inter; 50 6 Intense is 4 i a 6 5 -r- " for capacity nd th __ty �_..__, _. (__.._ ._ tY, - __ . in/hr for spread, and. . _-- spa._ tY a ._'P_ _) _ ,.._ _,�_ t ••• 1 _ .7 _ i O - L ^^ _ ___ I i_ __._ _ _ Manna s Coefficient n is 0.013 ; d' 1 r CA i F W ; _-®® N f i Re ®� 707 i j 0.07 1 0.00 0.07 Inlet , drol 4D %77 WA ;Curb and Gutter ; A WMOM unlet i ' I i i 0.50 0,00 0.50 0.0500 0.0300 �N�K�®��� 0.0830 2.7667 2,96 0,97 0.1 I * ��= C " . t t', ����M� 11 I 0.0300 1 2.0 i 1 2-7867 i - (,__ _,--._..-- 1 0.0830 1 12 1 Di -2C 1 12.0 combined flow 0.9 0.193 OEM right 0,15 lmm ! 11 I-.---,--., i 1 � i a IN right 0,16 0,54 0-086 0.35 0.00 0.35 0,0500 0.0300 2.0 0.0830 2.7667 2.57 0.99 I 0.0830 16 DI 2C 12.0 �- t 1 0.188 j IllI _� m 00200 0.0300 2,0 0,0830 2.7667 0-68 1.00 1.5 ►iii-__ '. right I 0.01 0.08 0.001 0.00 I 0.00 0.00 03200 1 0.0300 1 2,0 1 0,0830 2.7667 0.53 1.00 1 --® 30 DI 2C 4.0 ed flow i i 0.0 i i t I t � 1 1 r IN `m �il�' Ti1f�Ji�A►=- right 0.18 0.54 0.086 0.66 0.00 11 and r f drain Id iii Inlet size for structures dete­ 11rmined by overland flow. Pipes have been sized tt include overland flow as well as yard inlet o0 - ra- a- a areas. { 1 42 L IN"64 '9 ►moi wwdrl�r�% ( W is N C 0.01 0.0200 0,0300 2-0 0,0830 2.7667 0.82 1.00 N LL] - CV / / i ��tWI m �ir`�r�r� /i/�1■���l li1■!"-i. 1 flow i i ; / r lml . rw� : W �a>ci____- I O F- !� I- pavement will not have curb s read but will have inlets read and depth r inlets Di- in open ave e t areas o a u 1 ate e s i ( Pe P P P P t w r management facilities the 6.5in7hr check storm will suffice for the 1 r conveyance to the facilities - for inlets draining to storm_ ate,- Oy Y " i_.-_. �� .> __._, , _ __.. _ _ ._.._ �__.._. NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas, p � !_ � �� I C m- �I �N m,w-m cl ^ ! o j - -r < WI a' O' �=�___ Ci � t ia: mi `mi 1 11 ®® a- .x __-�® N i"'.. }i O Wi f- j (1) � s to wt g}', cv " o R F `' ' L ,n �' 4 1 E ❑ Q) a a .fl x _'S ® , , o a- m -o �--. 0 �° m - �. , m E f > -,.r Q i U U f'i: CJ til: U ! N : ! Cq ,40' W ir" (0 , Jn -.. J: a O i o r tK 14 28 89 0.14 0,74 0,104 0.67. 0.00 0,67: 0.0444 0.0200 2.0 0.0830 ;,4.1500 ; 0.97 3.5120 0.1463. O,t619 ,� 7.52 1.08,''; 0. 0-00 - 18 28 10.0 0.38 0.47 0.179 1.16 0.00 :III1.16 0.0278 0.0200 2,0 0.0830 4.1500.' 0-88 3.5126 0.1463' 0,1488 8.64 11-67 1.W,, . 