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HomeMy WebLinkAboutWPO200600016 Plan - Stormwater Stormwater Management Plan 2007-08-30R 7 649 PROFfi/r RD SITE aa° V�0 0 COUNTY, VIRGINIA VICINITY MAP NOT TO SCALE hV 1 , :2001 SE1Ai,L 3% S;)BJEC'i' TO ",IQSPECTION BY i�:.,132:;1h%I:I.E COU\IY S+J'•VICE AU'T'I-01,1TY IN;SPJ:CTCiRS'. TJiI, CO- FILL }3Ps RIiSJ'01I- .,z13Lr FOR NOTTFYING TR Ys:G'?!3i:. SE::?N/Ck: i:U'L'IJi'i'.7.'t'Y 0:�'r_C:C7II,S AT 1'i1J START OF 'THE 111102'.C. 1. 'i NE LOC.ATICtd OF LX STT_I:CUT7L,.iT1Es Ai_RUSS T];Le is1I4!; t)I TE f3 PROPOSi3l) iiO IC ?� T' E NOIz1,]C;'.SSARILY S11011N 0I11 THE P%111',S AND WIIE:,4; S Fi0112" I+Ri', U.'?�Y APYROX� t7- z'I,I;k C'Ulii'. c;C'i'. THE CONT:,AC TOR SHI.LI. ()N ITIS OWN INITIATIVfi LOCATE AU. ONDER+3JtOVND J,INr3 v17 SrRUC'i' IBES AS NIECi::ISARY. :3. Al'i, i•tATi31l3.A1,5 .TtND COI; S'I'i.UC:'i';.0?� SI+ILLI, COt•;PLY t;ITH 'I iE C.J1,R.?,VT EDITION OF THE GENh .L.t•ATER i�Ni) SF,S'7r.R COLI`3'+'iUC1'IOIi SI?ECiFICA- I,O S ASADO"'.N'ED 1�Y THE ALI1 EI,L'�RLE COUNTY SJ."TCE 100THOIRIT'v. 9, 1)?"I'Um FOR ALL ELEVATIONS SHOI`i� T1 NFti"]{ N L GvODETIC SURVEY. 5. TEE CONTWCTOR^ SNA'LL wE RES1'ONrS .BILI. iOR I�U'1'7.3 YINC -i 11 SS G. A',L 1VA'rER AAI) SEWER PIPES Sir -0,1, .,:�X:, A.M11;11,1"1'1 of -i iEln' or COVED. Atj imsurl) FROM Till: Tor, OF ?'IEE, OVER TH:; CLNIEPI.,INE o PTI E. THIS INCLUDrS ALL J'IRI: fr:"1)RAi :" IT,128, SERVICE V SCE LR7BR-71LS llvJ) WATiiR LINES, 1, C. 7. ALL WATEi; AND ::PWJ:.T.•: ?:PPURTE%UNC: �S 7tI:I; Tp rir•: LOCA't'!3I) OUT,13..10% Oi . ROADSIDE D1111 J{Ii3. G. VRLV.TiS ON Jv`ES £;I BE iLOJ)I)ED TO {'?;JV7;7)E AD2QUATH F:TuSTLnIDi'r FOR 1'FJ1; V!ileVt:.I UR1f�G A f-13T'U i3 EXTI:NS10;7 OI •' '€'} {P :,.I:I k,. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN, 2, ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED, 3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION, 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 211 (HORIZ❑NTALIVERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 311 OR BETTER ARE TO BE ACHIEVED, 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 'TRAFFIC CONTROL DEVICES, 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III, 8, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 2026). idA J'$i+� -�:.Elmo M - W& W Store # 09417 and etai"I Shops S 2 & rof fmit Road 10VAffi e %.harlotte 11 VA Owner/Developer: Laird Virginia, LLC 5500. Lonas Drow e, quite 300 Knoxville, Tennet ee 37909 Contact: Rob III, A � �w Phone: (865) u 770 APPROVED by the Albemarle Cownty Community D_ lopment Depa nent its1iU2�dc,00 1 Index to Drawings SHEET No, LATEST SHEET TITLE ISSUE DATE REVISION DATES 0-0 COINER SHEET (SHEET 1 OF 23) 02/'23/06 08106107 Q C-1.0 SITE SURVEY OPOGRAPHIC PLAN 02/23/06 08/18106 06/27/07 VIRGINIA DEPARTMENT OF TRANSPORTATION (SHEET 2 OF 23) HEALTH DEPARTMENT REQUIRED �I17 C-2.0 S/TE DEMOLITION PLAN (SHEET 3 OF 23) 02/23/06 05127107 1, THE SITE SHALL BE COiNSTRUCTED IN GENERAL ACCORDANCE WITH THE PRELIMINARY SITE PLAN ENTITLED C-3.0 SITE GRADING PLAN (SHEET 4 OF 23) 02123106 12101106 40 0-3. OA DESIGN SHEET (SHEET 5 OF 23) 08118106 SF= 31 71 C-3.1 SITE EROSION CONTROL PLAN (SWPPP) 02123106 09129106 50 AF (SHEET 6 OF 23) THE IMPACTS OF THE ;SITE LAYOUT. LANDSCAPING SHALL BE PROVIDED TO THE SATISFACTION OF THE:. 1/200 �F= 7 57 0-3. lA SITE EROSION CONTROL PLAN (SWPPP) 09129106 128 132 WALGREENS ACREAGE .•....•.......•.....•.. (SHEET 7 OF 23) J �[ REVISED PER RETAIL ACREAGE C-3.2 STORM DRAINAGE WORKSHEET 05118106 11/01106 da -LZ -�---_-__--111`1__.._____ (SHEET 8 OF 23) 09/29/06 1, WALGREENS PARKING STALL DIMENSIONS, 9'x19', C-3.3 SITE EROSION CONTROL DETAILS 02123106 08118106 MAGISTERIAL DISTRICT: 3 RIVANNIA (SHEET 9 OF 23) ALBEMARLE COUNTY, VA -' C-3.4 SITE EROSION CONTROL & 08123106 12101106 REVISED PER WATER OLIAL17Y DETAILS COUNTY COMMENTS (SHEET 10 OF 23) C-3:5 SITE GRADING DETAILS 05118106 12101106 (SHEET 11 OF 23) C-3.6 STORM SEWER PROFILES (SHEET 12 OF 23) 02123106 06127107 C-3.7 STORM SEWER PROFILES (SHEET 13 OF 23) 09129106 C-4.0 SITE PLAN (SHEET 14 OF 23) 021.23106 08106107 ;; Q C-4.1 SITE PAINING DETAILS (SHEET 15 OF 23) 02123106 71101106 C-5.0 5I7E UTILITY PLAN (SHEET 16 OF 23) 02123/O6 07124107 C-5. 1 WATER & SANITARY SEWER PROFILES 02123/06 07124107 (SHEET 77 OF 23) C-52 UTILITY DETAIL SHEET (SHEET 18 OF 23) 02113106 07124107 C-6.0 WALGREENS-SITE LIGHTING PLAN 02123106 08/06/07 /.1\ (SHEET 19 OF 23) / C -6. 1 RETAIL SHOPS—SITE PLAN LIGHTING 0212310608/06/07 ` A (SHEET 20 OF 23) C-6.2 SITE PLAN LIGHTING DETAILS 0212,3106 08118106 (SHEET 21 OF 23) C-7.0 S17F LANDSCAPE PLAN (PHASE I) 02123106 08106107 (SHEET 22 OF 23) C-7.1 SITE LANDSCAPE PLAN (PHASE 2) 02123106 08/06107' (SHEET 23 OF 23) APPROVALS _T DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ISSUE DATE P-NGZNEER _I INSPECTIONS ARB � DEPARTMENT OF FIRE RESCUE - ALBEMARLE COUNTY SERVICE AUTHORITY 06/27/07 VIRGINIA DEPARTMENT OF TRANSPORTATION L" HEALTH DEPARTMENT REQUIRED WALGREENS TAX MAP AND PARCEL NUMBER:: DEED BOOK 611, PAGE 462 PARCEL ID# 03200-00-00-037CD ZONING: HIGHWAY COMMERCIAL. SPECIAL USE PERMIT REQUESTED FOR DRIVE-THRU - SP 2004-055 (APPROVED FOR 71 PARKING SPACES) MAGISTERIAL DISTRICT: 3 RIVANN,IA ALBEMARLE COUNTY, VA ELEVATIONS BASED ON NAVD 883 ACREAGE OF SITE: 2.0 ACRES ACREAGE IN OPEN SPACE: 0.501 ACRES (25% OF SITE ACREAGE) ACREAGE OF IMPERVIOUS AREA: 1.50 ACRES 08/06/07 MAXIMUM NUMBER OF EMPLOYEES: 10 AT A GIVEN TIME (28 FULL-TIME & 12 PART-TIME) MAXIMUM HEIGHT OF STRUCTURE: 28' REVISED PER SURVEYOR: MILLER LAND SURRVEYING, LLC P.C. COMMENTS 121 SOUTH MAIM STREET " GREENEVILLE, TNJ 37743 07/24/07 (423)787-7878 Ai R£VISEONS PER 2ND C7 &1N E0 �, 0 Sao ISSUE DATE PAVING - CHARLOTTESVILLE, VIRGINIA o 1»1 � -------� --_-P-A_a-K-I-N G- -A N A L Y S_I S 06/27/07 THE ALBEMARLE COUNTY PLANNIING COMMISSION, AT ITS MEETING ON JULY 26, 2005, BY A VOTE OF 5:1 L" LEASE REQUIRED �I17 PROVIDED AREA SQ FT SPACES 1, THE SITE SHALL BE COiNSTRUCTED IN GENERAL ACCORDANCE WITH THE PRELIMINARY SITE PLAN ENTITLED SPACES WALGREENS.,... ...,...... 14,820 1/125 <5000 SF= 1Z225 >9000 40 ----- aSmwpa��mg COUNTY COMMENTS SF= 31 71 74 RETAIL SHOPS,. .,:,...... 8,100 1/100 <5000 SF= >50DO 50 AF REVISED PER THE IMPACTS OF THE ;SITE LAYOUT. LANDSCAPING SHALL BE PROVIDED TO THE SATISFACTION OF THE:. 1/200 �F= 7 57 58 TOTAL PARKING COUNTY COMMENTS 128 132 WALGREENS ACREAGE .•....•.......•.....•.. 2,0 ACRES J �[ REVISED PER RETAIL ACREAGE 1.0- ACRES COUNTY COMMENTS RETAIL SHOPS -SHOPS NOTES, da -LZ -�---_-__--111`1__.._____ 09/29/06 1, WALGREENS PARKING STALL DIMENSIONS, 9'x19', REVISED PER ZONING: HIGHWAY COMMERCIAL 1, RETAIL SHOPS PARKING STALL DIMENSIONS, 91x18'. COUNTY COMMENTS MAGISTERIAL DISTRICT: 3 RIVANNIA WALGREENS TAX MAP AND PARCEL NUMBER:: DEED BOOK 611, PAGE 462 PARCEL ID# 03200-00-00-037CD ZONING: HIGHWAY COMMERCIAL. SPECIAL USE PERMIT REQUESTED FOR DRIVE-THRU - SP 2004-055 (APPROVED FOR 71 PARKING SPACES) MAGISTERIAL DISTRICT: 3 RIVANN,IA ALBEMARLE COUNTY, VA ELEVATIONS BASED ON NAVD 883 ACREAGE OF SITE: 2.0 ACRES ACREAGE IN OPEN SPACE: 0.501 ACRES (25% OF SITE ACREAGE) ACREAGE OF IMPERVIOUS AREA: 1.50 ACRES 08/06/07 MAXIMUM NUMBER OF EMPLOYEES: 10 AT A GIVEN TIME (28 FULL-TIME & 12 PART-TIME) MAXIMUM HEIGHT OF STRUCTURE: 28' REVISED PER SURVEYOR: MILLER LAND SURRVEYING, LLC P.C. COMMENTS 121 SOUTH MAIM STREET " GREENEVILLE, TNJ 37743 07/24/07 (423)787-7878 Ai R£VISEONS PER 2ND O u C7 &1N E0 �, 0 Sao ISSUE DATE ACSA COMMENTS SP 2004--005 WALGREENS (SIGINS #52, 63 & 96); TAX MAP 32, PARCEL 37C: o 1»1 � Ozti uC�V1���KNt W � Z� U OC 06/27/07 THE ALBEMARLE COUNTY PLANNIING COMMISSION, AT ITS MEETING ON JULY 26, 2005, BY A VOTE OF 5:1 L" REVISIONS PER RECOMMENDED APPROVAL OF THE ABOVE -NOTED PETITION TO THE BOARD OF SUPERVISORS. �I17 PLEASE NOTE THAT THIS APPROVAL IS SUBJECT TO THE FOLLOWING CONDITIONS AS RECOMMENDED BY STAFF: U ACSA COMMENTS 1, THE SITE SHALL BE COiNSTRUCTED IN GENERAL ACCORDANCE WITH THE PRELIMINARY SITE PLAN ENTITLED A 06/01/07 "WALGREENS", ISSUE DATE OF 07/13/05 AND INITIALED Y.Q.A. DATED 7/15/05. t u, REVISED PER 2. SIGNAGE AND PAVEMENT MARKINGS SHALL BE PROVIDED AT THE ENTRANCE AND EXIT POINTS OF THE aSmwpa��mg COUNTY COMMENTS DRIVE-THROUGH LANE, SUBJECT TO CURRENT DEVELOPMENT DIVISION ENGINEERING APPROVAL TO _ ENSURE APPROPRIATE AND SAFE TRAVEL PATTERNS. 1-•1 12/01/06 3. LANDSCAPING BEYOND THAT OUTLINED IN THE ARB DESIGN GUIDELINES IS REQUIRED TO MITIGATE AF REVISED PER THE IMPACTS OF THE ;SITE LAYOUT. LANDSCAPING SHALL BE PROVIDED TO THE SATISFACTION OF THE:. ARB, COUNTY COMMENTS THE COMMISSION ALSO UNANIMOUSLY APPROVED THE CRITICAL SLOPES WAIVER REQUEST. Q 11/01/06 mon-F-5z,i-iumtw ,..QwtwocuiOk� O o oV w a�rLnmd�uno<c,o�uu J �[ REVISED PER x„ x COUNTY COMMENTS RETAIL SHOPS _�4w da -LZ TAX MAP AND PARCEL NUMBER: DEED BOOK 611, 09/29/06 PAGE 462 PARCEL ID# 03200-(00-00-037C0 ..:,_ '' I D \ REVISED PER ZONING: HIGHWAY COMMERCIAL COUNTY COMMENTS MAGISTERIAL DISTRICT: 3 RIVANNIA ALBEMARLE COUNTY, VA -' ELEVATIONS BASED ON NAVD 881 Q08/23/06 ACREAGE OF SITE: 1.0 ACRES REVISED PER MAXIMUM HEIGHT OF STRUCTURE: 16' COUNTY COMMENTS O u C7 &1N E0 �, 0 Sao ISSUE DATE • 02./23/06 MOT "SCALE o 1»1 � Ozti uC�V1���KNt W � Z� U OC i!1 Sheet t OF 23 � 'l'+^��� •N .� M e i � �I17 U NO Q W t s aSmwpa��mg r 1-•1 IAJ' 7 ozw000aa�a ac a�'w3M��1 °d.. +S mon-F-5z,i-iumtw ,..QwtwocuiOk� O o oV w a�rLnmd�uno<c,o�uu J �[ x„ x _�4w da -LZ O u � yfTY G1� Q- `' .. FIEROWICH > ,Lic. No, 032 01 jJ J1, ONAI- "' ' REFERENCED DRAWINGS 01 1269_.exist.dwg 02 1269—bdr.alwg 03 1269_basa.dwg 04 08/18/'06 REVISED) PER COUNTY' COMMENTS REVISEDOPER COUNTY' COMMENTS PROJ. NO. C7 Vl .. rpo-• I r][rt�tCYzw4. [Y CS ISSUE DATE • 02./23/06 MOT "SCALE o 1»1 � Ozti uC�V1���KNt W � Z� U OC i!1 Sheet t OF 23 � �Urr QOO�p� Jau�p= `UT m d iE a o wO d a p Q s aSmwpa��mg r acLL� ozw000aa�a ac a�'w3M��1 °d.. +S mon-F-5z,i-iumtw ,..QwtwocuiOk� O o oV w a�rLnmd�uno<c,o�uu J �[ x � yfTY G1� Q- `' .. FIEROWICH > ,Lic. No, 032 01 jJ J1, ONAI- "' ' REFERENCED DRAWINGS 01 1269_.exist.dwg 02 1269—bdr.alwg 03 1269_basa.dwg 04 08/18/'06 REVISED) PER COUNTY' COMMENTS REVISEDOPER COUNTY' COMMENTS PROJ. NO. • 1269 FILE 00, + 1269_C-0 ISSUE DATE • 02./23/06 MOT "SCALE o 1»1 Cover Sheet Sheet t OF 23 G'!ii� i,Dtl ci�o 1. 4" 1 VICINITY MAP NOT TO SCALE SURVEYOR: MILLER LAND SURVEYING, LLC _ ___ - = s?S_ _ - --`I - `�' 121 SOUTH MAIN STREET _ _ - 7 =1 a GREENEVILLE, TN 37743 -_-_ - - ^A.1, r/t1 0r .r \ w:%" tit7f, _-�,) TOP Li --.'2 1 (423)787-7878 = - _- - _ --_ : --_ ___ - ;;, � - h " . ��,--fit` 4 y J - , \ _ - -. _ y= \: r-_ .. - _ __ _.__ - 1 _--I---- _ .. / _ � r _ �. �, r -- 577 Y J 'I \ - - _ - ' f F 5� 1 l \cz IIl_...__ �\ _-"--"�Li�_ - __ = \; _ ~��,�,.-r �,"r - __ __ _ ,�,.>r-' — __ .�•- "�� \ \ ` , 'S 4.J 4 --5 - \ ` _ _ - ` \ I \ 11.1 ti \ Z R T ERr C I 18' _ = - -_ _ �c _ _-_ - - FQP FL . /,. 7 \ __ - \ l '1 11t1N� Ff _ �SPNA f _ `� - - u v [L 5 i.:_ , �1 a , o \ ! UCS -- _ _ _ _ - _ `— _rP'� / / s ` "" ,\ 1 of Q M \ _•_579- �. r: ___ - - -- _ - _- / \ , 1 `.`c 'r A Q 4. �� `x -- _ \, \ - S+' - - - "+ r _'_ I _v_ -� D(ATlDN , �� t ', \ \ 1 C] °2y U �, , , - - T./ \ _ �� -- 7 ~ �`�_� - .._.. _ . aPPRDxINarEL \ I \ \ 4 +� a \ \ I\\ zr1 ~ _ _ - _ i f - _�?� SEWER EASEMENT E \ \ m z �; "`' ` \\\' ' '' �� = i =p w 524 6 ( = `" — _- _ - srDRN 1 � � 1 . `�\ `\\.. \\ _ - .. U _ . , r v --- - -' - - - - - ' DEED 800K 1281, PAGE 34? \ A 1 i ;?� J \ \ Q o, o \\ \\ ,,% \\\\, - _ _ __ _ ____ - = ,y. *.4�j` \ �"� .r r' ; IN. FL —'I � ! � -- ^2. `�� _ i ,1 ` I ' � \ \ � \ � a � p m 4 N \\�\ \1, \\ \\\ rl\' ! c'. 5[f •� - _5i _ _ -<»` _ Cg0 moi\ tis c: °f _ _ -2 r ,\ / '� / \ S?S� , \ ! !t 1 \ �\ \` _, C, 4 \ �, ` . 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J " ' l 535 ----------- EE UNDERGROUND ELECTRIC EXISTING ---OTE OVERHEAD TELEPHONE EXISTING �- / _ --j 1 ----------- TE UNDERGROUND TELEPHONE EXISTING � 0 �^ (..� L1 �, �� I� ,� :,.�..1•- " C ti t" � `O? MHE MANHOLE EXISTING _�- /,-/""' ---•---.' x1 VE VALVE EXISTING _-GME-- GAS METER EXISTING `" r' '- /!' /- %' .."'.�-j ./"ice'! /�I. �•� __ '`C. ' j' l \ , 1 6 -- .--'--- "- WME WATER METER EXISTING 54,5 530 ----- �".A,) ^--, .•--.'--'//- % -i .�---.--- .•-�.--�:i'--w _•--- __._ --.-= — ..�- r... �;...�- - 3 - )- STE STORM SEWER EXISTING 1a�� CBE CATCH BASIN EXISTING TO BE RELOCATED- LPE LIGHT POLE EXISTING UPE UTILITY LIGHT POLE EXISTING TE1:trC t;G 10u2 . / /- //_- //-/'�r i•/r ` J ' ,• SPE SIGN POLE EXISTING 4.9 If"t1x LUoI< 271, FA 'J y "" �� a' PPE POWER POLE EXISTING �o < ?