1 6 0.00 - 22 2B 4.0 0.03 0.70 0.021 0,14 0,00 0.941 0,0917 0.0200 2,0 Moew 4.15oq Too 3:5120 0,1463', 0-1683: 4.71 0.85!;' 0.14 0.00 - 24 2B 4.0 q-03 0.70 0.021 >0.14< 0.00 0.14` 0.1000 0.0200 2.0 0.0830 -''4,1500':' 1.00 '3,5120 0,1463 0,1663: 4.83 0.83'.: 0.14 0.00 - 26 2B 10.0 0.23 0.72 0.166 1.08 ' 0,00 1.08 `: 0.0746 0.0200 0.0200 0.0200 2.0 2.0 09830 0.0830 s4.15o0; 4,1500"- 0.95 1,00 3.5321)' 3.5120 0.1463 " 0.1463 0,159p 0.1663 10.82 ' 2.67 0.92.'; 1,50 1,08 0.11 0-00 0-00 - - 28 2B 4.0 0.02 0.81 0.016 061. 0.00 0.11, 32 2B 12.0 0-30 0 7s 0.228 4s 1 1.4a , o.o35a o.o2ao 2.0 o.os3o 4 9500 o- s8 3 120 6 0.1463 a.14e6. 10.30 1,1 ' 7 -1 1.48 0.00 - 34 2B 12,0 0.25 0.83 0.208 „1.35 , 0,00 1135' 0.0383 0.0200 2.0 0.0830 4'1600 ` 0.88 3MW 41463: 01488 10,14 .11 .1.18 1.35- 36 2 12-0 B 0 1 2 0.87 0183 1:19 Qr9 1,18 :' 0.049 1 0. 0200 2 0 0.0830 ' 9:1600;; 0.92 3.5120 0.463 1 101 0.546 1 1 19.. 1, . 1.19 0.00 _ 38 2B 10. 0 0-1 6 0.67 0-107 - 0.70 0.00 0.70 ° 0.0492 0.0200 2,0 0.083p 4.1500- ` 0.97 .51 3 2q, 0. 463 1 ., . , q,1 19 6 7.87 27, , 40 2B 8.0 0.08 0.83 0.066 Q.43 0.00 0,43;'.. 0.0918 0.0200 2-0 0,0830 , ,,41600;;= 0-99 .3.5120 0.1463 ,. . 0.1,849.'''. 7.68 1.04% 0.43 0,00 - far inlets drains to stormwater manary�ryy�nt facilities whey n9 e .. _.._......_._..__........__._ ,_. ...._.,.,,.. ,_.......... . _.__-.._s'i.",'.^'._.__ overland flow to facilities is no avails 1 °/ capture is r it 6.5iNhr a t available, 100 nu ed at .. ..... ......-.,_...,.. , --,._..,......... -a.... .... ..... .... _...._,_.---- ------ , _-... , _.....-.._.-._. ... .._...._.-------- __._._... .._.._..__._.. NOTE: inletsize for structures determined by overland flow Pipes have been sized to include overland flow as well as yard mlet and roof drain drainage areas,! 1 Tabte 6 Sump Inlet Design Table , ! __ .... _, _ - _. _ , , _,._ ._ _,_,___, .._ __--, _ .__.,,._,_ _. __.. _M._.,. _ ., __-._,_ _ i ; I ! j _ _ , .,,_ _,_ ., _ ._ _ _ _ ..... _.__ ..-,.._ f __,,,-, ___ __- ,._ _., _-_ _._, _-_,_,_,__-__-__.-_ r # i I ! t t r ♦ ♦ ! r r PR A INLET PR AND DEPTH) INLETS IN SUMP, DESIGN {CURBS SPREAD AND SPREAD EP ) ._...,__. _.-.,_v. _.. ,_.._».,,,.. _. _._.,-._,_.. .,._.... .,..._-..,._,-,.._.,,.___.__....-_,_,. _,.._,-_,-,._,.. _.�._._,.. ,....._..... __. _._ .. ,.,.--. _._,._ -...._ f , f 1 mm I_ _.. .__.__.__ i __ __ -.1.._-_._. ___. __ _.___� _ n n i i 4 in/hr for rad and 6.5 in/hr for capacity and depth) 1 Intensity.__ ,{I to sty s spread, �.__ P ) I _._._____ _ _ _-..-_. _� ___:- _ __p _�__r.,_.__ __: ___ _ ___ ._ ____,__ .___M___.__ __,,.__-.____.___,_..__,_ ..- _ -._ -r" i _. 1___.____ 1 --------___._ nt, Mannings Coefficient, n is 0.013 ( f ; ; Inlet j i Hydrology { ; :Curb and Gutter , PIPE •- •' I ! "��=e • ;i 1 y°" i i i4 I i i •-=Wsmm�wswn t ( i I f I i • r r I - i -, C e I a t i i - • 1 c c 0 1 { tt.) _ } I of m`j; m CL m i V' m; i ; ii 1 i of b� (5 o i . i 11 1 V. 1i W i I .J F- s f l6 yy i tl S i : t ••• 1 a i a I� = G , _ QI i A` i O - L ^^ W IL > -„� U1 O' O a to i F i W ®=__ d' 1 r CA i F W v W _-®® N i Re ®� 707 i 1 0.3010.0181 0.07 1 0.00 0.07 VJ , 4D %77 WA vied tow ,1 cont f 0 o C Z Z A WMOM i Wt 1 0.17 0,74 =_�� 0.50 0,00 0.50 0.0500 0.0300 �N�K�®��� 0.0830 2.7667 2,96 0,97 0.1 I * ��= 1 0.74 " . t t', ����M� 0.0500 I 0.0300 1 2.0 1 0.0$30 1 2-7867 1 2.82 1 - (,__ _,--._..-- 1 0.0830 =�����iNrpy 12 1 Di -2C 1 12.0 combined flow 0.9 0.193 OEM right 0,15 lmm ! 11 I-.---,--., i 1 � i a IN right 0,16 0,54 0-086 0.35 0.00 0.35 0,0500 0.0300 2.0 0.0830 2.7667 2.57 0.99 i i 0.0830 16 DI 2C 12.0 flow, 0.9 I I t 0.188 --_.,_, „•_-_.___.... ,_,.•_. IllI left 0.02 0.08 0,002 0.01 0.00 0.01 00200 0.0300 2,0 0,0830 2.7667 0-68 1.00 1.5 ►iii-__ 0.267 right I 0.01 0.08 0.001 0.00 I 0.00 0.00 03200 1 0.0300 1 2,0 1 0,0830 2.7667 0.53 1.00 ! --® 30 DI 2C 4.0 ed flow i i 0.0 i i t I t � 1 1 r IN `m �il�' Ti1f�Ji�A►=- right 0.18 0.54 0.086 0.66 0.00 11 and r f drain Id iii Inlet size for structures dete­ 11rmined by overland flow. Pipes have been sized tt include overland flow as well as yard inlet o0 - ra- a- a areas. { 1 42 Z i1W IN"64 16 DI -2C 12.0 ►moi wwdrl�r�% ( i 0.260 is ==�_�_�� left 0-02 10.08 0.002 0.01 0.00 0.01 0.0200 0,0300 2-0 0,0830 2.7667 0.82 1.00 _ LL] - . / / i ��tWI � �ir`�r�r� /i/�1■���l li1■!"-i. ©= flow i i ; / r lml . rw� : W �a>ci____- I UI L i F- !� I- pavement will not have curb s read but will have inlets read and depth r inlets Di- in open ave e t areas o a u 1 ate e s i ( Pe P P P P t w r management facilities the 6.5in7hr check storm will suffice for the 1 r conveyance to the facilities - for inlets draining to storm_ ate,- Oy Y " i_.-_. �� .> __._, , _ __.. _ _ ._.._ �__.._. NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas, p � !_ � �� 0 0 ' 1 11 �N m,w-m s • � 6 o j 0 6 < C: - 0-:a �=�___ N .2 >-Q - � 0 1 11 ®® • i __-�® N ' (1) � s to C: O �-_� Ill " o --® ,n ' }}� tJ�. �� Q) a 9191 ©® 1 ' ® '-___- :3 E U �- a- to -o �--. 