�u, �'�' - -�.•��� % � `'/ `//�/ /� ._-••� -.'--._-- .�---��--'rte `: �/.) �` `�% � .. - _ ` -_ \ _ -_•. - , �•.r C?E �� j. ' POB POINT OF BEGINNING ..•---'"''^ �..-f �J � �' \ �. � �Y TBR TO BE REMOVED y;-�� - \ _v� TBA TO BE ABANDONED TB 0 BE RELOCATED -- ' ' a :' `� :.•.:. cr J TO BE RELOCATED - -... ':. :.• X, 000" �.'�'\/�. .-'/ /' �--'y.'-'�-- �.--�.-�.i,./` �,./ ,,�- / `,�^'-'` ,f ...'moi _.�li•:.._ r)XI _ ... % \, �'� r ` r �:-r t. - - \ '',1 \ 1\'r• "�'� TBR Ta RELOCAT� - - <'.Ji 555 TBR /,:"'`\:\l.- j} TO BE RELOCA`jED TO'SE RELOCATED 553 I I l \` --'.-- .• -/ �- /' -'/ : -�` i -'� - / - --- _ I/ s55� TBR E: REL.00ATyC�D r -•i f.i I r r T r \ LA GkJL oc- f 1 f i _) / 1r /__ t S�556 _ - _ 1 �� \YJ I= �� - - � i "� 4-- 1 ,."✓y.c'•• /,: �''- - � is r� �.^ � 1 iS �.... \.-.i •_J I \ \ , 1 i?,_ To MAIN TBR f l do 1 1 TBR � 1 _, - = � •, �-. � !' � 1 / __-_. � \„J � . l .'r ; } _ TBRTF - J C 45 ,r ` ] \ I (�} ] 546 U 538 l 1 `1 57 "" _ -_ - r f -�-r - "��- '"f __ f~ ---'� r - ___ /� C, r� l �,>\ \ 555 550 !� _,'j I \ ,`\ %% 539 TO BE 2 .�,r -�,` .�___� �.- ._. �----' .'"�---._. ��'--- � % RELOCATED u� , �_ , f � �\,�'� `�• - - \ � j Lo \\\ �/� c _l)Gtailotl / l) giSli�L� ' t,OtApAt`� [ A'�rlvtLt31 .'/ 4")ETRt_ PAGE � 1 540 `r As \ \ ` f^i, _tel_ j Vll�'01NIf LECD �G01: 3 �0, G 4= 27`a f � � �•- \ I ''^^-.- _�------'- _� l.._. '--'QTS` 5 f ,r ,. f )/ � i . L �-� .1 ♦ Q r''f - _ L- + - \ ♦ \ \ TBR CL } L JJ 7. r\ , 1. \\ \ r / TO BE RELOCATED / �-- .» �f r___ - V 1 J 1.3 542 EL. UG \ ��'' e ) ._._f - ___.__------ ..._.-•-•---� --r:-� r --- "`ter '-----' ""f --- ` ��! ) ' ..--- o1~t -� --- --- ---- ----- -- _ �- - -- l o I -p.03 S P II_-� AIL - 6 ;_6 L_ 0 xi t i /• n-�. ____- — .—. — -- -` "'.--�" �---� ._..--1r- j'""' �� 5h0 fes- __ ---•' -------------- _-- V, i tk� if I- -Ts P .z- 540 -- --- _.._._. ---- ---- ---- --~- ---1 GRAPHIC ISCALE V 544 AH06/27/07 REVISIONS PER ACSA COMMENTS 40' --a Q w 0 Z CL 0 ...._ t!} ry + -� a '0- > ►-� LL. Li >r 0 z �co CL 1 0 Nt. 0 II �� a ¢ :4k t77 LJ REFERENCED DRAWINGS 01 1269_,eAst.dwg 02 03 04 - -- �\ 08/18/06 REVISED SHEET NUMBER ZLA 05/118/06 REVISED SHEET NUMBER PROD. NO. VL'� S M E &ti `� GD ISSUE DATE -02/23/06 4 0 V c"rn cp � U tu UJ 'r'v 0:2 a --a Q w 0 Z CL 0 ...._ t!} ry + -� a '0- > ►-� LL. Li >r 0 z �co CL 1 0 Nt. 0 II �� a ¢ :4k t77 LJ REFERENCED DRAWINGS 01 1269_,eAst.dwg 02 03 04 - -- �\ 08/18/06 REVISED SHEET NUMBER ZLA 05/118/06 REVISED SHEET NUMBER PROD. NO. * 1269 FILE NO. + 1269_C-2.0 ISSUE DATE -02/23/06 PLAT SCALE * 1:1 Site Demolition Plan Sheet 3 of 23 �I� G2.0 �I A U T 1 0 NNOTICE O C O N T R A C T O R--------_--------G-R A -DING- -PLAN - L E G E N -D--------- -T IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR PROPOSED DESCRIPTION ME CONTRACTOR TLEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON I INV. 535.1 EC -I' RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, 100- CONTOUR 9EASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON SPOT GRADE AS BEING EXACT OR COMPLETE . THE CONTRACTOR MUST CALL THE APPROPRIATE isCOMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST �- STORM SEWER EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBIOTY OF THE CB CATCH BASIN CONTRACTOR TO RELOCATE ALL EXISTING UTIUTIES WHICH CONFLICT WITH THE M TC PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PROPERTY UNE CI CURB INLET WORK IN R.O.W. a RIP RAP ALL WORK INTHE VIRGINIA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY TO BE DONE IN ACCORDANCE WITH VIRGINIA - ES -1 FLARED END SECTION DEPARTMENT OF TRANSPORTATION SPECIFICATIONS _ J ROOF DRAIN COLLECTOR PIPE AND STANDARDS. \DIVERSION TO 2 W 1\ 44.9 'ITE GRADING NOTES, BORROW NOTE: CONTRACTOR SHALL PROVIDE REQUIRED EROSION ALL SILT BARRIERS MUST BE PLACED IMMEDIATELY FOLLOWING CLEARING. CONTROL PLANS PERMITS FOR THE BORROW SITE / . NO GRADING SHALL TAKE PLACE UNTIL SILT BARRIERS INSTALLATION IS COMPLETED. / L THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION / OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR T0, OR / CONCURRENT WITH, LAND -DISTURBING ACTIVITIES. l L EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL / IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE / EROSION CONTROL, ADDITIONAL EROSION, AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. / I. THE SITE SHALL RECEIVE TEMPORARY/PERMANENT SEEDING WITHIN 7 DAYS OF / / SLOPE O 2:1 COMPLETION OF GRADING OPERATIONS. S LINE i. FILL WILL COME FROM EITHER AN APPROVED BORROW AREA OR A SITE WITH APPROVED EROSION AND SEDIMENT CONTROL PLAN. / 550 -- 5• CMP ES -1(61) Ill / INV. 540.50 ' F STO ATER _ AGEMENT / T-5 SLOPE 0 2:1 5 'p\\ / EASEMENj R QUALITY - /._STRUCTURE\(SEE STT C-3.4 FOR �� •, 3X \\\ -IRV. 532.0 \ \ W/ RRO -S42A. I INV. 535.1 EC -I' 1 I '1 1... r. I 1 11 x;11 1 0 �tl X11 11 11 1 1 � \ a ]I TO 22 \ o \ 1 \ M TC T.. C..SW wATE�R DIN! �. �� JB -53 \ LE55 THAN 2.0% _ -S42A. i:• 1 I '1 1... r. I 1 11 x;11 1 0 �tl X11 11 11 1 -52� a •11 o \ 1 42.9 EPI 5 I\ N \ 00 �\ 0 \ b U \ L\ P.O.i3. ' S I T E GRAD I N G , D R A I=N A=G E a NOTE: SEE SHEETC-3.OA FOR ! \ EROSION CONTROL\ 2d OFF-SITEPLAN \ D E T A I L R E F E R E N C E L E G E N D ____--------\ ==MARK REFERENCE➢ -ITEM ________-________________________ M I \� \ HHEADWALL S I --------------------------------------------------------------- CH CATCH BASINS JB JUNCTION BOX ` CI CURB INLET I _____________________________________________________ --IP------_--_INLET PROTECTION- NOTE: SEE SHEET C-3.4 FOR THE STORM SEWER EC -1 SCOUR PROTECTION Syy,, AND DETENTION BASIN SCHEDULES___________FLARED ____ ___ 1N ________ ES-1_SECTION __________________________________ I MATU.H LINE -----_- 35' SLOPE AND DRAINAGE EASEMENT 10' TEMPORARY CONSTRUCTION EASEMENT SEE ' BEET C-\3,OA - - - - _ - - - - _ _ - - - - - - - - - - - - - - - - ES -1 54 TORMWATER \ - - - - - - - - - - - EC_, MANAGEMENT. EASEMENT 26 1.0% 1.07. ' \ TC - - --OVHtE[DW T4FSA5 -� -G-4- -fE 5 j ji UN T-544.0 - 50.5 •545 R- ._ � �- - __ L CI-5i- T-544.6t- �Vvv / EP 545.0 i 545 yy'yHl}lj' 7Q-- 545.7 �,// aV .,( HP T-5425 n 74 J-73 a �-7y2 • / J-71 .J-70 ���/". / ELECTRIC T- 44. W F 5 .6 TC544.0 Q V (/► ORELE PAD I CJ N M r@ Z1 L TOR UN H �- ' \ I C-3' \ EP 5C44.1 5 s //!'i= \ TC 546.0 /I/ ❑ �sv 7 y55g VR 530 I 545.5- 7 54 OL CB) , 555 J 8 IA) STORMWATER MANAGEMENT / I EASEMENT / Q I °❑ UNDERGROUND STORM Ill 4,ETENTIoN (U 10 55 REFER TO THE STOMRM sD) .. DEEETS TOC B3 SIN SCHEDULE F F E 546.0 Im -0 ° NOTE HANDI-CAP AC[:FSSIRI F \ IAT JB -53 \ LE55 THAN 2.0% _ -S42A. \\ 1 I '1 1... r. I 1 11 x;11 1 0 �tl X11 11 11 1 -52� .11 •11 o \ 1 \ M TC A a. wATE�R DIN! SEE SHEET C-3. -DETAIL 1 A I yyQv SEE DETAIL I$HT. C \Q1( TC 545.70 EC 545. 0 TC 545.9 T 545,. ^� I - \DIVERSION TO 2 W 1\ 44.9 EP 545¢ c i] EP 545., I` 535 I\ I 7C 545.8 EP 545.8 C 545.9 )EP 545.9 PEOJ. 110. • 1269 l - C1 -1I4 151,11 _ -545 � Site Gradin - TOP EL rte. - S LINE INV -540.0 550 -- 5• CMP ES -1(61) Ill / INV. 540.50 TC 546.0 EP 545.5 _ 7c 5..0 GTP /-TL-70 -- CI -16 7-544.0 _. \ heet 4 of 23 20' 0 20' ' • - _ - I nli TC 545.0 4 FP 545 40 I I ITc 545. 0 E TAIL. SHOP EP 545.20 (EXISTING) I I 8,07.5 SE FFE '545.8 4, cI- JB -53 \ 0 RDII QU CITY INSER I, 11 -S42A. \\ 1 I '1 1... r. I 1 11 x;11 1 0 �tl X11 11 11 1 -52� .11 •11 o \ 1 \ li - a-391 WATER SIR TORE wATE�R DIN! SEE SHEET C-3. -DETAIL \ yyQv SEE DETAIL I$HT. C \Q1( TC 545.70 EC 545. 0 \ 545 JB -50 OUTLET CON 0lI CB 4' SO) - \DIVERSION TO 2 W 1\ 44.9 \ I` 535 °. Y' •. r, ... _,.Iq J ' - -� // %� \ PEOJ. 110. • 1269 l - C1 -1I4 � Site Gradin - TOP EL rte. - S LINE INV -540.0 541.3 I 5• CMP ES -1(61) Ill / INV. 540.50 I�l�. EL. \\ ------ --OWH7C M4LE heet 4 of 23 20' 0 20' ' • N I 111 1 111 1... ...I P 545.20 I I ITc 545. 0 E TAIL. SHOP EP 545.20 (EXISTING) I I 8,07.5 SE FFE '545.8 4, cI- �t N W �- AWA 0 RDII QU CITY INSER I, 11 T IQ �I,4 11 1 I '1 1... r. I 1 11 x;11 1 0 �tl X11 11 11 1 L .11 •11 o \ 1 I li - a-391 Q 09/29/06 D REVISED PER wATE�R DIN! T-5440 3 yyQv SEE DETAIL I$HT. C 1 �II 1 vi/ I Iy 1\ `il 1111 14 M 12/01/06 N REVISED PER 7C 544.60 ` COUNTY COMMENTS 544.1 hd1. F-wich No. 032001 1 -0 a C)z a 0 V) aY a pL A. CL m � CL � w x rno O�Q� a wNO - o _ A ::D U TC 545.70 MI � ` TC 545.70' P55.20 nI \ 0 545 � - Q REVISED 6 545 545 hd1. F-wich No. 032001 1 -0 a C)z a 0 V) aY a pL A. CL m � CL � w x rno O�Q� a wNO - o _ A ::D U Q REVISED 6 021 1269 -ba .dwg 03 inH�l����eeae€@S ���p��,g��SS��I d Q O Q 4 dv v�' O REVISED PER COUNTY COMMENTS N wm CI -4C TYPE A W FLO GUARD 1 WATER QkN INSERT Q 09/29/06 D REVISED PER D Y INSERT T-5440 hd1. F-wich No. 032001 1 -0 a C)z a 0 V) aY a pL A. CL m � CL � w x rno O�Q� a wNO - o _ A ::D U Q REVISED 6 021 1269 -ba .dwg 03 inH�l����eeae€@S ���p��,g��SS��I d Q _ _ �B 4 flifln,N 119,141 REVISED PER COUNTY COMMENTS hd1. F-wich No. 032001 1 -0 a C)z a 0 V) aY a pL A. CL m � CL � w x rno O�Q� a wNO - o _ A ::D U Q REVISED 6 021 1269 -ba .dwg 03 _ _ _ _ _ _ _ REVISED PER COUNTY COMMENTS 04 ® 08/16/06 REVISED PER CI -4C TYPE A W FLO GUARD 1 WATER QkN INSERT Q 09/29/06 D REVISED PER D Y INSERT T-5440 COUNTY COMMENTS COUNTY COMMENTS 545 545 C R Q EVISED .8/23/06PER COUNTY COMMENTS Q 05/18/06 A REVISED PER COUNTY COMMENTS _ °. Y' •. r, ... _,.Iq J ' - -� // %� \ PEOJ. 110. • 1269 l - __ _-. _.�-" - IL _ - . ` ` -- -- -- - 1 \- -- 6411E O11E • 02/23/08.0 ROT Sm • 1:1 � Site Gradin - TOP EL rte. - INV -540.0 541.3 I 5• CMP ES -1(61) Ill Plan INV. 540.50 I�l�. EL. \\ ------ --OWH7C M4LE heet 4 of 23 20' 0 20' ' • 7b-3.0 ---------S-T-T^E G R A D I N G D R A I N A G E & G R A D I N G P L A N L E G E N D E R A S 1 N C 0 N T R 0 L D E T A I L R E F E R E N C E L E G E N D- PROPOSED DESCRIPTION = -=T==- ------------------------------------------------ �l .ICP it MARK REFERENCED ITEM r s� 524„-S 100— CONTOUR ==H=-------_-___ =---- -----------====-w=__=____________ \ _ TOP EI_. SPOT GRADE HEADWALL II\V. 4 ---------------------------------------'--------_----------------- " ----.3-- STORM SEWER CB CATCH BASINS � l CB CATCH BASIN tiV EE JB JUNCTION BOX 15zs ��`�-� _ -- - 509.2 —•-- PROPERTYIJNE----------------------------------------------------------------- - ~” CI CURB INLET -- ----- ---------- Cl CURB INLET IP ----------INLET PRCTECTIDN ----------------------------------- _Ut; k 15fl --------- ---------- RIP RAP EC -1 SCOUR PROTECTIiN -------------------------_--------- -----------------------------------ES-1 FLARED END SECTIONC 0 G - _ _ ES -1 FLARED IN SECTION J ROOF DRAIN COLLECTOR PIPE --------------- _____-_--__--_----- - AF'r_•'RCXIMATk: —� - _- - -' r ���.' \� \ J W4 TOFF EL. LOCATION 52-1.1 \ \ - AI \_ } .ti 'f'`•I• \ \ '\� \�� /1 _-. �- "' __' 524---'_.".� -'\\ --' - _--`�..1/ ! -� .�._--_..r ! rF��'""' , } `Cci ;�_.•,..i'�� I 1I\'tV. El. do NSW EL 524.6 — _ _ �_ Sas �. ^. _ Ul + •• �/ �'wr+ r 5i , % -- 5 �-0,,. Tlat'"I ♦ / =_ Ste' ' - c c _ 1 ..%' � \ - - __. sr _.'1._ _ _ _ �5F � .� / � -c=1IV"1[j �/J�t--.__...... __.. .,.....�•�'�'__ - 511 � �"_" _� —. _.� N �C -- - - �' `' . APPROXIMATE OCATI N — r_.� E I_. �— ��:,� _ / �y:e -- STORM SEWER S 7 % _ EME T c,. �DQED BOOK 1281,PAGE 1342, 71 , / \ /x;16cl ._4 -� ! / \ `� f,'AREA [D a, 04681,00000()/.70 "FORCST LAKES - NOR 7'H ARE -A 1,`\, .\- �_, .,zn =�_ � --�- ''1'���� 1 f ' f� � p 1l I � / \ �l.\ 8Y RfJ(![)ABU`;H, �YEC L u ASSOf.•1,�; rL"S \ �. \�� � 1', 1 � I _ t \, `� \ \ �' l \\ l Psi r;[.- 382 \ \ } GfE"L� 80�?h" 71, 4, 1 �'� �� \ \ �. ��'�' � I� �' � � I >/ \ �`�- •.� �, : 20' STORM DRAfNACxZ� \ � ` I / \ , ` \ \ � �, 1 \ \ i \ , \ \ TRAc T III EASEMENT ' PARCEL IU ;�r<� 0468000000400 "FORFST LAKES-NORTll AIS EA" 35' SLOPE AND DRAINAGE -_ / 1 \ 1 I I `\ �\ f'Lkl �aY ROUDASU` h, CAI_'. I I , \ \ e ASSOCl�1TES � 't, � --, � �, EASEMENT s?, / � J � , � \ Tori [.L. \ \ \\ 1 � � I z.2 � A�,Rc� �.: 1 59, ACaf., \ c \ ' ` , 10' TEIIr P(1RRARY CONSTUCTION ` 1 1 , \ !)EEE .0 ' 1' � = �.1 %rl GEOR,'`� �R, OR BSc VARY R. -- to \ �, EASEMENT \.,11 7 PAR,' (~I� ✓' 1�r r o2ac0cQQ0o / -- _ -- _ _ _ _— _--------- �-=—� �� �f ,� IVIA'�'CH LINE -�-� =,/ �/§ 1 �,�I1� \ �,E� BO?I< 611 — — — — — — — — — — — — — -- -__ __ _— �. �y 6� �vI�E ralc; �vr�Y /- ---�' —__— s� --"-- �/ E SHEET C-3 C0MMER(, I `I_ �/ .--.._. rr.` ✓ rr ' n'"c� ter.-`._n-\� t Ye , \ \ \ �✓ �� �`� \ '4 �\\�\�1 I_f�1RAN �'_ CORPIl��\ 10 W-- 1>1 _ -_ rU F' f' I. , ` t I r 1`1 r `� \ \� \ / � ~ T � � '? n 8 `7 2 , ~_" -. ='"- = `` = --^ ..._'. ��-- � �,� � �. �--•-' f... -r" l \\• ,,,� , \1 ' ( \ \ � \ \ 529-9 - . � 9 r V r ' � �, /� \ k, � ® \ \ \'� \ ,, ,,. "'' �,, ''' � :� � j`'t .