0 JOB NO. m - =������� 092028 60 v 0 a SCALE 1 / 1 � p • 'll��.�., ���' iild�l,riYlr�r�r.�'ri11 moi{#`6"��,�►J�ll�..'�Y�';'i SHEET NO, •i.Lr�►-��1i t/ii.i1��111� •�ll.-.r��r-��. - 0. = ==5 -'II�-1-J.�_ r� ■ �.iir�rrf =___�-®®Mm® •=�� . • mm126 '� _____ ©�®®® _�-_M�® t 11 �®. • I , I . • . om. .• 11 .. 1 ��� � � ��=�� ���� ��r liltl♦ I• -/iii►T�IT�,rr�� MW�MMMM�- 5=5��Z==� Z=5�5� �111111�.a�1 =�rW����� ��� W ' __�_-Wzwym,y / 1 1 mrm= ! � ® I.�rl� f / ���___�. ff�-���_�fp" M-- t11 Y� 1 • i ��_M_�� =������__�� mm=���__�� e ' t 11 ®� r • ®M ' ` fid L'i•�1 �����_- -���__-____� __--___�� __--�� t 1/ ® .. t 1 s• Q 111111MY1111#11116111i MMM ®_M �� �-= MM �-mow • ' t 11 ��f ''O 10. iiia__-- �� t" ' / 11 � M-71 1 r i =���__-�M 1 / 1 � . / Do ®® r r wen.mm���___�� ©-_��__� / /J � 9 • .1. _�� t 01:/ � ioi -=�� _��_�_- �___ __����� Tabte 6 Sump Inlet Design Table , ! __ .... _, _ - _. _ , , _,._ ._ _,_,___, .._ __--, _ .__.,,._,_ _. __.. _M._.,. _ ., __-._,_ _ i ; I ! j _ _ , .,,_ _,_ ., _ ._ _ _ _ ..... _.__ ..-,.._ f __,,,-, ___ __- ,._ _., _-_ _._, _-_,_,_,__-__-__.-_ r # i I ! t t j1 1 i PR A INLET PR AND DEPTH) INLETS IN SUMP, DESIGN {CURBS SPREAD AND SPREAD EP ) ._...,__. _.-.,_v. _.. ,_.._».,,,.. _. _._.,-._,_.. .,._.... .,..._-..,._,-,.._.,,.___.__....-_,_,. _,.._,-_,-,._,.. _.�._._,.. ,....._..... __. _._ .. ,.,.--. _._,._ -...._ f , f 1 mm I_ _.. .__.__.__ i __ __ -.1.._-_._. ___. __ _.___� _ n n i i 4 in/hr for rad and 6.5 in/hr for capacity and depth) 1 Intensity.__ ,{I to sty s spread, �.__ P ) I _._._____ _ _ _-..-_. _� ___:- _ __p _�__r.,_.__ __: ___ _ ___ ._ ____,__ .___M___.__ __,,.__-.____.___,_..__,_ ..- _ -._ -r" i _. 1___.____ 1 --------___._ nt, Mannings Coefficient, n is 0.013 ( f ; ; Inlet j i Hydrology { ; :Curb and Gutter , 1lnlet I ! i ` j ;i 1 y°" i i i4 I i i 1 ; I t ( i I f I i �,i l i��Y. 1 i ; 1 : �' I as I t ttttf i U i -, C e I a t i i - y i c c 0 1 { tt.) _ } I of m`j; m CL m i V' m; i ; ii 1 i of b� (5 o 0; o - i �- I L,U I v i - m C 92 Q i Q Y W i I .J F- s f l6 yy i tl S i o (� j 0) w _ ppj 1 F- i 2 1 m a i a I� = G , _ QI i A` i O - L ^^ W IL > -„� U1 O' O a to i F i W v d' 1 r CA i F W v W ._..__.__„_� l________ N (D V) /j 1 707 al I 0.06 1 0.3010.0181 0.07 1 0.00 0.07 VJ , 4D %77 WA vied tow ,1 cont f 0 o C Z Z A WMOM i Wt 1 0.17 0,74 0.126 0.50 0,00 0.50 0.0500 0.0300 2.0 0.0830 2.7667 2,96 0,97 0.1 W right 1 0.15 1 0.74 10.1111 0.44 1 0.00 0.44 0.0500 I 0.0300 1 2.0 1 0.0$30 1 2-7867 1 2.82 1 0,98 (,__ _,--._..