� ._._ aao .._._ ..� ._...� _._. �. ti � _.. � _._. �..�. 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''' �' I '[ rte~�=.•`-,• � ���.�` r„ .•. � c,; ' � � e � t E � � `�It' }� - ,:. 12(;TRIC `,tJEOIJV 1 \\Ca/ R/� t` ` ��,�,�, I (�''� 1 `j I` i ' f JZJ �J�j-f � .�.��� , � h '' '° `�fi-�=� `7 k 1 4 550 1\ EJ f�AAt\KI~T"tp ij of L I fvI f I E: 0 COMPANY PAR 4 S I 1 1 \' sm _ S Ci- 0320000000361"o �'i LA I 0y RC r, RAY' cc IA I FQ \1�Si� JEEI) IQO l4<'` f'AvE 2�:1 T'f� Cl. zry'.� ;A „ v u \ 18? PLASTIC ; i �' f � c�" r�: 1l �i X 3 :; . 4 ( \ ! I TS H 344 .:i,.�:z• I ,:L7-`�ar 2_ _.vT % _ _ i•Jf .Jf _ - 1---- __--• -. ----- _.-.1 __... \ .� 1 _ n K 4\ �w I ✓_1_ I� V1 -`_Cly'�..--��_.�:_I�T�...:..•._...._..�..�:�-.-..-...,.-.,-.7FZ+_.._..., i ,^,, ��,-..-._._.: - ._..-__._. ^_'' _.m-- -�'`_� _�� _%-_ �✓�,. �``��- __ _ .._ _�.... 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AN 401 0 40 80 r SR EXL� 14 No. 0MI -0< w 0 z cz0� � �! > LL y_ 0 cd l.Lj • �-� 0cr) n_1 �v J v rY `� t� Z7 Lai �p w cd 0 » � � S PROD, NO. « 1269 FILE NO. + 1289_.,C--3.OA ISSUE DATE • 08/18/06 PLOT SCALE 1:1 Design Sheet beet 5 of 23 SHEET NO: C -300A rn 0 to C4 �O NU V) C =m Ll ID C$ SCW 14 No. 0MI -0< w 0 z cz0� � �! > LL y_ 0 cd l.Lj • �-� 0cr) n_1 �v J v rY `� t� Z7 Lai �p w cd 0 » � � S PROD, NO. « 1269 FILE NO. + 1289_.,C--3.OA ISSUE DATE • 08/18/06 PLOT SCALE 1:1 Design Sheet beet 5 of 23 SHEET NO: C -300A EROSION CONTROL SEQUENCE PHASE I 1. INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON THE PLAN. 2. ERECT SILT FENCE AS INDICATED ON THE PLAN. 3. CONSTRUCT THE SEDIMENT TRAP AS SHOWN ON THE PLAN. PHASE II 1. PERFORM SITE GRADING AND DRAINAGE AS REQUIRED FOR THE PROPOSED BUILDING. 2. INSTALL SILT FENCE INLET PROTECTION AROUND ALL STORM STRUCTURES. 3. INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY, AND AFTER EACH RAINFALL EVENT. SEDIMENT SHALL BE REMOVED WHEN THE VOLUME OF THE WET STORAGE IS REDUCED BY ONE-HALF. 4, SEED AND MULCH ALL DISTURBED AREAS THAT ARE NOT TO BE BUILT UPON OR PAVED AS SOON AS FINE GRADING IS COMPLETED. USE SEED AS SPECIFIED IN TABLE ON MATCHLINE. SEE SHT C-3.1 A C SHEET G-3.2. �I TEMPORARY CONSTRUCTION EASEMENT XIX -� X x X X X X X X X X X X X X X X X L E G E N D !7f v G i WTti�N�UcU O rQ UU� da�•��G6���ht�� �ilyRt���0 v mc. Ln oa¢� O H 0 SEDIMENT TRAP oe ( ST ) ` O yr H d SILT FENCE X X X X SF a CONSTRUCTION E CE l (c ENTRANCE 1 SEE �HT.C1.0 FOR ADJACENT AREA INFORMATION DIVERSION DIKE DD 152 c w� STONE CHECK DAM SCD LT\� uON UCTION FENCE SF 4 y, SILT IS / FENCE I IX CONSTRUCTION r-- 15" HDPE ,_) / f .; j �E � ; V, F 1` / LIMITS [ --- SLOPE DRAIN i,fs�i 530 r S48`38r�>I,W 8 W 182.49' ..,_, s — 125.73` C 6 \AG cE 102 l ... SEDIMENT TRAP ST --1 X SEE DETAIL ,... 2 / SHEET C-3.3 �,�' -- 40' SEE DETAIL \ - '` ` \ SHEET C-3.3 j 1 1 , A f— .,--'- r--' !" D_pT .2 1 SIDIE SLOP , 71 \ c5 W !7f v G i WTti�N�UcU O rQ UU� da�•��G6���ht�� �ilyRt���0 v mc. Ln oa¢� O H 0 a''�' oe cn n oz�z�aQa�ta�� p, ae pp t�g Vx m WW yr H a Zvf®QZ 4'I p0 tFo,7 iq5 a (c 152 c w� LT\� uON UCTION FENCE SF 4 y, SILT IS / FENCE I IX CONSTRUCTION r-- 15" HDPE ,_) / f .; j �E � ; V, F 1` / LIMITS [ --- SLOPE DRAIN i,fs�i 530 r S48`38r�>I,W 8 W 182.49' ..,_, s — 125.73` C 6 \AG cE 102 l ... SEDIMENT TRAP ST --1 X SEE DETAIL ,... 2 / SHEET C-3.3 �,�' -- 40' SEE DETAIL \ - '` ` \ SHEET C-3.3 j 1 1 , A f— .,--'- r--' !" D_pT .2 1 SIDIE SLOP , 71 \ \ \ DIN E\'DIVIDE -- ---1d� �..�r 00 �i -�S Wc: 1 ; 041 L D AINAGE ARROW�� �:, l; �` _ — ��'1 J. Ferowich RAS NO -032001 + GRAVEL \ < --rte► ] [ f V 555 'I s� I x G � � A `% !-.._ L � TEMPORA �l \ 0 a DIVERSION DIKE NAL WCA.`a M I i j 0, Fl �,-t J - DD, �` 1 li ����'�► o1a•�'"�`"'• l I ` \\ 540 if I 49"Oft J& & C 40 4 AR A I cfLJJ ` ^�-L �4 \ _G VELI 4,82 I I 1 Jtl (^ - FE V .\O h I LIN l — L. I I O NX `. \ ,� `� '', � \ I `<-`•- "` _. :-, �"�.`._.,;`J' � �' � F I A- A d/� _ �I 777, r'i _ _ '`l •1 R E t 4 Yl,-• �` .V rJ4$.J r �. .`.•`'- / f� {% �� �'"ti i it f x /.r\ `�Hbp( �=(" f'\ \= r51-.1 �� ,�1 �Lp �T/ \11` \ _ _ it t pNAG \ \ ` 1`, /3�CON 1{� f0 vjl M EN t; J/__�° 4 :t .ri--I.'t �. (i ; X E ! : ( -I f j `I, , \ S 1 i.�. y , i 1 •• I . -._-`-J y- I , j ',t i, i`�!, , 1 \� •` \ ! ` /�/r ',, i.._ _ (- \\ I - I ""'`I '\. I t orf, � 1 1..- '^}... ,4. I ' 1 i`L_"/,) �d Jt �• } t} '{l �. -�`,^ » , // / 0-- 112" ! I I �'` ` �J` 112 Hfk 'PIP t�` l_. 93 _ FF I C 1 \ - --- �) `� 3. '" t, UJNDER bE I 1 ! - - r. 2 F{ 1 X y \ .. 6 f \ _ r \ s' , ` \, .b .. �. I', d-�,�._., .� a . ' .-� _: 4 �,v�'i w y k " 7` 1 _= C ter! `• 11.: _ , r, ;�� t r` •' ¢..- —r:"o Y-- _`__ `- ! ..., I `, r \.. ! J -37 �I =549. PINE i \ • _ t - C, _�_ _--- 0 T �1!! 555 55 )_ J' \ 1 ' JI- 1 I' f \\S141 k _E 550 -�"' _ - _ --- �._..._ __ _ __.. _-.. .-. _ �,_ FENC 1 t tf •,r--- --- �� DRAINAGE ARROW Nom•= x / \`\ :., _ _ \ _ t<' _ _ (TYPICAL) 0 .•�-�N; m.�:----. J NCE S f Jam, r / 4 X ' POSSiL'i__t:t; Lb;;raflQl\ „r.. -r X,r) C & COWE �t VIRGI!'JIA E_ -.TRI P SILT 36.2' e• / l tt RAVE � % / f I DFED BOOK, .330 ',tiC .- 7 , FENCE SF y yet f \;r DV ti REFERENCED DRAWINGS 01 1269-e xist.dwg D2 1269-base.dwg 03 04 SEE DETAIL ST— 2 }'/ x SHEET C-3.3 08/18/06 REVISED PER , t, COUNTY COMMENTS ' I � �'"".-�-�..._..>--=�:_ ..._.,_ K � I 05/18/06 d - •- - ■� _ •-•-•--•--�1•- " .' ' wn ---► ---- --ice- ---^► A • REVISED PER -- _..._..__ — .. - I 1 y � COUNTY COMMENTS �y 1 X %�.%j,'S�'». EX$L3`�/ ��J�i_ V �UGT- _ _._ `_ UC,T - PRW. W. • 1 69 `' � --- -- _ _ , v` ;: � ~` `; 61LT •' C '©a � a , li` ISSUE DATE 06/17/05 .1 ij F0 _ _._--_ '1 nRX SCXE 1:1 r- J��- --"; L r . „' ` `. _ ;` �T ._ Site Erasion W. E - E a �- i c� 1 __ :._--' ('S'IIPPP) SCD SCD SGD f ` GR4PH/C ,SCALE Sheet +5 of 23 r s; 20 o zo ��o W. -,� --- - 09/29/06 � EVES D PER 3al _ .-\ }, `� _ _ .-__T--- ___----.-----._ _ _.. COUNTY COMMENTS •• - — ---------- —_. c5 W II c=3rwpI� zmrLIn o�7 G i WTti�N�UcU O rQ UU� da�•��G6���ht�� �ilyRt���0 Y Ln oa¢� W W a oe cn n oz�z�aQa�ta�� p, ae pp t�g Vx m WW yr yi'11.aC'O W �.MI-•�0� x a Zvf®QZ 4'I p0 tFo,7 iq5 a \ \ DIN E\'DIVIDE -- ---1d� �..�r 00 �i -�S Wc: 1 ; 041 L D AINAGE ARROW�� �:, l; �` _ — ��'1 J. Ferowich RAS NO -032001 + GRAVEL \ < --rte► ] [ f V 555 'I s� I x G � � A `% !-.._ L � TEMPORA �l \ 0 a DIVERSION DIKE NAL WCA.`a M I i j 0, Fl �,-t J - DD, �` 1 li ����'�► o1a•�'"�`"'• l I ` \\ 540 if I 49"Oft J& & C 40 4 AR A I cfLJJ ` ^�-L �4 \ _G VELI 4,82 I I 1 Jtl (^ - FE V .\O h I LIN l — L. I I O NX `. \ ,� `� '', � \ I `<-`•- "` _. :-, �"�.`._.,;`J' � �' � F I A- A d/� _ �I 777, r'i _ _ '`l •1 R E t 4 Yl,-• �` .V rJ4$.J r �. .`.•`'- / f� {% �� �'"ti i it f x /.r\ `�Hbp( �=(" f'\ \= r51-.1 �� ,�1 �Lp �T/ \11` \ _ _ it t pNAG \ \ ` 1`, /3�CON 1{� f0 vjl M EN t; J/__�° 4 :t .ri--I.'t �. (i ; X E ! : ( -I f j `I, , \ S 1 i.�. y , i 1 •• I . -._-`-J y- I , j ',t i, i`�!, , 1 \� •` \ ! ` /�/r ',, i.._ _ (- \\ I - I ""'`I '\. I t orf, � 1 1..- '^}... ,4. I ' 1 i`L_"/,) �d Jt �• } t} '{l �. -�`,^ » , // / 0-- 112" ! I I �'` ` �J` 112 Hfk 'PIP t�` l_. 93 _ FF I C 1 \ - --- �) `� 3. '" t, UJNDER bE I 1 ! - - r. 2 F{ 1 X y \ .. 6 f \ _ r \ s' , ` \, .b .. �. I', d-�,�._., .� a . ' .-� _: 4 �,v�'i w y k " 7` 1 _= C ter! `• 11.: _ , r, ;�� t r` •' ¢..- —r:"o Y-- _`__ `- ! ..., I `, r \.. ! J -37 �I =549. PINE i \ • _ t - C, _�_ _--- 0 T �1!! 555 55 )_ J' \ 1 ' JI- 1 I' f \\S141 k _E 550 -�"' _ - _ --- �._..._ __ _ __.. _-.. .-. _ �,_ FENC 1 t tf •,r--- --- �� DRAINAGE ARROW Nom•= x / \`\ :., _ _ \ _ t<' _ _ (TYPICAL) 0 .•�-�N; m.�:----. J NCE S f Jam, r / 4 X ' POSSiL'i__t:t; Lb;;raflQl\ „r.. -r X,r) C & COWE �t VIRGI!'JIA E_ -.TRI P SILT 36.2' e• / l tt RAVE � % / f I DFED BOOK, .330 ',tiC .- 7 , FENCE SF y yet f \;r DV ti REFERENCED DRAWINGS 01 1269-e xist.dwg D2 1269-base.dwg 03 04 SEE DETAIL ST— 2 }'/ x SHEET C-3.3 08/18/06 REVISED PER , t, COUNTY COMMENTS ' I � �'"".-�-�..._..>--=�:_ ..._.,_ K � I 05/18/06 d - •- - ■� _ •-•-•--•--�1•- " .' ' wn ---► ---- --ice- ---^► A • REVISED PER -- _..._..__ — .. - I 1 y � COUNTY COMMENTS �y 1 X %�.%j,'S�'». EX$L3`�/ ��J�i_ V �UGT- _ _._ `_ UC,T - PRW. W. • 1 69 `' � --- -- _ _ , v` ;: � ~` `; 61LT •' C '©a � a , li` ISSUE DATE 06/17/05 .1 ij F0 _ _._--_ '1 nRX SCXE 1:1 r- J��- --"; L r . „' ` `. _ ;` �T ._ Site Erasion W. E - E a �- i c� 1 __ :._--' ('S'IIPPP) SCD SCD SGD f ` GR4PH/C ,SCALE Sheet +5 of 23 r s; 20 o zo ��o W. -,� --- - 09/29/06 � EVES D PER 3al _ .-\ }, `� _ _ .-__T--- ___----.-----._ _ _.. COUNTY COMMENTS •• - — ---------- —_. O 1 J. Ferowich , 0 J �o No. 071 v X:�' w fi VA ON L o ~. > O rr pcc ^ z ttS +H � � n 0 C7f Obi _, H t � � � ► �` air I 0 110 N �I� °e o tz 1-4 u V7 Q U I—M w 1�1 � 4 O 1 J. Ferowich , 0 J �o No. 071 v X:�' w fi VA ON L o • .� — 4— > O rr pcc ^ z ttS +H co • 1:1 _, t � � � ► �` air °e o tz 1-4 u V7 Q U Fin REFERENCED DRAWINGS 01 1269_exist.dwg 02 1269_base.dwg 03 04 PROJ. NO. • 1269 FILE NO. • 1269_C-3.1 ISSUE DATE • 08%29/06 PLOT SCALE • 1:1 Site Erosion Control Plan (s"pp) SHM NO: C�31A 7.',K320,w,�711 s,, —0 < U� OZ Cl 0 ..,.. C) cc LL u O "z Cs W o�c d C- V) oLLi o W 0 J O ct V) C) REFERENCED DRAWINGS 01 1269_exist.dwg 02 1269_..base.dwg — 03 04 ril E to 00 aQ��J s z uµg,� O O fn Op-6Fp�S jµqqj!!jjtt gq� PP g�� +cSG 4'i 2U �°�3zc�ipp a VIO L'ir YJ • L v to :� � a x 7.',K320,w,�711 s,, —0 < U� OZ Cl 0 ..,.. C) cc LL u O "z Cs W o�c d C- V) oLLi o W 0 J O ct V) C) REFERENCED DRAWINGS 01 1269_exist.dwg 02 1269_..base.dwg — 03 04 W p6Xw pq r m� Cy aQ��J s z uµg,� O a fn Op-6Fp�S jµqqj!!jjtt gq� PP g�� +cSG 4'i 2U �°�3zc�ipp a 7.',K320,w,�711 s,, —0 < U� OZ Cl 0 ..,.. C) cc LL u O "z Cs W o�c d C- V) oLLi o W 0 J O ct V) C) REFERENCED DRAWINGS 01 1269_exist.dwg 02 1269_..base.dwg — 03 04 r�lr T TEMPORARY .�.�.1 G'� ILS JC�.f�! .I�]A"'T�' SECTION A STONE CONSTRUCTION ENTRANCE 70' i4N, CXTSrm A� PAVEMENT j FtLM C,Lu-m a wm.j AT top'" SIDE ELEVATION tAtO11ND 7O' WIN. 9 NASHUCK IC Km 40P11nMAL) I IE' Imo` t� ll l�l 'a ►aH EMT T vmr m PmvlvL MAINME tw N:N COURSE AGa2EGA-(E it TO SCDI)4ENT J TRAPPDO KVTLC • MUST EXTENT) FULL YfIM 1 OF IO3 AND E SS OPERATION PLAN VIEW 12' INN. Re SECTION A --A I DETAIL 2 SECTION B --B SECTION A -A $S DETAIL 3 ffcw,n Jryyt, WIN. 35 SECTION A -A NOTES: _Con-ipacted SOLI }�+► WN. 3S L OUT ItK THE HAI 7fL VICTATICN$ �Hi,C+1 S IS TO t7lV£RN THE PROJECTION }.rf _S LINT. w3E 4U'<51L1E THE CHNRIEI WDTH CAI. rpm 2. ON AN!Y SECOWARY ROADS INSTALLATION REQURMG EROSkUN CONTROL STONE ✓/ WHERE ►x? ENNCWNAtL OR ENDSECTIGN IS SKOFIED ON Pt ANS.004STRtiCTION 5 1 b 1I11 t t JTO BE N ACCORDANCE WITH DFTAIL 2 "WN AeovE. DOM 3, CEOTEXTLE FAW TO 9F M IALLEO R ALL EROS*N CONTROL SIDW IN .—Flow ACCORDANCE WITH THE $PECIFICAUP4, ' H - OtAWTER OF CCQCULAR CULVERT OR SPAm RISE/HE"7�FOR BOR EL4IPT►cALOR MCM T- T j + CULVERT. 1 -- 1 USE TYNCAL SECT" SHOWN 4N PLk15 OR FOR 5"SLOK, BOITOW *07H AMD DEPTH ! iEiE1OT %7rLE OF CHANWL, WATCH EXISTING PITCH OR NATURAL MOL". { LCI 4N, OCPTH SECTION 8-6 -OR CLASS I s' CLASS I 3' I F CONTROL STONEEROSION CON 204 OS OEPARTA,fNT OF TR tNt A ION Y puu:u i IV�tiYpA MtSP T t 14 TEMPORAR Y SEDIMENT NT TRA ° TEMPORARY SEDIMENT TRAP TE.MPORAR Y SEDIMENT IME'NT TRAP TABLE 312-0 CONSTRUCTION OF A SILT .FENCE ST --1 ST -2 ST -3 SI'rc SPECIFIC SEEll1NG 'MIX'I'uIiES FOR PiEDNION'I' AREA (WITHOUT WIRE SUPPORT) TEMPORARY SLOPE DRAIN v 2.0' ,' 2.0' 1 SET THE STAMS. 2. EXCAVATE A 4"X 4" TRENCH 1 t I UPSLOPE ALONG TRS LINE of I"oral i..bs. STAKES. a'wvc. }ill GO ■ r� r- ./ ° r �� 3- STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4' 4, BACKFILL AND COMPACT Ti•IE EXCAVATED SOIL SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) CROUNO EARTTIEN DIKE ?ROYIDB tN= CORRUGATED HE'TAL (COMPACTED)PROT2CTIOM 7 1EXTENSION COIUR A WATERPwr Sm--\ EAL--^ PFtOVIilE OV'TLb"r Rr- PROrCCnON ° yrAKDARD rLUB0 D StCf x ELEV. 540.0 SEE PLATE 3. *- 1 SECTION VIEW NOlSt BEA,iYm ItAY BE COMOUED AT OUTLET IF U00 PONDING MILL. CREATE PROBLEMS EARTHEN DIKE (COMPACTED) szenON A - A 67 CU, YD./ACRE 1� �.o VARWBttL,(" 67 CU. YD./ACRE T tDTCAVATEp} 4' WAX. 1 FALTER CLOTH ORfCCMAL r'R01,UNp ELLLY, COARSE AQCREWE•" CLASS I RFRAIY CROSS SECTION OF OUTLET fa -ASS I RI ARRA LENGTH {I1 FEEU 6.0' 6 X DR KAOE DIKE j N " "N 1t ' f COARSE AGGREGATE" (IEXCAVATED CLOTH AREA .� FILTER CLOTH COARSE AGGREGATE SHALL BE VOOT #3, J357 OR #5 OUTLET (PERSPECTIVE VIEW) okctol ORO" ELEV' ELEV. 543.0 67 CV, YD,/ACRE 67 CU, YD,/ACRE (EXCAVAIED) 4' W. �a VARtA6LE" ELEV. 541.0 'FILTER CLOTH GROUND ELEV. •5EE PLATE 3.13-1 COARSE AGGRECATE" CLASS I A"" CROSS SECTION OF OUTLET CLASS I FRPIfAP LENGTH (IH FEU • 6.0' a % QRAiH+14E A{IeA (oI AC ) /DNERSX)ff Ofxft 41 1 t:CvwsE A+;GxECATr .