-- 1 0.0830 2.7667 12 1 Di -2C 1 12.0 combined flow 0.9 0.193 OEM right 0,15 left o.2s o.5a 0.140 0.56 o.ao oss oa5oq 0.0300 2.0 o.os3o 2.7ss7 3.08 0.97 I-.---,--., 0.00 0.72 right 0,16 0,54 0-086 0.35 0.00 0.35 0,0500 0.0300 2.0 0.0830 2.7667 2.57 0.99 i i 0.0830 16 DI 2C 12.0 flow, 0.9 I I t 0.188 --_.,_, „•_-_.___.... ,_,.•_. IllI left 0.02 0.08 0,002 0.01 0.00 0.01 00200 0.0300 2,0 0,0830 2.7667 0-68 1.00 1.5 0.267 right I 0.01 0.08 0.001 0.00 I 0.00 0.00 03200 1 0.0300 1 2,0 1 0,0830 2.7667 0.53 1.00 ! 0.91 30 DI 2C 4.0 ed flow i i 0.0 i i 0-015 i* gutter longitudinal slope of 0.001 should be used in a sump condition i � 1 i j D ­­­­­ 1-in have but have islet depth i i grateinlefs (DI -7) open pavement areas will Hent a curb spread, will spread and i , i I s w er man ement faccilities the 6.5iNhr check storm will suffice for the 10 r con ce to the facilities - for inlets drainm to toren at ve an I a9 Y I 9 Y i right 0.18 0.54 0.086 0.66 0.00 11 and r f drain Id iii Inlet size for structures dete­ 11rmined by overland flow. Pipes have been sized tt include overland flow as well as yard inlet o0 - ra- a- a areas. { 1 0.17500 0.0300 2.0 0.0830 2.7667 3.08 0,99 - ._.,,__. ._ _.._ . -- ---- - - - ,. _, .� _ _-- --1 - ---- - _ __ _,. . _-._. , _(_.. - ,, r ;Table 1"a:Sump Inlet DeslgrlTable-­k11-1----4------i ;_____ ' - F 1 _ ITI--- ....... ! t i i z # s 1 i f I i ; i _._, _-_,_,_,__-__-__.-_ r # INLETS IN SUMP DES G U { ) 1I'll DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH �..,_,_,_.,___,..,. -.. -..___,__..,__.. .. _...-....--._.--._,,,,,,,,,,,,,;,,_._____....1_..._..___.�,.:'__,.,____._1__,., __....�......__M__.d _.,...._ ,._,._.___....f_..-._:__M..l_...,_..__.____.,,_._L,_....._,,,...,__,..,_-,,..,__,. _.e. ,..___...._�1-11-1-­11.1-7_ i._ -,_.-._,__I_.,,,.._-_"-.--..-._.__..,-,,,_ _.._. f S I I Intensity 6.50 , {intensity is 4 irulhr far spread, and 6.5 in/hr for caps sty and depth) i �i M -11-"t 't T" p r 1 i i a I t . 13 � i Mannan s Coefficient n is 0 Q i 9 < Inlet Hydrology � to Z. ICurb and G1 utter r inlet 1 i i ; I ! I 3 fi I i i 1 ; I 0) I I N I1. I i t6 1 i i t 1 9'r o . 1 c c i � 1 { tt.) _ } I of m`j; ' 1 N j( U1 8 a 0 a 2� E 0; o I j -o 1 16l 92 Q i Q I C ?+ I. (6 i b Y ppj 1 F- i 2 1 I t V i f , x i m`O, I 0 4> m v t C O Q fy ( .fl - gg i i O -.