�! 1 �AFILTER CLOTH " COARSE AGGREGATE SHALL BE VOOT #3, X35? OR #6 OUTLET (PERSPECTIVE VIEW) ORICNIAL GROUtio Euv. ELEV. 528.0 tieLr " Per Acre ELEV. 310 MitainITr (i1r0 ;y ELEV. 543.0 67 cu. tiff./ACRE - Commercial or i:esidential 175-2001 lbs. N N� vAltv�lr " Kerstttcicy 3T nr "Turf 'I'`ps Tal! Fescue 95-1U0��c Improved Perennial Ryegrass 0.5% Kentucky Bluegrass 0-5% 67 CU. YD,/ACR£ (FxcAvxTEv) v �. Fli _y •l ntenance I -awn 'MO -250 lbs. FILTER CLOTH t HiCrHAL r M Korltl Ay ; l or'i'urI'= Iypo i Till Fescue `TEE PLATE 3.13 I COARSE ACC,rREGATE~ CLASS I RIPRAP CROSS SECTION OF OUTLET Kentucky 31 Fosttic. 12S lbs. Red 'Fop Grass 2 lbs. Seasonal T\'urse Crop k 20 I s CLASS I RIPRAP 150 lbs. tfim (IN 6.0' I env 'tii.Iint +, a X 0"104CsLls41t. Inllz (Steeper than 3.1� (IN AC,) oN> Rs(aN Kentucky 31 Fescue- 108 lbs. °'K£ - Rets 'rop Grass 2 ills. Seacsoaal Nurse Crop 1 20 lbs, 'III: - Grp+vllv�tcll ` ��tf 't)S. �A TSU lbs. 10 COARSE AGGRECATT: r !'l EXCAVATED l FILTER Gt(O1NAFWA 00 COARSE AGGREGATE SHALL BE VDOT #3, #357 OR fS OUTLET (PERSPECTIVE VIEW) Use sua's rn,tl aurse crop in accordance Nvith seeding dates as stated Wow February 16[h thruul h April ...................... Annul Faye May lit through August Iith . . ............. . ... . . Foxtail Millet August 10th thtougli 0cWbQr ... . .... ...... . . .. . .. Annual Rye November thrwLgh Februm-y 15[h ................... Winter Rye xr 5uhstitttte Serice.a iespedeza for C:rownvetch east of Furntville, Va. (May through September use hulled Sericea. all tither porittds, use unhulled Sericea). If I'latpeti is used in lieu of Crownvetch, increase rate to 30 lbs./acre, All legurne reed tTlttst be }araperly itacculated. Wceltirts; I„avegr;lss may be added toany slope i or low -maintenance mix during warmcr seeding periods, add 10.20 lbs./acre ill fniXCS, Op �No. 032001 J/ A� ASI. 0 0 Z Q 0 V) U. Li - 0 -Z Cd c nom- 16 ' _j • r --t a~ > o V) 0 w � a � Ld � t3i Q •,—t un V) REFERENCED DRAWINGS 01 02 03 04 08/18/06 REVISED PER CITY COMMENTS A 05/18/06 REVISED PER CITY COMMENTS PROD. NO. • 1269 DILE NO, • 1269_C-3.3.dwg ISSUE DATE - 02/23/06 PLOT SCALE • 1.1 Site Erosion Control Details Sheet 9 of 23 SHEET NO: 3r3 it � �M 0 Us O em co 4 � � D C"C” J3 OC Op �No. 032001 J/ A� ASI. 0 0 Z Q 0 V) U. Li - 0 -Z Cd c nom- 16 ' _j • r --t a~ > o V) 0 w � a � Ld � t3i Q •,—t un V) REFERENCED DRAWINGS 01 02 03 04 08/18/06 REVISED PER CITY COMMENTS A 05/18/06 REVISED PER CITY COMMENTS PROD. NO. • 1269 DILE NO, • 1269_C-3.3.dwg ISSUE DATE - 02/23/06 PLOT SCALE • 1.1 Site Erosion Control Details Sheet 9 of 23 SHEET NO: 3r3 ixh. w J3 OC Op �No. 032001 J/ A� ASI. 0 0 Z Q 0 V) U. Li - 0 -Z Cd c nom- 16 ' _j • r --t a~ > o V) 0 w � a � Ld � t3i Q •,—t un V) REFERENCED DRAWINGS 01 02 03 04 08/18/06 REVISED PER CITY COMMENTS A 05/18/06 REVISED PER CITY COMMENTS PROD. NO. • 1269 DILE NO, • 1269_C-3.3.dwg ISSUE DATE - 02/23/06 PLOT SCALE • 1.1 Site Erosion Control Details Sheet 9 of 23 SHEET NO: 3r3 WALGREEN5 SITE WQ-22 5TRUCTURE RETAIL 51TE WQ-5 2 5TRU CTU RE BALLAST 72'0 SEE NOTE B INIZr FIFE (SCE NOTES 55 , C) \� / J / 5TUB 5wNOTE5 5l 61 MANHOLE STORMFILTER- PLAN VIEW 1 1 30°0 FRAME AND COVER CONCRETE (9TD) GRADE RING (SEE NOTE 41 5TEP P) INLET FIFE HOPE OUTIPT (SEE NOTES 5 t G) w5ER WITH 5CUM BAFFLE r 4'-0 MIN r� (SEE NOTE 7) BMI5/ (SEP NOTEE81) I \ � �• �'.' GENERALNOTE5 1) ETORMFILTER BY CONTLCM 5TORMWATER SOLUTION5; PORTLAND. OR (BOD) 548-4667; 5CARBOR000H, ME (877) 9074676; EIKRIDGE, MD (B66) 740331 B. 2) FILTER CARTRIDGE(5) TO BE 51PHON-ACTUATED AND 5ELF-CLEANING. 5TANDARD UETAIL 5HOW5 -IMUM NUMBER OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON 5UE PIAN5 OR IN DATA TABLE BELOW, 3) PRECA5T MANHOLE 5TRUCTURE TO BE CON5TRUCTFC IN ACCORDANCE WITH A5TM C476, DETAIL REFIFCTS DESIGN INTENT ONLY. ACTUAL PIMEN51045 AND CONFIGURATION OF STRUCTURE WILL BE 5HOYM ON PRODUCTION SHOP DRAW NG. 4) 5TRUCTURE AND ACCE55 COVERS TO MEET PASHTO H-20 LOAD RATING. 5) 5TORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF UM3 DROP 15 AVAILABLE, CONTACT CONTECH 5TORMWATER 5OWTION5, MINIMUM ANGIE BETWEEN INLET AND OUTLET 1545'. 6) INLET PI PING TO BE 5PECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 1RECAETMANM-5TORM1I1TERE U,PED WITH A DUAL DIAMETER HDPE OUTIET 5TUB MID SAND COLLAR. EIGHT INCH DIAMETER WTLET 5ECTION MAYBE SEPARATED FROM OUTLET 5TUB AT MOLDED -IN CUT LINE TO ACCOMMODATE A 12 INCH OUTLET PIPE. CONNECTION TO DONM5TRFAM PIPING TO BE MADE U51NG A FLeXIBI-E COUPLING OR ECCENTRIC REDUCER, A5 REQUIRED. CWPUNG BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCe55. IF A 5HALLOWER SYSTEM 15 REWIRED, CONTACT CONTECH 5TORMWATER 5DWTION5 FOR OTHER OPBONS. 8] ANT -FLOTATION BALV5T TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE 5ET AROUND THE PERIMETER: OF THE 5TRUCTURE. 9) ALL STORN.FlLTER5 REQUIRE REGUTAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFOwAATION FRAME PRECAST MANHOLE AND COVER (E.) c-rr�... ,...... ..... MANHOLE STOR04FILTER- TOP VIEW 1 OUTLET 5AND COLLAR 2 w5ER 12.0 OUTLET STAB MOLDED -IN CUT UNE r-B'000TLET 5TUB WIDT41 / \"_� \- 5EE DETAIL 212 \ PIPE UNDERDRAIN J/ 5TORMFILTERCARTNOGE (EY CO TRA MANIM-D (TYP! (WE NOTE 2) G CONTRACTOR) (BY CONG MANHOLE STORMFILTER-SECTIONVIEW A MEE o»T�G) Dw 1 BALL 5T ml:s NAxreNflrt GROUT (5EE NOTE 8) mss euxst;I:'m[Nr (BY CONTRACTOR) uA AATINT MANHOLE STORM FILTER -OUTLET DETAIL 2ANV '�4°;,•°�;,','o;5sH. z;;s, oLRSLeNT5BI6BbInmeLer SallNons c o��MF!-MdYBFAwnrrwW S.I.... 2 °nmrts re oll � _A�U(ct_l*IAH PRECAST 72" MANHOLE STORMALTERPA n A3 �RlAU. PRECAST 72" MANHOLE STORMFILTER PLAN AND SECTION VIEWS i U. TOP AND SECTION VIEWS, NOTES AND DATA 2� ST�NMWAIESOL� STANDARD DETAIL ! �A 11 S^ STANDARD DETAIL WATER QUALITYQ GENERAL NOTES I, 5TORMPILTER BY 5TORMWATER360; WEST: PORTLAND, OREGON (800154-997; EAST: SCARBOROUGH, ME (8771 B 907.8676; MID -ATLANTIC: ELKRIDGE. MD (066) 740-3318. BMlA5T 2 2) FILTER CARTwD C(S) TO BE 51PHON-ACTUATED AND 5EIF-LLEANING. 5TANDARD DETAIL DRAWING 5HOW5 MAXIMUM NUMBER OF CARTRIDGE5. ACTUAL NUMBER REQUIRED TO BE 5PECIPIED ON 51TE PIAN5 OR IN DATA TABLE BELOW. ALTERNATE FIFE (SFE Te 8) 3) PRECl T VAULT TO BE CON5TRUCTED IN ACCORDANCE WITH ASTM 0857 AND 0858. DETAIL DRAWING REFLECTS DESIGN LOCATION (-) (SEE NOTE 6) INTENT ONLY. ACTUAL DIMEN5I0145 AND CONFIGURATION OF 5TRLCTURE PALL Be 511 N ON PRODUCTION SHOP DRAWING. 4) 5TRUCTURE MID ACCE55 COVERS TO MEET AA5HT0 1-20 LOAD RATING. d z 5J 5TORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF Le55 DROP 15 AVAILPBLE, CONTACT 5TORMWAMER W-52 6) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CIXJTRACTOR. PRECAST 5TORNINTER VAULT YW EQUIPPED M EITHER KNOCKOUTS ORN BORT CONNEOTION5 AT INLET AND OUTLET LOCATIONS. PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCE55. IFA SHPllOWER SYSTEM IS REQUIRED. CONTACT CWPUNG TY?)TY?)7) ` (BYCONTRACTOw 5TORMWAT-GO FOR OTHER OPTION5. B) ANTI -FLOTATION BALLAST TO LY 5PECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR IF REWIRED. BALLAST TO BE 5ET WA TY STRUCTURE ALONG ENTIRE LENGTH OF BOTH 5IDI5 OF THE 5TRUCTURE. ONTO A 5 FOR MO 9) ALL 5TOWFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIOELINERE INFORMAHM. 1 30'0 FRAME AND 5'x 16' PRECAST INLET PIPE \ S OUTLET PIPE (5EE Nores ses) .INLET (t`• s "I (see Nores 546) "i COVYRmP) 5TOP.MFILTER DATA ,... BAYi '11x. C (5EE NOTE 4) 1 5TRUCTURE .. .,...� DO , A RA TE MG ..-. .. ...' ,•. •'.. , t .'.'.. ... :.., .. rxWA BMPLE WALL PEAK F RAT .B9 C RETW 'p FILTRATION R DGE m DAY BMIlST MEOIATYPE(CSF, PERLI E ZP ZPG (SEE NOTE 8) 8'x 16' STORMFILTER -PLAN VIEW i11 `( PIPE DATA, LE. ATEwAL DIA ETE I L PIP NI HDPE 12' 1 UT PIPE I 5H.e I HOPE II + - RIM PRAMS UNDERDRAIN WIDTH-�1..:.. MANIFOLD AND COVER AN. 5WFRAMLAND (SEE NOTE 4) x9 A FLOW 8'x 16'STORMFILTER- SECTION VIEW B y LOVER 0DF) 2 '5EE NOTE 4) GRADE RING ANTI -FLOTATION 5MIA5T T H T NOTE55PECIAL REQUIREMENTS: BAMMUE WALL rST PLOW SPREADER r EP 4_1G' MIN (SEE'. NOTE 71 I. -y. ; , t• .. ..: •.� .2:..h:;� !;I+ I• PERMANENT / \ \ !f+ +: r.:A•�,:^ :; ,�.I 4' POOL f 7..-. .i, . .. .. ..- ... l.i •. •. :.. STOMILTM •• UNDCRURAN `�`,.. 8 ' y N •,C i •I'�"�-� ENERGY OI55IMTOR CMANIFOLD •��� r id's l,. a IEEE NOTE 2) ..! • �; CY ,. •.>` 8'x16'ST ORMFILTER-SECTIONVIEW cA 01 nnes Ne i6, Tne srawvreeaew.v,'ernExT 8'x 16'STORMFILTER- TOP VIEW 1 - 2 µ 02006 CONTECH SLOIr" rS°IWons 8' x 16' PRECAST STORMFILTER APc ALJ' •2dAM•Y� 8' x 16' PRECAST STORMFILTER - _A\BEAU" `� �v=� PLAN AND SECTION VIEWS 1 TOP AND SECTION VIEWS, NOTES AND DATA 2"" STORMWATER STANDARD DETAIL STORMWATER f STANDARD DETAIL _ SOLUTIONS_ WATER QUALITY STRUCTURE DATA CI -21 _ ET OVERFLOW BYPASS REMOVAL RATE = 50% -65% TP CURB INL8.2 PIPE W/ WATER QUAUTY DIVERSION STRUCTURE (SEE DETAIL) INV- 534.6 - INV. 532.0 W -22 WATER QUALITY STRUCTURE (SEESHT C-3.4 FOR DETAIL) INV= 534.5 (IN) INV= 532.2 (OUT) INV -532.0 _ A T-539.0 INV= 532.1 UNDERGROUND DETENR0I14 UMITS 3 V. T-542.4 INy=F35 OULET CONTROL STRUCTURE (SEE DETAIL) INV= 535.1 (IN) K 1,ti. II ?( • 'J^),,�. -'ti INV- 535.0 (OUT) T-545.1 INV -537.7 UDEGROU 0 _- STORMWATER DETENTION TRIPLE 48" DIA. HDPE FS WALGREENS SITE UNDERGROUND STROM DETENTION/ WATT QUALITY FLOW CHART RETAIL 51TE WQ-5 2 5TRU CTU RE BALLAST 72'0 SEE NOTE B INIZr FIFE (SCE NOTES 55 , C) \� / J / 5TUB 5wNOTE5 5l 61 MANHOLE STORMFILTER- PLAN VIEW 1 1 30°0 FRAME AND COVER CONCRETE (9TD) GRADE RING (SEE NOTE 41 5TEP P) INLET FIFE HOPE OUTIPT (SEE NOTES 5 t G) w5ER WITH 5CUM BAFFLE r 4'-0 MIN r� (SEE NOTE 7) BMI5/ (SEP NOTEE81) I \ � �• �'.' GENERALNOTE5 1) ETORMFILTER BY CONTLCM 5TORMWATER SOLUTION5; PORTLAND. OR (BOD) 548-4667; 5CARBOR000H, ME (877) 9074676; EIKRIDGE, MD (B66) 740331 B. 2) FILTER CARTRIDGE(5) TO BE 51PHON-ACTUATED AND 5ELF-CLEANING. 5TANDARD UETAIL 5HOW5 -IMUM NUMBER OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON 5UE PIAN5 OR IN DATA TABLE BELOW, 3) PRECA5T MANHOLE 5TRUCTURE TO BE CON5TRUCTFC IN ACCORDANCE WITH A5TM C476, DETAIL REFIFCTS DESIGN INTENT ONLY. ACTUAL PIMEN51045 AND CONFIGURATION OF STRUCTURE WILL BE 5HOYM ON PRODUCTION SHOP DRAW NG. 4) 5TRUCTURE AND ACCE55 COVERS TO MEET PASHTO H-20 LOAD RATING. 5) 5TORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF UM3 DROP 15 AVAILABLE, CONTACT CONTECH 5TORMWATER 5OWTION5, MINIMUM ANGIE BETWEEN INLET AND OUTLET 1545'. 6) INLET PI PING TO BE 5PECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 1RECAETMANM-5TORM1I1TERE U,PED WITH A DUAL DIAMETER HDPE OUTIET 5TUB MID SAND COLLAR. EIGHT INCH DIAMETER WTLET 5ECTION MAYBE SEPARATED FROM OUTLET 5TUB AT MOLDED -IN CUT LINE TO ACCOMMODATE A 12 INCH OUTLET PIPE. CONNECTION TO DONM5TRFAM PIPING TO BE MADE U51NG A FLeXIBI-E COUPLING OR ECCENTRIC REDUCER, A5 REQUIRED. CWPUNG BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCe55. IF A 5HALLOWER SYSTEM 15 REWIRED, CONTACT CONTECH 5TORMWATER 5DWTION5 FOR OTHER OPBONS. 8] ANT -FLOTATION BALV5T TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE 5ET AROUND THE PERIMETER: OF THE 5TRUCTURE. 9) ALL STORN.FlLTER5 REQUIRE REGUTAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFOwAATION FRAME PRECAST MANHOLE AND COVER (E.) c-rr�... ,...... ..... MANHOLE STOR04FILTER- TOP VIEW 1 OUTLET 5AND COLLAR 2 w5ER 12.0 OUTLET STAB MOLDED -IN CUT UNE r-B'000TLET 5TUB WIDT41 / \"_� \- 5EE DETAIL 212 \ PIPE UNDERDRAIN J/ 5TORMFILTERCARTNOGE (EY CO TRA MANIM-D (TYP! (WE NOTE 2) G CONTRACTOR) (BY CONG MANHOLE STORMFILTER-SECTIONVIEW A MEE o»T�G) Dw 1 BALL 5T ml:s NAxreNflrt GROUT (5EE NOTE 8) mss euxst;I:'m[Nr (BY CONTRACTOR) uA AATINT MANHOLE STORM FILTER -OUTLET DETAIL 2ANV '�4°;,•°�;,','o;5sH. z;;s, oLRSLeNT5BI6BbInmeLer SallNons c o��MF!-MdYBFAwnrrwW S.I.... 2 °nmrts re oll � _A�U(ct_l*IAH PRECAST 72" MANHOLE STORMALTERPA n A3 �RlAU. PRECAST 72" MANHOLE STORMFILTER PLAN AND SECTION VIEWS i U. TOP AND SECTION VIEWS, NOTES AND DATA 2� ST�NMWAIESOL� STANDARD DETAIL ! �A 11 S^ STANDARD DETAIL WATER QUALITYQ STRUCTURE DATA �MY JB-fi3 REMOVAL RATE = 50% -65% TP :' T-542-0 ,L INV= 536.6 pN) �X4.33 qg °, p@ b i�51 ���R��L� INV= 532.5 (OUT)49 d z W-52 T49 YW T-544.0 WA TY STRUCTURE :FOR DETAIL INV- 5390 (IN INV- 5366 (OUT) ER OVFLOW BYPASS JB -50 T-544.9 PIPE (OUTLET CONTROL/ WATER QUALITY DIVERSION STRUCTURE HWL-542.Ov - INV-'RSt.02 (IN) 1` X539.1 (OUT){, UNDERGROUND DETENTION LIMITS Q i . J .8-46 -544.0 • T-544.0 4V-540.0 .:' INV -540.35 RETAIL SITE UNDERGROUND STROM DETENTION/ WATER QUALITY FLOW CHART �jg �•'Z �MY Ob o uLye w z �m SRR€'EE"€� �X4.33 qg °, p@ b i�51 ���R��L� d z T49 YW 032001 11 REFERENCED DRAWINGS II ®12/01/06 REVISED PER COUNTY COMMENTS Q09/29/06 REVISED PER COUNTY COMMENTS PR0.1. N0. • 1269 RIE Na 1289-C-3.3.dwg ta511E DATE • 08/23/06 PLOT SAL 1-1 Site Erosion Control & Water Quality Details Sheet 10 of 29 sm W. C-3.4 •i��R�s� �� 3�3� H' 3gq 35g�g BEB:$R.09Eiho ' 8 •_ w z �m SRR€'EE"€� �X4.33 qg °, p@ b i�51 ���R��L� 032001 11 REFERENCED DRAWINGS II ®12/01/06 REVISED PER COUNTY COMMENTS Q09/29/06 REVISED PER COUNTY COMMENTS PR0.1. N0. • 1269 RIE Na 1289-C-3.3.dwg ta511E DATE • 08/23/06 PLOT SAL 1-1 Site Erosion Control & Water Quality Details Sheet 10 of 29 sm W. C-3.4 SITE/GRADING - 60" PIPE 134 CY=3618 CF W A L _G_R E _E N_S S I T E DRY STORAGE =1889 CF CD407 CD407 REV 6/22/95 TRAP DIMENSION& 40'X a_R=M D=E=T E_N=T=I=O=N= --I IN S=C=M-E-D T{ ct?N F E TO aE4900 PSI L►1U.Y'-- -I TRAP INVERTI 540.0 PLAN I - LOCATION -WI DEPTH~ I LENGTH -NI _S_T WIDTH -Gf - VOLUME W-! =H-A-S-I VOLUME- ELEV OF I REQ'D I SPLWY WIDTH SPLWY I I ELEV I SPLWY I FLOW I TOP BERM I BASIN I I BOTTOM I i I I I REQUIRED I PROVIDED I I LOCATION I DEPTH I LENGTH I WIDTH I VOLUME I R 13LTJM I I I EIS14 bFEI ='_____________"_""'___^----------- SPLWY 1 I C FT) I (FT) I (FT) t (CU, FT) I (CU. FT) i STORAGE I I --------- I -------- C FT) I I I -------- I-------- ELEV I I ELEV -------- I ELEV I I--------- I I------------ I --------- I ---------- I USD 1 5.2 -IS-PROVIDED I --------- i 4.0 ---------- -- 4169 =--1 I --------------- --_ 4169 1 - 53%R --1 == 6. 0 --1 539.2 -1 - 540.0 1 - 542,4 -1 - 534.0 - 1 --- --_- =- ---E ---111 y�--1 STORMWATER DETENTION -- --`1 IN AN UNDERGROUND SYSTEM I --------- I ---------- I 1 2.0 1 388 1 ------------- 408 1 542, 0 1 4. 0 1 542.0 1 542,62 1 545.0 PIPE SIZE= 48' STORMWATER DETENTION IS PROVIDED IN AN UNDERGROUND SYSTEM -- ,0• 6,.r-4• _AREAS- PIPE SIZE= 24' LENGTH= 4169 CF/( 3, 12) ( 2, 0) ' = 332 LF 3 ROWS OF 111LF= 333 LF (CROSS CQNECTING PIPES PROVIDE AN ADDITIONAL 24 LF) 2. INCLUDES CURB BOX. ISSUE DATE • 05/18/06 (martr) (elev) (in) LENGTH= 388 CF/( 3, 12) ( 1, 0) ' = 124 OUTLET RESTRICTORS {mark) (B,ev} (fi) Cele':) PLOT SCALE • 111 t 6r r-� 5,,0» (a") (rrvn} {min} (infix) (cit) CB -46 TO CB -48 AND CB -48 TO JB -50= 130 LF) 2 YR STORM - 6.9 INCH ORIFICE AT ELEV, 534.0 AREA STAfm Ebp Dprp pipmat TYpip STAaa "chip Lpip INVdp OUTLET RESTRICTORS Ada T'CP.da Tup 10 YR STORM - &9 INCH ORIFICE AT ELEV. 534.0 Qtup Qtot Qpip Vpip 2 YR STORM - 7.0 INCH ORIFICE AT ELEV, 538.0 2 CB 540.4 15 HDPE ORIFICE RESTRICTOR IS LOCATED IN A BAFFLE IN THE OUTLET CONTROL STRUCTURE (JB -20) SEE DETAIL SHT C-3,4 ELEV. 538.0 04 ST -1 - 1. 0 AC C 134 CY/AC) =134 CY - 60" PIPE 134 CY=3618 CF ALTERNATE END -SECTION 12" 60" PIPE + WET STORAGE =1809 CF 04 DRY STORAGE =1889 CF CD407 REV 6/22/95 SITE/GRADING TRAP DIMENSION& 40'X 16' BERM WIDTHt 2. 0' C9NCRETE 10 BEt - T{ ct?N F E TO aE4900 PSI L►1U.Y'-- WEIR ELEVATION, 543, 0 TRAP INVERTI 540.0 PLAN ST -2 - 1,0 AC (134 CY/AC)=134 CY H E D U L E C 8 dAtrrr IEA Stm fAsw :�hfMc WET STORAGE=1809 CF - DRY STORAGE=1809 CF S T O R M D E T E N T I 0 N B A S I N S C TRAP DIMENSIONS, 36. 2'X 25' BERM WIDTH, 2.0' END ViEW WEIR LENGTH, 6' I LOCATION I DEPTH I LENGTH I WIDTH I VOLUME I R 13LTJM I I I EIS14 bFEI ='_____________"_""'___^----------- SPLWY I SPLAY I SPLAY ! TOP --------_ I BASIN I I I i I REQUIRED I PROVIDED I REQ'D I WIDTH I ELEV I FLOW I BERM I BOTTOM I I (FT) I (FT) I (FT) i (CU, FT) I CCU. FT) I I STORAGE I --------- 1 -------- (Fi) I k I ------- I ELEV [ -------- I ELEV -------- I ELEV 1 I --------- I I------------ I --------- i ---------- I USD -1 1 4.2 1 130 I --------- I ---------- I 1 2.0 1 388 1 ------------- 408 1 542, 0 1 4. 0 1 542.0 1 542,62 1 545.0 1 538,0 1 STORMWATER DETENTION IS PROVIDED IN AN UNDERGROUND SYSTEM -- ,0• 6,.r-4• _AREAS- PIPE SIZE= 24' LWT -PIP=-FLOW----- 1. INLET CFS ASSUMES WATER PONDING 6" DEEP AND IS INTERPOLATED FROM MFG LITERATURE. 2. INCLUDES CURB BOX. ISSUE DATE • 05/18/06 (martr) (elev) (in) LENGTH= 388 CF/( 3, 12) ( 1, 0) ' = 124 LF {mark) (B,ev} (fi) Cele':) PLOT SCALE • 111 t 6r r-� 5,,0» (a") (rrvn} {min} (infix) (cit) CB -46 TO CB -48 AND CB -48 TO JB -50= 130 LF) (4,5) Typc AREA STAfm Ebp Dprp pipmat TYpip STAaa "chip Lpip INVdp OUTLET RESTRICTORS Ada T'CP.da Tup Tpip )Tup Qtup Qtot Qpip Vpip 2 YR STORM - 7.0 INCH ORIFICE AT ELEV, 538.0 2 CB 540.4 15 HDPE 2 Cl4 539.5 90 0.1 0.50'5; 0.'4 10 YR STORM - 7.0 INCH ORIFICE AT ELEV. 538.0 04 7,1 0.9 1.1 4.8 3.9 3 ORIFICE RESTRICTOR IS LOCATED IN A BAFFLE IN THE OUTLET CONTROL STRUCTURE (JB -50) SEE DETAIL SHT C-3,4 0.50'4 0.05 ST -1 - 1. 0 AC C 134 CY/AC) =134 CY - 60" PIPE 134 CY=3618 CF ALTERNATE END -SECTION 12" 60" PIPE + WET STORAGE =1809 CF 04 DRY STORAGE =1889 CF fM tw ON OWET ENO.51: YX*4i FOR DEPTH=3' AREA=1210 SF TRAP DIMENSION& 40'X 16' BERM WIDTHt 2. 0' C9NCRETE 10 BEt WEIR LENGTH, 6' T{ ct?N F E TO aE4900 PSI L►1U.Y'-- WEIR ELEVATION, 543, 0 TRAP INVERTI 540.0 PLAN ST -2 - 1,0 AC (134 CY/AC)=134 CY NEENAH 134 CY=3618 CF C 8 dAtrrr IEA Stm fAsw :�hfMc WET STORAGE=1809 CF - DRY STORAGE=1809 CF to 0 FOR DEPTH=2' AREA=1809 SF TRAP DIMENSIONS, 36. 2'X 25' BERM WIDTH, 2.0' END ViEW WEIR LENGTH, 6' END VIEW SECTION X -X WEIR ELEVATION, 543.0 HEAP DUTY GRATE It PVMT CEI TRAP INVERT, 541.0 1 ST -3 0. 50 AC ( 134 CY/AC) =67 CY C 0 67 CY=1809 SF NEENAH WET STORAGE =905 CF 7.0 DRY STORAGE =905 CF 4"q^ 2',D• FOR DEPTH=2' AREA=905 SF TRAP D I MENS I ONS, 12' X 76' BERM WIDTH, 2, 0' z .. a� WEIR LENGTH+ 6' r -r .' 9- r•a WEIR ELEVATION, 530.0 CURB INLET, SINGLE TRAP INVERT, 528.0 SCHEDULE SITE/CIVIL C0062 REV 6/22/99 _ NOTES-------TT=-�____ C A U T 1 0 N - N O T I C E To C 0 N T R A C T 0 R ALL TEMPORARY EROSION CONTROL MEASURES AND FACILITIES SHALL BE RETAINED AND REMAIN OPERATIONAL UNTIL ALL OF THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR THE FOLLOWING CONDITIONS ARE SATISFIED: ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON ALL PERMANENT CONTROLS, MEASURES, FACILITIES HAVE RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN W THE FIELD. THE INFORMATION IS NOT TO BE REUED ON BEEN INSTALLED AND ARE FULLY OPERATIONAL, AS BEING EXACT OR COMPLETE . THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST - VEGETATION IS ESTABLISHED., TION OF UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE_ --__-_- EXACT FIELD LOCA CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE - 60" PIPE ch O ALTERNATE END -SECTION 12" 60" PIPE + ETIO ON OUT% -Ci Ew-5(C Sr'yGOT Er1O oN aLt r Ew sECT+ot1 04 ,r44 fM tw ON OWET ENO.51: YX*4i CTI" qb 09/25,%06 PROPOSED IMPROVEMENTS SHOWN ON THE PLANS 4-P- C9NCRETE 10 BEt T{ ct?N F E TO aE4900 PSI L►1U.Y'-- LIN PLAN T c 9 NEENAH R-1878-A9G C 8 dAtrrr IEA Stm fAsw :�hfMc 765 - _ to 0 PAY C REVISED PER COUNT( COMMENTS PAY I-ffic -- 5 END ViEW 3.0 END VIEW SECTION X -X END SECTON DIMENSIONS HEAP DUTY GRATE It PVMT CEI END SECTION DIMENSIONS, - 1 PPI: t9049MF A 0 C 0 5 NEENAH C 0 f 7.0 tY 4" •0" 4"q^ 2',D• SQUARE GUTTER INLET GRATE, 12" 4- 2`•O- 4'-r w -r 2'-cr 1 6 2 z .. a� A& r -r .' 9- r•a s� CURB INLET, SINGLE STORM SEWER SCHEDULE 7 1'•S" r-9" ±1.4r $w 4.2 580 ti" 1r z -r 3-•10' 8-1- S'•0" CURB INLET, DOUBLE 9.5 r 1t r 5'•O" 314. PIPE STRUCTURE DATA -- ,0• 6,.r-4• _AREAS- -TIME-- LWT -PIP=-FLOW----- 1. INLET CFS ASSUMES WATER PONDING 6" DEEP AND IS INTERPOLATED FROM MFG LITERATURE. 2. INCLUDES CURB BOX. ISSUE DATE • 05/18/06 (martr) (elev) (in) (Pipe} {mark) (B,ev} (fi) Cele':) PLOT SCALE • 111 t 6r r-� 5,,0» (a") (rrvn} {min} (infix) (cit) (tis) (d5) (4,5) Typc AREA STAfm Ebp Dprp pipmat TYpip STAaa "chip Lpip INVdp Splp Ada T'CP.da Tup Tpip )Tup Qtup Qtot Qpip Vpip Tgr ; 2 CB 540.4 15 HDPE 2 Cl4 539.5 90 0.1 0.50'5; 0.'4 0.15 50 04 7,1 0.9 1.1 4.8 3.9 3 -2 4 01.4 538.4 15 HDPE 2 CI -5 539.2 40 0.1 0.50'4 0.05 023 54 02 7.1 0.5 16 46 3.7 6 5 Cl -5 534.116 HDPE 2 CB -6 538.3 44 0.1 O.B5 f• 0.06 0.29 5.6 0.3 7.1 0.4 20 7.3 6.0 13.8 4,9 11.3 6 3 6 CM 33$,2 15 HDPE 2 DET 537.1 24 0.0 4 56?', 0.46 1.02 5.9 0,0 7.1 Ti 8 Cl8 531.9 15 HDPE 2 JB -10 537.5 49 2.6 0-61`9' 0.14 0.13 5.0 0.2 T.1 0.8 09 51 4.t 8 10 JB -t0 537.5 46 HDPE 2 DET 537.4 2 0.0 2.50°,;. 0.00 0.13 5.2 0.0 7.1 0.0 0.4 227.1 18.1 1 14 CB -14 540.0 15 HDPE 2 CI -16 539.6 93 0.1 0.544% 0.23 022 5.0 04 7.1 1.6 16 4.7 3,9 3 16 04.16 539.4 15 HDPE 2 CI -17 538.9 93 0.1 0.54": 0 14 0.35 5.4 0.4 7.1 0.9 2 5 4.7 3.9 fl 17 CI -17 635.8 15 HDPE 7. C8-18 536.4 70 0.7 057"54. 013 045 5.5 03 7.1 09 3.4 4.0 4.0 6 18 CB -18 537,7 15 HDPE 2 DET 535,3 10 0.0 14 00'X, 007 0.54 6.1 U.0 7.1 0.5 3 6 24.2 *.7 3 19 DET 535.2 48 HDPE 2 JB -20 535.1 ?. 21 5 00'1: 0.0 t 82 1C 0 00 5.4 0.0 102 321.2 25.6 ` 20 J9-20 535.0 24 HDPE 2 CI -21 53.4.6 6B 10 0 591M. D.OD 1 82 IOD 02 5.6 0.0 102 17.4 5.5 t 21 (121 534.6 12 HDPE 2 V11D 22 534.5 15 2.1 US774%. 0.04 0.04 102 01 5.6 0.2 02 2.9 3.7 6 22 41L�22 532.2 15 tipPE 2 JB -23 632.1 7 0 i 0; 1't O.CIJ 0 04 103 00 5 6 0.0 0 2 5.5 4.d 1 '. 22 JB -23 532.0 15 HDPE 2 HflAi­24 531.9 16 00 0 63'54. 0 00 0 04 10 3 01 5.6 0.0 0.2 5.1 4.2 1 21 C1-21 534.6 24 HDPE 2 KAL25 532.0 28 OA 929' 0.04 0.04 50 00 7.1 0.3 03 6L:9 21.9 1 23 CB -26 536.0 15 HDPE 2 H'PAL27 535.0 78 00 1 28"= 0.:6 0 07 5.0 02 7.1 0.5 05 7.3 6,0 2 70 J-70 544.0 8 HDPE 2 J-71 543.7 28 0.1 1.07'5': 0.05 0.05 5.0 0.1 7.1 0.3 0.3 1.3 3.6 71 J-71 543.6 8 HDPE 2 J-72 543.3 28 0.1 t.07?t• 0.07 0.11 5.1 0.1 Ti 0.5 O.II 1.3 3.6 , 72 J-72 543.2 8 HDPE 2 J•73 542.9 28 01 1 ❑7'Y:. 007 018 53 01 71 0.5 13 13 3.0 ?3 J-73 542.8 8 HDPE 2 J 74 542.2 28 01 2 14"f. 0.07 0.25 0.30 54 Sri 0.1 0.1 7-1 Ti 0.5 4.4 1 a 2.2 1.8 3.0 `.f SLG 74 J-74 542.1 8 HDPE 2 CB -6 530.0 52 0.0 5.564':1 0.06 32 (132 5412 15 HDPE 2 Ci 60 541 D 24 0.0 1.00iu 015 0.15 5A 01 7 1 0.9 1.1 6.F 5.3 6 CI 30 541.2 15 HDPE 2 Cs 3$ 5406 722 0.1 0.56`% 003 G.03 5.0 0.3 7.1 0 0.2 4.B 3.9 0 36 38 C>38 5403 15 HOPE 2 CIAO 5402 80 0.1 0.5710 0.04 0.06 5.3 03 71 0.3 0.5 1.3 4.9 4.7 4.0 3.9 6i I. 6�. 40 CI40 640.1 15 HDPE 2 FES -42 540.0 26 0.0 0,64%0.13 0.19 5.6 0.1 7.1 0.9 44 Ct44 540.35 15 HDPE 2 CB -48 5401 32 0.5 0.78% 0.04 0.04 5.0 01 71 0-$ 0.3 S.7 4.7 0' 46 CB 540.0 24 HDPE 2 CBA8 539.6 BB 0.1 0.59:' 0.37 0.25 5.0 0.2 71 1.8 1.8 17.4 5.5 3 .. -46 48 CB 539.5 24 HDPE 2 JB -50 S302 52 +.1 0 58;5 022 0 5D 5.2 02 7 1 S 5 3.5 17.2 5.5 3 ` -48 50 JB -50 539,1 12 HDPE 2 WO -52 5390 12 2.3 0.83% 031, 0 35 54 00 7 1 2.5 2 S 3,3 4.1 1 52 WO 536.7 12 HDPE 2 JB -53 536 b 6 4.3 1.67%6 0 DO G.35 5.4 0.0 7.1 0.0 2.5 4.8 5.9 1' -52 53 JB -53 532.1 15 HDPE 2 HW -54 5260 28 OA 14,46 ;u ROD 0.35 5.4 0.0 7.1 QA 2.5 24.8 20,0 1 50 JB -50 $39.1 15 HDPE 2 18.53 5366 20 0.0 12.501.6 0 37 0.35 5.0 0.0 7 1 2 5 2.6 2.2,8 18,5 1 5t ES -1(59) 541.9 15 CA4P 1 Cl -60 541 0 93 0.1 0,9719, 0.32 0.10 5.0 0.6 7.1 0.7 0.7 3.2 2.6 - 60 C1-60 540.9 15 CN4P t ES -1(61) 5405 40 0.0 t.0016 010 019 5-6 0,3 71 07 1.4 3.2 2.6 VARIABLES F YR - Iecurrance irftwal of slOrm (years) - Ebip eiev at DottOm irive.1 op pipe Ada =area of mnemeroal drainage area (ac) Spip ' slope Alpe Cda = runoff Coeff Gent of Ada = i of Ada = rainfall intensity in Inc drainage arca (IrV r) Tp l or 7Ypip= type of pips or eharT �i typeMatof Oda = nrtoff of me drainage area Ada (cfs) Rpip = radius pipe (in) Etda = elev at top of ire drainage area Cpip = circumferan e pipe (in) E boa = elev at bottom of i nc drainage area Apip = eren pipe (sO HI -ca= hi irariic lergih of im drainage area LIPOID= 'Welted pennleter of pipe lftj Sda = average sbpe or me drainage area (°`u) HRpip= hydfaullC radius of pipe (11) g = 32.2 gfa'nty (ft GC -_(Sec) C 1 pip= constant pipe n = marring's coefficient of roughness STAIM= name of stnxhre at upper invert of pipe Ehp {IgD = Htt grate pandirg (ft) STAto= name of struc ure at fang Invw. of pipe ebip cJgr = Noa'crnrgrate Oct) INVdp= invert at bot;pm of drop manhole (if.any) Ag( = area grate for too 09; Of) Tup = dine of flow froth upperrr(ast drainage area (min) Tpip = time Of flow itt pipe GCGt,on (min) 9Lp = irTansityof rainfall at time Tup (irft) Atot = total cumuiative area from uppefmost drainage area (ac) . Qfot= ftmOff Cimutati%v at (cN) QtUp Anoff at time T; p (cts) Opip = Pow ltvu tuts pipe (cfs) Vpip=1c11ocit/ in full pipe (fps) Dpip = diametef pipe (in) Lpip = Iervglh of pipe (fl) Eti = elev at to irr ert c.p pipe GRADE 'NEENAH' # R -3283-A CURB INLET PAVING STEPS 0 12" OC PRECAST CONC BASIN ASTM C-478 (ROUND) ASTM C-789 (RECTANG) CRUSHED STONE BED & BACKFILL 4" PERF PIPE UNDERDRAIN REF CATCH BASIN DTL 2 REQ'D - LOCATE 0 OPP SIDES RUN PARALLEL TO CURB SEE SITE PLAN FOR INVERT CONC FOOTING w/#4'S ® 12" OC EACH WAY [ STRUCTURAL BACKFILL EXIST EARTH OR STRUCT FILL AS APPLICABLE STORM PIPE TIGHTLY COMPACTED CLEAN BEDDING TO SPRINGL.INE 1NIL)IN A5 STORM PIPE TRENCH SCALE: NTS SSTM--35 2" x 2" STAKE FABRIC EXTENDS 1' MiN. DROP INLET_ _ WITH GRArr// 2" X 4" WOOD FRAME / 5' MIN. (TVP•) MIN 8 'T OUTLET RESTRICTOR BAFFLE STORM DETENTION OUTLET ORIFICE 3" DIA WATER QUA ORIFICE RESTRI( TO WC 12" HDPE PIPE 15" HDPEPIPE PLAN VIEW DRAINAGE OUTFALL SUMMARY (CHECK ON ADEQUATE CHANNEL) Q=CIA =(, 80) ( 7, 1) t 1) =5,70 CFS A 15'OUTFALL PIPE WILL PASS 6. 