- m > i -i U i 6 1 1.'J ; Ci CA i F W v W ._..__.__„_� l________ N (D V) /j 1 707 a) -0 VJ , Z o C Z Z -.1w i all .06 0 0,30 0.018 012 0.00 0.12 Z F- a z ow VVY 4D DI -7 WA I combinedfioww 0.1 W 0MWA j ;eft 1 0.17 1 0.74 10.1261 0.82 0.00 0.82 0.0500 1 0,0300 1 2,0 1 0.0830 2.7667 3-55 1 0.97 rn C- c right 0,15 0.74 0.111 0.72 0.00 0.72 0.0500 0.0304 2,0 0.0830 2.7667 3,39 0,98 V m N IllI 12 DI.2C 12.0 combined flow 1.5 0.267 ( left 0.26 0.54 0.140 0.91 0,00 0.91 0.0500 0,0300 2,0 0.0830 2.7667 3.70 0,97 ; F-i� I_.,... ,-,_,, ._,__,__ , - D __„____,-f.___.._.___�-----___,__ ._, ___. O right 0.18 0.54 0.086 0.66 0.00 0,56 0.17500 0.0300 2.0 0.0830 2.7667 3.08 0,99 I _..._ ._.__.,.,.__. ._._ _m_ 16 DI -2C 12.0 flaw 1 1.5 ( i 0.260 7 11-11 left 0-02 10.08 0.002 0.01 0.00 0.01 0.0200 0,0300 2-0 0,0830 2.7667 0.82 1.00 _ LL] - right 0,09 0.08 0.001 091 0.00 0.01 0.0200 0.0300 2.0 0.0830 2.7687 0.68 1,00 � _..__ ...__....___ __.._. ___m 30 DI -2C I 4.4 flow i i ; 0.0 j ' i 0.020 W I* gutter longitudinal slope of 0.001 should be used in a sump condition ' ; j y I I UI L i F- !� I- pavement will not have curb s read but will have inlets read and depth r inlets Di- in open ave e t areas o a u 1 ate e s i ( Pe P P P P t w r management facilities the 6.5in7hr check storm will suffice for the 1 r conveyance to the facilities - for inlets draining to storm_ ate,- Oy Y " i_.-_. .> __._, , _ __.. _ _ ._.._ �__.._. NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas, p ----------1 _ T 010j f� J 1 1�6 / 'n i y„a WSCOTT ;� . COLLINS'� 0 --a .) Lie. o. 035791,E ` 196 ��/ SI NAL 1� ) P < CL CKr U 00 to Z. < li! E Zcyi 0) Uj ce r11- Zcyi 0) Chi 1111111111111111111111111 14 CO v O I �- Q Z5 Q r Uj a o � N (D V) /j 1 707 a) -0 VJ , Z o C Z Z -.1w � a [� w � '"�w � Z F- a z ow VVY Z :5 0 Cn 0 Z z W Q J g Q 1111 " j��\J� CL J L Ci O O O ! aU -E C �S N J�y/ „j,, rn C- c - O U Zi--! N U v _ C o � V m N IllI / 1..L.rAZ m '- -0 c2 X LL] < I...I < 0 � ° Q) F-i� , - D O 4./J UD) Ul �.I) te -F- . .t_ - LIJ 6 F- 0 Q) z W LLj � w w LL] s. � 0 � O w 0 U W UI L i F- !� JC © O !_ 1.1.1 0 0 a � ,/ W � 6 o j 0 6 < C: - 0-:a N .2 >-Q - � 0 C) 0 U O X N ar v (1) � s to C: O U Ill " o ,n }}� tJ�. i " I Q) a LU 0 W :3 E U �- a- to -o �--. 0 JOB NO. m - 092028 60 v 0 a SCALE v ._ IA&\ti a 0 � �V�'� p U 6 . C - �N! J I ,n - >" a0 SHEET NO, 9 a o - 0. = .I- F- 3