6 CFS @ 1, 0% (PROPOSEDI!5' SLOPE DRAIN @ 23% SLOPE) Q=CIA 80) ( 7, 1) ('1) =5.70 CFS A 15' OUTFAILL PIPE WILL PASS 6, 6 CF1S @ 1, 0"/. (EXISTING 15' CMP @ 5, 37) Q=CIA 80)(7. 1) (Oi, 30) =1. 70 CFS A SWALE 0. 501' DEEP @ 5. 0% WILL PASS 2. 7 CFS (EXISTING OUiTLET SWALE) ­­ SION RETAIL SITE OUTLET CONTROL STRUCTURE JB -50 GATHER EXCESS 51LT FENCE INLET PROTECTION SCALE: NTS SSTM-72 SEE SCHED FOR GRATE TYPE 'ECAST CONC BASIN ASTM -478 (ROUND CB) ASTM -789 (RECTANG CB) 4 GRADE SLOPE TO GRATE ASPHALT PAVEMENT AGGREGATE BASE COURSE SUBGRADE COMPACTED FILL SLOPE 4'- 0" (MIN.) 2r 6" in PROPOSED PAVEMENT SEE PAVEMENT DETAIL TYP CURB/PAVEMENT STABILIZATION AT FILL SLOPES SCALE: NTS SSTM---34 CI -21 - 4" DIA PERF PIPE DERDRAINS 0 90" AROUND 10' LONG MIN. EACH TO #472 DRAINGUARD FABRIC WRAP AS MFG BY VANCED DRAINAGE SYSTEMS SOLID END CAPS NC GROUT TYP AROUND DRAIN DIVERSIOP TFLOW PIPE OVERFLOW WE ERT EL - SEE PLAN OR SCH ` 48" OR LARGER AS REQ'D WATERTIGHT SEAL SEAL AROUND PIPE r NOTE:; UNDERDUNS 0 CH'S IN PAVING ONL\\\= PROVIDE THICKER BASE IF REQ'D BY BASIN DEPTH TO PREVENT UPLIFT RU63BER COATED STEPS, CLOW NO, F-3650 OR APPROVED EQUAL DIVERSION/BYPASS WEIR (CONSTRUCT SANE AS BAFFLE) END -SECTION 12" - 60" PIPE ch O ALTERNATE END -SECTION 12" 60" PIPE + ETIO ON OUT% -Ci Ew-5(C Sr'yGOT Er1O oN aLt r Ew sECT+ot1 04 ,r44 fM tw ON OWET ENO.51: YX*4i CTI" qb 09/25,%06 C WrCOT 00 ON fur CM-SECTgn xx 4-P- C9NCRETE 10 BEt T{ ct?N F E TO aE4900 PSI L►1U.Y'-- LIN PLAN T c 9 NEENAH R-1878-A9G C 8 dAtrrr IEA Stm fAsw :�hfMc 765 Ac HEAVY DUTY GRATE 0 PVMT CB to 0 PAY C REVISED PER COUNT( COMMENTS PAY I-ffic -- LrE SECTION X -X END ViEW 3.0 END VIEW SECTION X -X END SECTON DIMENSIONS HEAP DUTY GRATE It PVMT CEI END SECTION DIMENSIONS, - 1 PPI: t9049MF A 0 C 0 5 NEENAH C 0 f 7.0 tY 4" •0" 4"q^ 2',D• SQUARE GUTTER INLET GRATE, 12" 4- 2`•O- 4'-r w -r 2'-cr 1 6 2 z .. a� 1s- ¢- 3' r -r .' 9- r•a s� CURB INLET, SINGLE 1x- ,s' z -s• 3.10 , . 2..K" 1. 2, 4 7 1'•S" r-9" ±1.4r $w 4.2 580 ti" 1r z -r 3-•10' 8-1- S'•0" CURB INLET, DOUBLE 9.5 r 1t r 5'•O" 314. '-m 3'•2• a" 3•r' ,0• 6,.r-4• 4" Y.7' t,.0- PRO,). NO. • 1269 FILE NO, • 1269_,C-3.3.dwg 1. INLET CFS ASSUMES WATER PONDING 6" DEEP AND IS INTERPOLATED FROM MFG LITERATURE. 2. INCLUDES CURB BOX. ISSUE DATE • 05/18/06 3. ALTERNATE BRANDS MAY BE SUBSTITUTED UPON ENGINEERS APPROVAL r' ,-9• PLOT SCALE • 111 t 6r r-� 5,,0» + " 4 " r- "y xym^ d'• ". �P !.9" 5'- ,• r•tr" tl'- 4 r•9" r-7• It' -2' 40" r•O" 6•-0Y T-2• r -a" 54" r•s" & S" - -•Y ' T1'- r-6' 54" r: y, -S, 2• -Tr .t« 7.-A„ a+i" 2'•m Y•tr . s•-3^ tr-r -D• O" •6" 5' S'•3• -y- - .a•-0' -w- PAYLIVE rN �PAY NOTES= PPC LVNIOMSp�kltJ" ONp�PLAA4S ME 001 IM M1 SEC £CTs H Nr*AG1 Rr TO U5C THE ALTERIMTE DCSOM SKPMrr ON - THE RtrCF17,�E f THS MALL BE MEMM M BY THE OiT'ERENC: SLOPE DETAIL $PECIiiGllTtM{ .. FLARED END -SECTION FOR 12"-150" CONCRETE PIPE CULVERTS 302 Vrfril Ot7mir QMT `pF TPA#&04TAM" ,92.01 R -2560 -EA FRAME + GRATE LOCATE ON DOWNSTREAM -~I2.0' SIDE OF OUTLET CONTROL BAFFLE TOP IVEiR=540.20 115" OVERFLOW r. OUTLET CONTROL BAFFLE 3/16 STL PLATE FASTEN TO MH W/ 2" WIDE x6" LONG ANGLE W/ 1/2"x3" SS BOLTS W/ ANCHORS 3 EA. SIDE 24" FROM C13-48 N I FIRST FLUSH ORIFICE FOR 12" OUTFLOW PiPE TO FLOW TO WATER QUAL#1Y WATER QUALITY STRUCTURE STRUCTURE - 3" D RETAIL SITE OUTLET CONTROL MANHOLE SECTION A -A SCALE: NTS R -2560 -EA FRAME + GRATE LCOCATE ON DOWNSTREAM SIDE OF OUTLET CONTROL BAFFLE RUBBER COATED STEPS, CLOW NO. F-3650 OR APPROVED EQUAL OUJTLET CONTROL BAFFLE 3//16 STL PLATE FASTEN TCO MH W/ 2" WIDE x6" LODNG ANGLE W/ 1/2"0" SS I BOLTS W/ ANCHORS 3 EA. SIDE TO CI -21 JB -50 2.0'1- 48" r - OUTLET CONTROL MANHOLE SECTION A -A SCALE: NTS 1r _ -1DPE PIPE (Q--22 'TL PLATE OVER PENING W/ 5" SECURE PLATE _L W/ 4-1/2" x THREADED BOLTS CHORS CURB INLET CATCH BASIN CI -21 WATER QUALITY DIVERSION DETAIL SCALE: NTS SSTM--03 SCALE: NTS SSTM-04 DIVERSION/OVERFLOW WEIR -1/4" STL PLATE BOLTED TO W/2 -x6" ANGLE AND 1/2"x3" SS BOLTS W/ ANCHORS 2 EA. SiDE OUTLET PIPE TO HW -25 48'" DIA. JUNCTION BOX (AS REQ. BASED UPON RECTANGULAR OR CIRCULAR STRUCTURE) ELIEV 542.00 (OTVERFLOW SPILLWAY) PRECAST CONC BASIN ASTM C--"789 (RECTANG 8.1" DIA. ORIFICE IN THE BAFFLE ELE-V 539.20 SECTION B -B RETAIL SITE OUTLET CONTROL MANHOLE DETAIL SCALE: NTS J13-50 HWL-541.1 T-;542,4 72`" DIA. JUNCTION SOX (AS REQ. BASED UPON RECTANGULAR OR CIRCULAR STRUCTURE) ELEV 540.40 (OVERFLOW SPILLWAY) PRECAST CONC BASIN ASTM C-478 (ROUND) ASTM C-789 (RECTAN, 6.9" DIA. ORIFICE ELEV 535.10 WALGREENS SITE OUTLET CONTROL MANHOLE DETAIL SCALE: NTS JB -20 SECTION A -A D ETAI L CI -21 WATER QUALITY DIVERSION SITE/GRADING CD223 REV B/9/99 W WSWWS WSSSS LOSS WSWSWW--------------S ------- ------------- EXCAVATION AND GRADING NOTES G E N E R A L THE REQUIREMENTS USTED BELOW ARE INTENDED TO SERVE AS AN OUTLINE OF GENERAL REQUIREMENTS. ADDITIONAL REQUIREMENTS MAY BE SET FORTH IN THE PROJECT MANUAL CONTRACTOR 19 CAUTIONED TO CONSIDER ALL REQUIREMENTS OF THE PROJECT MANUAL DURING THE BIDDING PROCESS. C L E A R I N G COMPLY WITH LOCAL AND STATE ORDINANCES REGARDING DISPOSAL OF DEBRIS. DO NOT BURN DEBRIS ON SITE WITHOUT SPECIFIC WRITTEN APPROVAL OF BOTH ASG, INC. - ARCHITECTS AND ENGINEERS AND LOCAL AUTHORITY. CLEAR AND GRUB FOR NEW CONSTRUCTION AS REQUIRED. E X C A V A T 1 0 N P R E P A R A T 1 0 N VERIFY LOCATION OF EXISTING ON-SITE LILIES. PROTECT AND MAINTAIN EXISTING UTILITIES AS REQUIRED. ESTABUSH AND VERIFY EXISTING LINES, GRADE AND DIMENSIONS SHOWN ON THE DRAWING, REPORT ANY ERRORS OR INCONSISTENCIES TO THE ASG, INC. - ARCHRECTS AND ENGINEERS BEFORE COMMENCEMENT OF WORK. T E M P O R A R Y D I V E R S 1 0 N S W A L E S TEMPORARY DIVERSION SWALES SHALL BE CONSTRUCTED PRIOR TO STRIPPING OR ANY OTHER GRADING ACTIVITY, ALSO, TEMPORARY SEDIMENT TRAPS AND/OR PERMANENT DETENTION BASINS SHALL BE CONSTRUCTED PRIOR TO STRIPPING OR OTHER GRADING ACTIVITY. S E D IM E N T C 0 N T R 0 L PERMANENT AND TEMPORARY DIVERSION SWALIES SHALL BE CONSTRUCTED PRIOR TO STRIPPING OR ANY OTHER GRADING ACiMTY. ALSO, PERMANENT STORM DETENTION BASINS AND TEMPORARY SEDIMENT TRAPS WHERE CALLED FOR SHALL BE CONSTRUCTED PRIOR TO STRIPPING OR OTHER GRADING ACTIVITY. EXISTING TOPO ACCURACY DW CONTOURS SHOWN ARE INTENDED TO FORM A GENERA, DESCRIPTION OF SURFACE GROUND ELEVATIONS, TOPOGRAPHIC INFORMATION SHOWN HEREIN SHALL BE CONSIDERED TO HAVE NOT MORE THAN THE FOLLOWING PLUS OR MINUS LIMITS OF ACCURACY.,0.10 FEET AT BENCHMARKS, 0.25 FEET AT SPOT GRADES, 1.0 FEET AT CONTOUR LINES. CONTRACTOR IS CAUTKiNED THAT STRAIGHT UNE INTERPOLATION BETWEEN CONTOURS MAY NOT EXACTLY REFLECT EXISTING CONDITIONS, AREAS OF RELATIVELY QUICK CHANCES IN CONTOURS SHOULD NOT BE ALLOWED TO UNDULY INFLUENCE INTERPRETATION OF CONTOURS. REPORT ANY ERRORS OR INCONSISTENCIES TO THE ASG, INC. - ARCHITECTS AND ENGINEERS BEfORE COMMENCEMENT OF WORK, ANY ERROR NOT SO REPORTED CANNOT BE CONSIDERED FOR ADJUSTMENT IN CONTRACT• PRICE. STRIPPING do SPREADING TOPSOIL TOPSOIL SHALL BE STRIPPED AND TEMPORARILY STOCK PILO FOR LATER REUSE. IF NO STOCK PILE AREA IS NOTED ON GRADING PLAN, STOCK PILE SHALL BE IN SUCH PLACE TO PROVIDE FOR READY ACCESS TO NECESSARY AREAS OF SiTE BY OTHER TRADES THROUGHOUT PROGRESS OF WORK. PARTICULAR ATTENTION SHAD_ BE PAID TO FINELY TEXTURED TOPSOIL THAT WILL BE REUSED BY LANDSCAPE CONTRACTOR. GENERAL TOPSOIL RESPREADING WILL BE BY GRADING CONTRACTOR TO A MINIMUM DEP14 OF 6' AT ANY POINT EXCEPT ON SLOPE OF 2-1/2 TO 1 OR STEEPER WHERE TOPSOIL DEPTH SHALL BE 2' MiN. AT ANY POINT NOT RECEIVING SOD. PROOF- ROLLI NG ALL AREAS TO RECEIVE NEW STRUCTURAL FILL OR OTHER NEW CONSTRUCTION SHALL BE PROOF ROLLED WITH A 10,0004 ,VIBRATORY DRUM ROLLER IN PRESENCE OF SOILS TESTING AGENT BEFORE COMMENCING ANY CONSTRUCTION ACTIVITY. ALL AREAS TO BE COMPACTED SHAD. RECEIVE 8 PASSES WiTHCOMPACTION ROLLER. SOIL ENGINEER SHALL NOTIFY ASG, INC. - ARCHITECiS AND ENGINEERS THAT ALL AREAS HAVE PASSED PROOF ROLL INSPECTION PRIOR TO COMMENCEMENT CUT do FILL OF GRADING. DO NOT COMMENCE GRADING PRIOR TO SUCH NOTIFICATION. U N 01 E R C U T- B A C K F I L L UNDERCUT SHALL MEAN EXCAVATION OR OTHER REMOVAL OF UNSUITABLE MATERIAL BELOW ELEVATION OF PROPOSED RNAL SUBGRADE. IN NO CASE SHALL THE TERM UNDERCUT BE USED TO DESCRIBE MATERIAL OCCURRING ABOVE FlNAL SUBGRADE ELEVATION. EXTENT OF UNDERCUT OF UNSUITABLE MATERIALS, IF ANY MUST BE RECOMMENDED BY THE SOL ENGINEER FOR THE OWNER'S APPROVAL. SOIL ENGINEER SHALL NOT HAVE UNILATERAL AUTHORITY TO DIRECT UNDERCUT ACTIVITIES WITHOUT APPROVAL. OF THE OWNER'S REPRESENTATIVE. SOIL ENGINEER'S WRITTEN FIELD NOTES WiLL BE REQUIRED TO SUBSTANTIATE AMOUNTS OF UNDERCUT. BACKFILL SHALL BE OF APPROVED MATERIAL ONLY, MONEY FOR REQUIRED TESTING SHAM. BE INCLUDED IN QUOTED PRICES CONCERNING UNDERCUT AND BACKFILL, WHERE TERMS OF BIDDING CALL FOR AN UNCLASSIFIED CONTRACT NO PAYMENTS FOR UNDERCUT/BACKFILL WILL BE CONSIDERED, SUCH QUOTES SHALL BE INCLUDED IN THE CONTRACTOR'S BASE BID. UNDERCUT do BACKFILL SHALL NOT CONSTITUTE AN EXTRA TO THE CONTRACT IN UNCLASSIFIED CONTRACTS, S T R U C T U R A L F I L L STRUCTURAL FILL SHALL BE COMPACTED AS SPECIFIED IN EXCAVATION AND GRADING SCHEDULE WITHIN 4•/- 2X OF OPTIMUM MOISTURE CONTENT, OFF SITE BORROW AREAS SHALL BE APPROVED BY THE ASG. INC. - ARCHITECTS AND ENGINEERS. PLACE FILL AND BACKFILL IN LAYERS AS SPECIFIED IN EXCAVATION AND GRADING NOTES, USE NO DELETERIOUS MATERIAL, ORGANIC. OR ROCK LARGER THAN 6'. IN-SITU SOILS MAY REQUIRE ADDITIONAL WATER OR MAY REQUIRE ADDITIONAL DRYING TO REACH OPTIMUM MOISTURE CONTENT FOR COMPACTION. G R A D I N G T O L E R A N C E GRADING CONTRACTOR SHAD- BRING SUBGRADE TO WITHIN AN AVERAGE OF 1/10 OF ONE FOOT OF REQUIRED ELEVATION TO OBTAIN FINISHED GRADE INDICATED ON DRAWINGS EXCEPT AT LOCATIONS WHERE SPCT ELEVATIONS ARE SHOWN AND WHERE FLOOR ELEVATIONS ARE SHOWN WHICH SHALL. 13E WITHIN 1/10 OF 1 FOOT OF REQUIRED ELEVATIONS. FINAL SUBGRADE SWILL BE SPOT CHECKED BY A LICENSEDSURVEYOR WITH NOT LESS THAN 1 SHOT PER 1.5 ACRES AND AT EACH FINISHED FLOOR ELEVATION AND A DRAWING PREPARED AND FORWARDED TO ASG. INC. - ARCHITECTS AND ENGINEERS FOR APPROVAL PRIOR TO COMMENCING FINE GRADE OR PAVING OR BUILDING CONSTRUCTION. CONTRACTOR SHAD. BE RESPONSIBLE FOR MINOR ADJUSTMENTS IN GRADES AS DIRECTED BY THE ASO, INC. - ARCHITECTS AND ENGINEERS. SUCH CHANGES SHALL. BE UMREO TO 1500 CUBIC YARDS TOTAL, NO ADDITIONAL COST WiLL BE ALLOWED FOR THIS WORK, T E S T I N G CONTRACTOR SHALL INCLUDE PRICE OF ALL REQUIRED TESTING AS SET FORTH HEREIN TO BE PREFORMED BY AN INDEPENDENT QUALIFIED GEOTECHNICAL TESTING AGENT SUITABLE TO THE ASG, INC. - ARCHITECTS AND ENGINEERS. TEST REPORTS MUST USE GRAPHIC LOCATION MAP AT 1' W 200' SCALE FOR LOCATION OF DENSITY TESTS. ORIGINAL COPIES OF ALL TESTS SHALL BE FORWARDED DIRECTLY TO ASG, INC. - ARCHITECTS AND ENGINEERS FROM TESTING AGENT ALL TESTS SHALL SPECIFICALLY STATE THAT THE TEST EfTHER-PASSES OR FAILS TO MEET SPECIFICATIONS. CONTRACTOR SHALL INCLUDE iN HIS BASE BID 10 (TEN) SOIL COMPACTION TEST'S AFTER COMPLETION OF THE WORK, LOCATED PER ASG, INC. - ARCHITECTS AND ENGINEERS, S U B S U R F A C E I N V E S T I G A T 1 0 N COPIES OF THE OWNER'S SUBSURFACE INVESTIGATION ARE AVAILABLE TO BIDDERS UPON REQUEST. SUCH INFORMATION IS PROVIDED ONLY FOR THE BIDDERS CONVENIENCE. NO WARRANTIES ARE MADE OR IMPLIED CONCERNING ACCURACY OR EXTENT OF SUBSURFACE ROCK OR OTHER CONCEALED CONDITIONS. ANY ADDITIONAL INFORMATION REQUIRED FOR PROPER ESTIMATING SHALL BE OBTAINED BY THE BIDDER. NO GUARANTEES ARE GIVEN OR 1MPUED AS TO SUITABILJTY OF EXISTING SUBSURFACE MATERIAL FOR REUSE AS STRUCTURAL. FILL. SOIL BORING LOCATIONS, SHOWN IN SOILS REPORT, ARE APPROXIMATE LOCATIONS ONLY, AND ACTUAL LOCATIONS MAY k!AIRY WDELY. CONTRA^7015t SHALL MAKE ON-SRE FIELD INSPECTION TO DETERMINE EXACT LOCATIONS OF BORING FOR BiDDING PUT+'POSE_.. BORING NUMBERS ARE KEYED TO SOIL REPORT. W A T E R C 0 NT R 0 L THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO KEEP THE WORK FREE OF WATER ETTHE7R FROM SURFACE SOURCES OR FROM UNDERGROUND SOURCES OR BOTH, SELECTION OF EQUIPMENT AND METHODS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE AND IS RESPONSIBLE FOR ALL DAMAGE INCURRED IN HMDLING WATER CONDITIONS. ADDITIONALLY, THE CONTRACTOR SHALL PROVIDE MEANS NECESSARY TO AVOiD DIRECT RUN-OFF FROM THIS PROJECT ONTO ADJACENT PROPERTY. GRASSING dt SODDING GRASSING AND MULCHING OF ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE THE RESPONSIBILITY OF THE GRADING CONTRACTOR UNLESS NOTED OTHERWISE HARDENED SOIL SHALL BE LOOSENED TO A DEPTH OF 6' AND TOPSOIL RESPREAD AS NOTED BEFORE SEEDING. SODDING OF RETENTION BASIN AREAS IF NOTED ON DETAILS SHALL BE THE RESPONSIBILITY OF THE GRADING CONTRACTOR. GRADING CONTRACTOR SHALL i. ACT TO KEEP ALL INSTALLED SOD AREAS MOIST AS REQUIRED TO PROMOTE ROOTING OF SOD UNTIL STABLE GROWTH IS MAINTAINED. TYPE OF SOD USED SHALL BE CONSISTENT WITH TYPE OF SOIL EXISTING AT SITE. GRASS AND SODDING SHALL BE AS SPECIFIED ON THE DRAWINGS. E R 0 S 1 0 N C 0 N T R 0 L EXPOSE MINIMUM AMOUNT OF SUBGRADE POSSIBLE AT ONE TIME TO ALLOW FOR EFFICIENT PROCEEDING OF THE WORK. GRASSING AND OTHER EROSION CONTROL MEANS SHAD- BE EMPLOYED, MAINTAINED AND RECONSTRUCTED AS REQUIRED IF DESTROYED BY EROSION. SEDIMENT DEPOSITED ON STREETS BY CONSTRUCTION ACTIVITIES SHALL BE CLEANED -UP IMMEDIATELY. GRASSING OF SWAIM SHALL BE PERFORMED AS SOON AS ROUGH GRADING IS DONE. GRASSING AND/OR SODDING AS APPLICABLE OF STORM WATER BASIN MUST BE PERFORMED AT LEAST 45 DAYS PRIOR TO BASIN BEING PLACED IN SERVICE TO ALLOW TiME FOR ROOTING TO TAKE PLACE. GRASSING OF OTHER AREAS SHALL BE PERFORMED AS SOON AS FINE GRADING IS COMPLETED. IN ALL CASES GRASSING SHALL BE PERFORMED TWO MONTHS PRIOR TO COMPLETION. TEMPORARY SEDIMENT TRAPS, TEMP. DIVERSION SWALES, AND TEMP. SEDIMENT FENCES SHALL BE CONSTRUCTED ANP/OR INSTALLED PRIOR TO STRIPPING OF TOPSOIL PERMANENT AND/OR TEMPORARY STORM WATER DEfENTON BASINS SHALL. BE CONSTRUCTED DURING INITIAL PHASE OF CONSTRUCTION. EROSION CONTROL FABRIC SHALL. BE INSTAt.iF-D USING A MINIMUM OF TOP SOIL ON SLOPES STEEPER THAN 3:1. NOMINAL TOP SOIL DEPTH SHALL BE TWO INCHES AT SUCH EMBANKMENT, EROSION CONTROL FABRIC SHALL BE INSTALLED OVER THE SOIL GRASS SHAD. BE SOWN THROUGH EROSION CONTROL FABRIC, EROSION CONTROL FABRIC SHALL BE NORTH AMERICAN GREEN SC -150 OR EQUAL - PROVIDE AND MAINTAIN INLET PROTECTION AROUND CATCH BASINS AND INLET HEADWALLS TO PREVENT SILTATION THROUGHOUT CONSTRUCTION. PROVIDE AND MAINTAIN CHECK DAMS IN NEWLY CONSTRUCTED TEMPORARY AND PERMANENT DIVERSION SWAL.ES TO SLOW RUNOFF VELOCITIES TO PREVENT EROSION. RE -TOPSOIL OR REWORK TOPSOIL AND RESEED IN AREAS THAT EXPERIENCE EROSION THROUGHOUT CONSTRUCTION. DO NOT REMOVE EROSION CONTROL MEASURES UNTIL ENTRE SITE iS STASLIZED, S A F E T Y S C R E E N S SAFETY SCREENS HAVING A MAXIMUM OPENING OF 4" SHAD. BE PROVIDED FOR ANY PIPE OR OPENING TO PREVENT CHILDREN OR LARGE ANIMALS FROM CRAWLING INTO THE STRUCTURES. SCREENS SHALL BE WELDED 3/8' BARS 0 8" O.C. EACH WAY. P E R M I T S CONTRACTOR SHALL PAY ALL GRADING PERMIT FEES AND POST GRADING BOND, IF REQUIRED. --------- =­­_-----oanom ars�xa Rrs e,�=cara�ncnr�_caxsaaavv�ee..sma�Fo�ra r.�orsr-s�aear�cu� CATCH BAST N G RATE SCHEDULE CD145 OPEN AREA WEIGHT GATE NOMINAL TYPE MANUFACTURER MODEL NUMBER (SO. FT.) (LBS.) DIM INCHES APPLICATION CFS NOTE 1 NEENAH R-1648 0.0 320 24' OIA SOLID UD 0,0 JUNCTION BOO X » BEEHIVE 0 YARD 3 7 Ox No. 032001 JA, viiA it NAL 1� it *04404 REFERENCED DRAWINGS +,a ; it � ch O rp N 235 04 ,r44 ^U M Qi CTI" qb 09/25,%06 it cj 3 NEENAH R-1878-A9G 2.5 765 30"x30" HEAVY DUTY GRATE 0 PVMT CB to 0 1 C REVISED PER COUNT( COMMENTS !�1 NEENAH R-1878 A-100 3.0 700 36"x36 HEAP DUTY GRATE It PVMT CEI 10 2 1 08/23/06 REVISED PER COUNT( COMMENTS 5 NEENAH R -3438-A 7.0 1690 50"x50" SQUARE GUTTER INLET GRATE, 19.4 1 6 2 z .. a� 2.1 290 s� CURB INLET, SINGLE 4.8 1. 2, 4 Ox No. 032001 JA, viiA it NAL 1� it *04404 REFERENCED DRAWINGS 01 02 R -2560 -EA 03 235 04 CB 2 NEENAH R -2560 -EA 1.2 235 24 DiA CB 09/25,%06 3 NEENAH R-1878-A9G 2.5 765 30"x30" HEAVY DUTY GRATE 0 PVMT CB 8,5 1 C REVISED PER COUNT( COMMENTS 4 NEENAH R-1878 A-100 3.0 700 36"x36 HEAP DUTY GRATE It PVMT CEI 10 2 1 08/23/06 REVISED PER COUNT( COMMENTS 5 NEENAH R -3438-A 7.0 1690 50"x50" SQUARE GUTTER INLET GRATE, 19.4 1 6 NEENAH R-3295 2.1 290 35j" x 17j" CURB INLET, SINGLE 4.8 1. 2, 4 7 NEENAH R-3295-2 4.2 580 74' x 171j" CURB INLET, DOUBLE 9.5 1, 2, 4 _-- PRO,). NO. • 1269 FILE NO, • 1269_,C-3.3.dwg 1. INLET CFS ASSUMES WATER PONDING 6" DEEP AND IS INTERPOLATED FROM MFG LITERATURE. 2. INCLUDES CURB BOX. ISSUE DATE • 05/18/06 3. ALTERNATE BRANDS MAY BE SUBSTITUTED UPON ENGINEERS APPROVAL 4. USE TYPE L GRATE IN SAGS. PLOT SCALE • 111 !Site Grading Details Sheet 11 of 23 %IEET W. 12/01/06 REVISED PER COUNTY COMMENTS � 550 TO WALGRE£N'S 8" SAN. SEWER INV. 538.5 CS 53{ 521 DATU3!I�Y 1515.00 32 L.F. 15" DATUJI 5206 0+OuITuu 0+00 STORM SEWER LINE A STORM SEWER LINE G DATUM A7 525.00 r n ?C4) cV LI 1L� ;izz 8" SAN, INV. 53 STORM SEWER LINE B STORM SEWR LINE Fi O N M LO 550 a I c. 5 49 L.F. 15" HDI 00.6 2 L.F. 5M.00 U) i 0' ri +to1 w az 0 " HDP£ 02.5% O) 4 •i' Ip 0+ 560 It L 550 STORM SEWER LINE C 28 LF. 24" HDPE- 09.29% DPE09.29% 530 0+00 ti �\ Q Cii p t7x O Q u') 'x o sa go ::) 4 to 1, E` re) o+ O + �- (0 0 x 00 C o `a�� ` �z o i7¢�� 1 �> _..__ l 0n +. i f C) z Z3 1n 5E2� f W C*4 u) c 93 LF " 5 HDPE --_ www UyFzz �� v�W ac 10 L.F. 15" HDP£ 0 14.0% CC) to 7d- tf3 '6 d ti 14? d Q0 rr t() N f) 90 LF. 15"HD E® W) -F. 15" HDP 0-85-- 40 LF. 15" HDP vcs 00.50 a 8" SAN. SEWS INV. 536.9 _._.......__-...__._..... ___ -- _—_ —­SA 6* SAN. SEVYE ~u INV. 537.7 24 L.F. 15" HDP 4.58% CONCRETE SUPPORT (CS) FOR STOR SEWER WHEN CROSSING SANITARY SEWS PIPES OR ATER LINES. 2'(L)x1'(W) TO BOTTOM OF SANITARY SEWER (TYPO u) a r as r. d ri t") p p F) tc) Lr RC1 0+OuITuu 0+00 STORM SEWER LINE A STORM SEWER LINE G DATUM A7 525.00 r n ?C4) cV LI 1L� ;izz 8" SAN, INV. 53 STORM SEWER LINE B STORM SEWR LINE Fi O N M LO 550 a I c. 5 49 L.F. 15" HDI 00.6 2 L.F. 5M.00 U) i 0' ri +to1 w az 0 " HDP£ 02.5% O) 4 •i' Ip 0+ 560 It L 550 STORM SEWER LINE C 28 LF. 24" HDPE- 09.29% DPE09.29% 530 0+00 O+au STORM SEWER LINE J LTVV STORM SEWER LINE D 78 LF 8" SAN. INV. 532. DAT VN M 525.00 ern P) 1n cr z 0+00 STORM SEWER LINE K 54,0y----- � -..� 54 24 L.F. 15" HDP 01.0% DATUM ELEY DA77iM ALEY 590.00 590.00 rr• • 11 STORM SEWER LINE E 93 L. F. 15' 6" WATER 40 L.F. 15' DATUV E 525.06 0+00 1+00 STORM SEWER LINE F 0 �z 0+00 1+00 STORM SEWER LINE L 06/27/07 F REVISIONS PER ACSA COMMENTS A12/01/06 REVISED PER COUNTY COMMENTS A 09/29/06 D \ REVISED PER COUNTY COMMENTS Q08/23/06 REVISED PER COUNTY COMMENTS SCALE HORIZONTAL: 1 "-50' VERTICAL: 1"=5' 'x 0 go ::) 4 to 1, E` re) O + `a o (0 0 x + I �z Iaid 1 �> _..__ l i f I I f 93 LF 0054%. 5" HDPE 93 LF " 5 HDPE --_ ® 0 549; 7 i. F. 0 0.57q DPE 10 L.F. 15" HDP£ 0 14.0% CC) to 7d- tf3 '6 d t6 e 14? d Q0 rr t() N f) u rn W) O+au STORM SEWER LINE J LTVV STORM SEWER LINE D 78 LF 8" SAN. INV. 532. DAT VN M 525.00 ern P) 1n cr z 0+00 STORM SEWER LINE K 54,0y----- � -..� 54 24 L.F. 15" HDP 01.0% DATUM ELEY DA77iM ALEY 590.00 590.00 rr• • 11 STORM SEWER LINE E 93 L. F. 15' 6" WATER 40 L.F. 15' DATUV E 525.06 0+00 1+00 STORM SEWER LINE F 0 �z 0+00 1+00 STORM SEWER LINE L 06/27/07 F REVISIONS PER ACSA COMMENTS A12/01/06 REVISED PER COUNTY COMMENTS A 09/29/06 D \ REVISED PER COUNTY COMMENTS Q08/23/06 REVISED PER COUNTY COMMENTS SCALE HORIZONTAL: 1 "-50' VERTICAL: 1"=5' -� d ap.. V � c) c� w a p tCS LJ . ,...� 0-03 Lij -#z0 © D REFERENCED DRAWINGS 01 1269_exisf.dwg 02 1269—base.dwg 03 04 08/18/06 REVISED PER COUNTY COMMENTS A 05/14,/06 REVISED PER COUNTY COMMENTS I[Mn w. NO. • 11269 LE ++0. + 11269-C-3.0 UE DATE•02/23/06 OT SUE 11:1 Storm. Sewer Profiles Sheet 12 of 23 y 1� C-3.6 flo")Eao to��1 -� d ap.. V � c) c� w a p tCS LJ . ,...� 0-03 Lij -#z0 © D REFERENCED DRAWINGS 01 1269_exisf.dwg 02 1269—base.dwg 03 04 08/18/06 REVISED PER COUNTY COMMENTS A 05/14,/06 REVISED PER COUNTY COMMENTS I[Mn w. NO. • 11269 LE ++0. + 11269-C-3.0 UE DATE•02/23/06 OT SUE 11:1 Storm. Sewer Profiles Sheet 12 of 23 y 1� C-3.6 531 / : qx ..2i / / 551 544 100 O U) K) LO 04 U)jr M!� az 0+00 1+00 STORM SEWER LINE M 1 10 LF. 15" 01 SOUTH : AST DITH (OUTFLON DITCH) 1+00 1+00 I 0+00 1+00 STORM SEWED. LINE N 5: 54 0+00 1+00 NORTH EAST DITCH (PROFIT ROAD ROW) PY 54 100 v / l / 0+00 1+00 STORM SEWER LINE P 54 M 100 0+00 1+00 NORTH WEST DITCH (US 29) 2+00 SCALE HORIZONTAL: 1"-50' VERTICAL: 1"-5' PROD. NO. ■ 1269 FILE NO. * 1269_,0-3.0 ISSUE DATE • 109/29/06 Pa SCALE • 1:1 Storm Sewer Profiles Sheet 13 of 23 I C-3.7 rA cirw0 zfa0� NQ,fLa O ay� IO j Q'Ox pY C�x 0 p to S W o ca v U � � Wp �, m �¢���o� _ -M z3z�$a M " 2Ha.M PROD. NO. ■ 1269 FILE NO. * 1269_,0-3.0 ISSUE DATE • 109/29/06 Pa SCALE • 1:1 Storm Sewer Profiles Sheet 13 of 23 I C-3.7 WW�, cirw0 zfa0� NQ,fLa C1a a ay� IO j Q'Ox pY C�x tiig W cc to S W o ca me �¢���o� _ -M z3z�$a M 2Ha.M PROD. NO. ■ 1269 FILE NO. * 1269_,0-3.0 ISSUE DATE • 109/29/06 Pa SCALE • 1:1 Storm Sewer Profiles Sheet 13 of 23 I C-3.7 57-91 RTE 649 PROFF/7' RD SITE `TD/'-TXTI A _ =Lcv*//uw0 0*0cu U w*vu 00 ` ----------------------------------_------_-_______- ACREAGE OF SITE: 1'0 ACRES \ u; LANDSCAPE ISLAND . \ ----__--_ MAXIMUM HBGHTOFSTRUCTURE: 16 ----------------------- wcT NO LEFT Tunw �ow r~� GUARDRAIL . . ------------------------------------------------- �81 ^ ~~~~ pw PAVEMENT MARKINGS ~�~~ ~~~� ~~=° ~~~~ ---------------------------------------__-____-___-� hi -91–u cuZo/ ncv 6/22/95 TAY WAP AND PARCEL NUMBER: DEED BOOK 611, PACE 462 PARCEL ID# 03200 OO -D0 OJ7 " E ' ° ' ^ "", E En C Sun Euo L E ZONING: HIGHWAY COMMERCIAL ���'���' - �-��"," �---�` �7 KREFERENCED---------- EP EDGE OF PAVEMENT - --~�� COMMENT SPECIAL USE PERMIT REQUESTED FOR DRIVE-THRU APPROVED FOR 71 PARKING SPACES) - -' � A MAGISTERIAL DISTRICT. 3 R|VANNABOLLARD BL 1 JE)' PkRK44-ISET-BALK 1O' CONSTR\X�TKX�E��EWENT --------------------------------------------------- CG s \ -_ _R��|B�B*�6"A�d��—————--————— CONCRETE CURB AG ACREAGE OFSITE: 2.0 ACRES 'K ---_-_------------- \ 'CONCRETE SIDE WALK ACREAGE IN OPEN SPACE: 0.50 ACRES OF S |T_ACREAGE) 35' SLOPE EASEMENT ----------^~~~^~–^"^�-~'–"------ ACSA COMMENTS ACREAGE OF IMPERVIOUS1.50 AC «u-# ABOVE GRADE s|om ��pcopamw CCE ��BF��F��P^---ES'1O A�A GIVEN TIME (28 FULL–TIME 12 PART-lJ�E) ` --- ____________----------------------- _�4XV�7M HEIGHT OF STRUCTURE: �«��AX|WVM ABOVE GRADE HANDICAP SIGN TYP E PHS - SURVEY0R' MILLER SURVEYING, LLC SURVEYOR AF /*x m*r AND � , PARCEL DEED BOOK 511 --- ----05,%) - \ ---------------------- ------------__--___--_______ . cL ' ' ~~ 121 SOUTH MAIN STREETm ��'--��U p�0E 4O2 PARCEL' u-uu- .'� \ *« ` --- ______________________ HANDICAP RAMP REF BLDG uWoS REVISED PER QREENEmLL[. TN 37743 ZONING: HIGHWAY COMMERCIAL \ HS PAINTED HANDICAP ------------------------- BOL (42J)787-7878 VDOT COMMENTS MAGISTERIAL DISTRICT: 30VANNA \ __---__-__---_-_--_____-----______________________ 72' ` 0 ALBEMARLE COUNTY, VA` TPS TYPICAL PERIMETER S|DEwmu< U U =Lcv*//uw0 0*0cu U w*vu 00 ` ----------------------------------_------_-_______- ACREAGE OF SITE: 1'0 ACRES \ u; LANDSCAPE ISLAND . \ ----__--_ MAXIMUM HBGHTOFSTRUCTURE: 16 ----------------------- wcT NO LEFT Tunw �ow r~� GUARDRAIL . . ------------------------------------------------- �81 ^ ~~~~ pw PAVEMENT MARKINGS ~�~~ ~~~� ~~=° ~~~~ ---------------------------------------__-____-___-� 44 � � = � = cp iU1 | / hi -91–u -1011r] 44 � � = � = cp iU1 | / EN 18"CG== EP EDGE OF PAVEMENT LLJ Ld A 1 JE)' PkRK44-ISET-BALK CG AG REVISIONS PER 21 1 ACSA COMMENTS CCE CM CONCRETE MONUMENT MARKER U/ EM12/01/06/ AF / Vc . cL a. REVISED PER Cm CONCRETE MONUMENT MARKER 15' VDOT COMMENTS 20' 6' 72' 14' 0 / 4^ SSW- -/ SIDEWALK CC AGREEMENT, EXISTING ENTRANCE To MERCER x«vPE/ A - 11/08/06 PD POINT OF BEGINNING WILL BE CLOSED AND THIS RIGHT IN ENTRANCE xEvmEu PER \ U PL PROPERTY LINE U–BE USED BY BOTH PARCEL 5' CONCRETE VDOT COMMENTS LP LIGHT POLE UP UTILITY LIGHT -- ���-�=�a 'R 0 / » � V k �E UTILITY LIGHT EXISTING -^ " "Z���2 � -^ xv \ SIGN POLE 91 HDP� '�' ms »cIGw ,oLc cuonwo F�) �� � ^�~ | - | U Y� ��' ^�'� �� � pp fowcn poLs K U U| \K U | K/>1 | | | � U Y� l0 &- �� U \CG 18 � ` 08/06/07 BEGIN CG -6 3'R P.C. COMMENTS END 18" C REVISED PER �IV PARk-it'if, FREE STANDING . �1. 91 GD co I _________- SEMINOLE TRAIL (U.S. ROUTE 29)------------------------------------------- 201 0 20 ' REFERENCED DRAWINGS 01 1269–exist.dwg 02 1269–base.dwg 03 04 EN 18"CG== A 1 JE)' PkRK44-ISET-BALK CG AG REVISIONS PER 21 1 ACSA COMMENTS CCE EM12/01/06/ AF / Vc . REVISED PER VDOT COMMENTS 5' CONCRETE / 4^ SSW- -/ SIDEWALK CC AGREEMENT, EXISTING ENTRANCE To MERCER x«vPE/ A - 11/08/06 WILL BE CLOSED AND THIS RIGHT IN ENTRANCE xEvmEu PER \ U U–BE USED BY BOTH PARCEL 5' CONCRETE VDOT COMMENTS _________- SEMINOLE TRAIL (U.S. ROUTE 29)------------------------------------------- 201 0 20 ' REFERENCED DRAWINGS 01 1269–exist.dwg 02 1269–base.dwg 03 04 3/4" HOLE 6"-0" LONG PRECAST 3000 PSI CONC WHEEL STOP. REINF TO ACI STANDARDS 1" DRAINAGE VOID FIN GRADE 18" LONG x 3/4" MILD STL PIN w/20QTR.POINTS, SINK INTO PAVEMENT APPROX 12' NOTE: USE 6' LONG U.N.O WHERE PC WHEEL STOPS ARE CALLED FOR WHEEL STOP SCALE: NTS SPAV-08 T* "IN" br corwrew CA iM 001" of Thr o wmtw Tt" curb is fob• "W%vtun des4n sped Is 40 NPN or Ins on Rurof Norway$ and 45 MPH or ku In dewtopW urban rAwbw oreor. Noir: Coo* axb a v tq havN a radhrs of 3wor we$ (obrq four of curb) shoo be paid for as rMW coo+binatfon dub gutter. This i** "M be precast or Bolt In place. Caws% to be Close A3 If aael to pion. 4000 PSI If precort. COMBINATION 6" CURB a GUTTER VIRGINIA DEPARTMENT I( '102 TRANSPORTATION 20103 NOTE: CONTRACTOR SHALL FIELD VERIFY THE THICKNESS OF THE EXISTING PAVEMENT AND MATCH EXISTING . THIS DETAIL IS INDICATIVE OF THE MATERIALS THAT WILL BE REQUIRED. 2.0 .0' DATION 6" CURB & Z S/SY(1.5")ASPHALT D 3S/SY(2.0")ASPHALT ? A 75.0 ASPHALT BASE 0 .c., o M]NERAL AGGREGRATE BASE COURSE . •;. ... ,', . ., � � ! III 8 COMBINED CURB & GUTTER 18"CG 1 1 /2" = 1'-0" KEYED NOTES NQTE. ALL CURBS TO HAVE (1 N/A 1/4" EXPANSION JOINTS AT MAXIMUM 10D FEET PREPARED SUB -GRADE. WITH DOWELS AND CONTROL JOINTS AT PAVEMENT, MAX. 20 FEET, 2% AT SAGS OR MATCH PAVEMENT SLOPE Lu I I i :ally f.�d.. , :. 4, y ; • 560 uj Lj 550 540 530 DATUAf ELEV bw'Se 00 o> i KEYED NOTES . ••.••: 'r �,:. " •, � s d tet. SIGN. cV � a,• ' :_ W �� i I ,III (TRUCK TRAFFIC) r<i SECTION I= G)"AEMENT 12"0 CONCRETE = 1' 0" V .yJ Q 0 NOTE: 1 1/2" WEARING SURFACE OVER THIS PAVEMENT SECTION DETAIL TACK COAT. REFLECTS MINIMUM REQUIREMENTS. V) ENGINEER TO DETERMINE DESIGN BASED O 2" BINDER COURSE OVER PRIME ON GEO-TECHNICAL DATA OF SPECIFIC :� • • •� PROJECT AND WALGREENS DAILY TRAFFIC I i I i -- -- :�' ,�. " I I I 1 1 The boflom of tm curb and �' I I. be owsbucted PROCTOR MIN, COMPACTION). I i I E f I parWW to Ow slops of eub- I N 0 Wrfaar cowsre (Ira a -�r �t � u� in Awad mintrnwn depth of 7 Is MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST mairinlnad• T* "IN" br corwrew CA iM 001" of Thr o wmtw Tt" curb is fob• "W%vtun des4n sped Is 40 NPN or Ins on Rurof Norway$ and 45 MPH or ku In dewtopW urban rAwbw oreor. Noir: Coo* axb a v tq havN a radhrs of 3wor we$ (obrq four of curb) shoo be paid for as rMW coo+binatfon dub gutter. This i** "M be precast or Bolt In place. Caws% to be Close A3 If aael to pion. 4000 PSI If precort. COMBINATION 6" CURB a GUTTER VIRGINIA DEPARTMENT I( '102 TRANSPORTATION 20103 NOTE: CONTRACTOR SHALL FIELD VERIFY THE THICKNESS OF THE EXISTING PAVEMENT AND MATCH EXISTING . THIS DETAIL IS INDICATIVE OF THE MATERIALS THAT WILL BE REQUIRED. 2.0 .0' DATION 6" CURB & Z S/SY(1.5")ASPHALT D 3S/SY(2.0")ASPHALT ? A 75.0 ASPHALT BASE 0 .c., o M]NERAL AGGREGRATE BASE COURSE . •;. ... ,', . ., � � ! III 8 COMBINED CURB & GUTTER 18"CG 1 1 /2" = 1'-0" KEYED NOTES NQTE. ALL CURBS TO HAVE (1 N/A 1/4" EXPANSION JOINTS AT MAXIMUM 10D FEET PREPARED SUB -GRADE. WITH DOWELS AND CONTROL JOINTS AT PAVEMENT, MAX. 20 FEET, 2% AT SAGS OR MATCH PAVEMENT SLOPE Lu I I i :ally f.�d.. , :. 4, y ; • 560 uj Lj 550 540 530 DATUAf ELEV bw'Se 00 o> i ld 4 Q _III illi 111 III III III III ill il. I I, , ,I I II ,ill, , ,l l l_, , 111 III• .III. III„ rl l It „ 7 TYPICAL PERIMETER SIDEWALK KEYED NOTES Q N/A / COMPRESSIBLE FILLER /� 1/4" TOOLED JOINT `'J (3/4 MAXIMUM). �J 4" COMPACTED CUT BACK AND 6" X 6" #10 W.W.F. AGGREGATE BASE PROVIDE SEALANT, rT PAVEMENT TYPICAL, AT ALL �J JOINTS WITH FILLER. KEYED NOTES . ••.••: 'r �,:. " •, � s d tet. SIGN. cV � a,• ' :_ W �� i I ,III (TRUCK TRAFFIC) r<i SECTION I= G)"AEMENT 12"0 CONCRETE = 1' 0" V .yJ Q 0 NOTE: 1 1/2" WEARING SURFACE OVER THIS PAVEMENT SECTION DETAIL TACK COAT. REFLECTS MINIMUM REQUIREMENTS. V) ENGINEER TO DETERMINE DESIGN BASED O 2" BINDER COURSE OVER PRIME ON GEO-TECHNICAL DATA OF SPECIFIC COAT. PROJECT AND WALGREENS DAILY TRAFFIC I i I i -- -- COMPACTED STONE (NO SLAG). I I I 1 1 WELL -DRAINED SUB -GRADE 0 I I. .Z PROCTOR MIN, COMPACTION). I i I E f I LO O N N 0 :� 1 to m �cn u7 � u� in ld 4 Q _III illi 111 III III III III ill il. I I, , ,I I II ,ill, , ,l l l_, , 111 III• .III. III„ rl l It „ 7 TYPICAL PERIMETER SIDEWALK KEYED NOTES Q N/A / COMPRESSIBLE FILLER /� 1/4" TOOLED JOINT `'J (3/4 MAXIMUM). �J 4" COMPACTED CUT BACK AND 6" X 6" #10 W.W.F. AGGREGATE BASE PROVIDE SEALANT, rT PAVEMENT TYPICAL, AT ALL �J JOINTS WITH FILLER. PLAN OF DETECTABLE WARNING SURFACE VARES PER MAN9F. 2.35" '<y 0.2"NOTA., (� :: ':•; : --�J '0.9'' ' IA,: . e 0 eV M { 2.35" (TYP.) IN 2.35" 2.35' PLAN OF "DC)ME STAMP" SECTION OF "DOME STAMP" PATTERN PATTERN IN SURFACE PATTERN IN SURFACE CURB RAMPS HAVE A MAXIMUM RISE OF 6" AND DO NOTT REQUIRE HANDRAILS. ANY RAMP WYITH GREATER THAN A 6" RISE SHALL HAVE HANDRAILS ON BOTH SIDES AND CURBED EDG3E PROTECTION ON BOTH SIDES. EDGE PROTECTION CONSISTS OF CURBS, WALLS, RAILINGS, OR PROJECTING SURFACES THAT PREVEIINT PEOPLE FROM SLIPPING OFF THE RAMP, CURB RAMPS MUST HAVE A DETECTABLE WARNING FF,.EATURE EXTENDING THE FULL WIDTH AND [DEPTH OF THE RAMP INCLUDING ANY FLARES.. THE DETECTABLE SURFACE MUST CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A WEIGHT OF NOMINAL 0.2 INCHES AND A CENTfER-TO CENTER SPACING OF NOMINAL 2.355 INCHES. THE TEXTURE OF THE DETECTABLE WARNING FEATURE MUST CONTRAST WVITH THE SURROUNDING SURFACES (EEITHER LIGHT -ON -DARK OR DARK-ON-LI(GHT). SEE ABOVE, NOTES: A CURB RAMP(S) MUST BE PROVIDED ALONG AN ACCESSILBLE PATH FROM THE PARKING LOT TO WALGREENS CURBED SIDIEWALK. A CURB RAMAP(S) MUST ALSO BE PROVIDED IN THE PARK4ING LOT AT ALL INTERMEDIATE AND PERIMETTER CURBS ALONG THE ACCESSIBLE ROUTE CONNECTING TO PUBLIC SIDEWALKS. A RAMP IS )ANY SLOPE GREATER THAN 1:20 �) AND SfHALL HAVE A MAXIMUM SLOPE OF 1:12 (8.:337.). THE MAXIMUM SLOPE IS 1" OF RISE PER FOOT OF DISTANCE TRAVELED. RILL SLOPED AREAS OF THE RAMP ARE T`0 HAVE AN INTEGRAL RED COLOR. THE CLEAR (WIDTH OF ANY RAMP IS A MINIMUM OF 36". VARIES SEE SITE PLAN 12" CLEAN TOPSOIL TO BE MOUNDED BACKFILL TO ALLOW FOR SETTLEMENT SEE PLAN FOR CURB TYPE PAVER SHALL REMOVE PAVING & BASE HERE IF ANY INSTALLED TOP LIMIT COMPACTEDD EARTH SUBGRADE CURB/GUTTER @ LANDSCAPE ISLAND SCALE: NTS SPAV-13 24" 8" 18" PAINTED STRIPE AND 0 LETTERS COLOR — TRAFFIC YELLOW PAINTED STOP SIGN SCALE: NTS SPAV-27 PAVING PER PLAN OPENING WIDTH PER PLAN EQ EQ 12" SEE DETAILS SHT. C-3.1 BLDG WALL ABOVE GRADE y HANDICAP SIGN (TYP) VARIES V) PAINTED HANDICAP SYMBOL (TYP) PAINTED PARKING STRIPES 4" WIDE --1x 'R MIN PAINTED HANDICAP SPACE SCALE: NUTS SPAV-40 CONC CURB. TIE WATERTIGHT INTO CONC SWALE STOP CURB HERE THICK PAVING EDGE Tr 12" nF;EP AT CUF":B CUT `�-- CONC SWALE OR RIP—RAP (REF. RIP—RAP SCHED) AS INDICATED ON PLAN NUMBER DENOTES CC OPENING WIDTH (cC - #) CURB CUT SCALE: NTS SPAV-10 R6" 1,—On 10" 2' -3 - NOTES: PAINT SYMBOL ON PAVING COLOR — AS REQUIRED BY CODE PAINTED HANDICAP SYMBOL SCALE: NTS SPAV -25 0) P < [FAY t in Lom GS -1 GS -2 GS -3 GS -4 GS -5 ABOVE GRADE SIGN GS N.T.S. SPAV-26 C4.1 pp SIGNS SHALL BE SIMILAR TO & MEET THE EMS SPECIFICATIONS OF LOCAL MUNICIPALITY AS REQUIRED FOR WORK IN PUBLIC RIGHTS—OF—WAY GS -6 SEE 11/C4.1 FOR BASE DETAIL SITE/PAVING CD196 REV 6-30-99 S I T E P A V I N G N 0 T E S P A V I N G E L E V A T 1 0 N T O L E RA N C E FINAL SUBGRADE SHALL BE INSPECTED BY PAVING CONTRACTOR FOR REQUIRED ELEVATION AND ADEQUATE COMPACTION BEFORE COMMENCING ANY PAVING ACTIVITY, PAVING ELEVATION SHALL NOT HAVE MORE THAN 1/4' DEVIATION IN ANY 10' INCREMENT. P A V I N G T H I C K N E S S T O L E R A N C E PAVING THICKNESS AT ANY ONE CORE SHALL NOT BE LESS THAN 90% OF SPECIFIED THICKNESS. THE AVERAGE OF ALL APPROVED TESTS MUST BE AT LEAST EQUAL TO THE SPECIFIED THICKNESS FOR EACH MATERIAL, NOT MORE THAN 20% OF ALL APPROVED TEST MAY FALL BELOW SPECIFIED MINIMUMS. ANY AREA FOUND TO BE LESS THAN SOX SPECIFIED THICKNESS SHALL BE OVERLAIN WITH ASPHALT AS DIRECTED BY ASG, INC. T E S T I N G D U R I N G P L A C E M E N T GENERAL CONTRACTOR SHALL PERFORM SEVERAL SPOT CHECKS OF PAVING BASE THICKNESS PRIO .r. KEYED NOTES . ••.••: 'r �,:. " •, � s :.� �':�` gyp', -:,.• tet. SIGN. ,` a,• ' :_ III, 111, N 1 � �� i I ,III (TRUCK TRAFFIC) (CAR TRAFFIC) SECTION DETAIL/2 G)"AEMENT 12"0 CONCRETE = 1' 0" V .yJ Q KEYED NOTES NOTE: 1 1/2" WEARING SURFACE OVER THIS PAVEMENT SECTION DETAIL TACK COAT. REFLECTS MINIMUM REQUIREMENTS. ENGINEER TO DETERMINE DESIGN BASED O 2" BINDER COURSE OVER PRIME ON GEO-TECHNICAL DATA OF SPECIFIC COAT. PROJECT AND WALGREENS DAILY TRAFFIC Q6" (MIN.) CLEAN, GRADED AND DESIGN REQUIREMENT. COMPACTED STONE (NO SLAG). tr N.`rr � WELL -DRAINED SUB -GRADE 0 (SUB -GRADE TO MODIFIED 95 .Z PROCTOR MIN, COMPACTION). THE PAVING CONTRACTOR SHALL REPAIR ALL CORING HOLES BY FILLING 3" BINDER COURSE CVER PRIME HOLES WITH CONCRETE FLUSH TO TOP OF PAVEMENT, COAT. PLAN OF DETECTABLE WARNING SURFACE VARES PER MAN9F. 2.35" '<y 0.2"NOTA., (� :: ':•; : --�J '0.9'' ' IA,: . e 0 eV M { 2.35" (TYP.) IN 2.35" 2.35' PLAN OF "DC)ME STAMP" SECTION OF "DOME STAMP" PATTERN PATTERN IN SURFACE PATTERN IN SURFACE CURB RAMPS HAVE A MAXIMUM RISE OF 6" AND DO NOTT REQUIRE HANDRAILS. ANY RAMP WYITH GREATER THAN A 6" RISE SHALL HAVE HANDRAILS ON BOTH SIDES AND CURBED EDG3E PROTECTION ON BOTH SIDES. EDGE PROTECTION CONSISTS OF CURBS, WALLS, RAILINGS, OR PROJECTING SURFACES THAT PREVEIINT PEOPLE FROM SLIPPING OFF THE RAMP, CURB RAMPS MUST HAVE A DETECTABLE WARNING FF,.EATURE EXTENDING THE FULL WIDTH AND [DEPTH OF THE RAMP INCLUDING ANY FLARES.. THE DETECTABLE SURFACE MUST CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A WEIGHT OF NOMINAL 0.2 INCHES AND A CENTfER-TO CENTER SPACING OF NOMINAL 2.355 INCHES. THE TEXTURE OF THE DETECTABLE WARNING FEATURE MUST CONTRAST WVITH THE SURROUNDING SURFACES (EEITHER LIGHT -ON -DARK OR DARK-ON-LI(GHT). SEE ABOVE, NOTES: A CURB RAMP(S) MUST BE PROVIDED ALONG AN ACCESSILBLE PATH FROM THE PARKING LOT TO WALGREENS CURBED SIDIEWALK. A CURB RAMAP(S) MUST ALSO BE PROVIDED IN THE PARK4ING LOT AT ALL INTERMEDIATE AND PERIMETTER CURBS ALONG THE ACCESSIBLE ROUTE CONNECTING TO PUBLIC SIDEWALKS. A RAMP IS )ANY SLOPE GREATER THAN 1:20 �) AND SfHALL HAVE A MAXIMUM SLOPE OF 1:12 (8.:337.). THE MAXIMUM SLOPE IS 1" OF RISE PER FOOT OF DISTANCE TRAVELED. RILL SLOPED AREAS OF THE RAMP ARE T`0 HAVE AN INTEGRAL RED COLOR. THE CLEAR (WIDTH OF ANY RAMP IS A MINIMUM OF 36". VARIES SEE SITE PLAN 12" CLEAN TOPSOIL TO BE MOUNDED BACKFILL TO ALLOW FOR SETTLEMENT SEE PLAN FOR CURB TYPE PAVER SHALL REMOVE PAVING & BASE HERE IF ANY INSTALLED TOP LIMIT COMPACTEDD EARTH SUBGRADE CURB/GUTTER @ LANDSCAPE ISLAND SCALE: NTS SPAV-13 24" 8" 18" PAINTED STRIPE AND 0 LETTERS COLOR — TRAFFIC YELLOW PAINTED STOP SIGN SCALE: NTS SPAV-27 PAVING PER PLAN OPENING WIDTH PER PLAN EQ EQ 12" SEE DETAILS SHT. C-3.1 BLDG WALL ABOVE GRADE y HANDICAP SIGN (TYP) VARIES V) PAINTED HANDICAP SYMBOL (TYP) PAINTED PARKING STRIPES 4" WIDE --1x 'R MIN PAINTED HANDICAP SPACE SCALE: NUTS SPAV-40 CONC CURB. TIE WATERTIGHT INTO CONC SWALE STOP CURB HERE THICK PAVING EDGE Tr 12" nF;EP AT CUF":B CUT `�-- CONC SWALE OR RIP—RAP (REF. RIP—RAP SCHED) AS INDICATED ON PLAN NUMBER DENOTES CC OPENING WIDTH (cC - #) CURB CUT SCALE: NTS SPAV-10 R6" 1,—On 10" 2' -3 - NOTES: PAINT SYMBOL ON PAVING COLOR — AS REQUIRED BY CODE PAINTED HANDICAP SYMBOL SCALE: NTS SPAV -25 0) P < [FAY t in Lom GS -1 GS -2 GS -3 GS -4 GS -5 ABOVE GRADE SIGN GS N.T.S. SPAV-26 C4.1 pp SIGNS SHALL BE SIMILAR TO & MEET THE EMS SPECIFICATIONS OF LOCAL MUNICIPALITY AS REQUIRED FOR WORK IN PUBLIC RIGHTS—OF—WAY GS -6 SEE 11/C4.1 FOR BASE DETAIL SITE/PAVING CD196 REV 6-30-99 S I T E P A V I N G N 0 T E S P A V I N G E L E V A T 1 0 N T O L E RA N C E FINAL SUBGRADE SHALL BE INSPECTED BY PAVING CONTRACTOR FOR REQUIRED ELEVATION AND ADEQUATE COMPACTION BEFORE COMMENCING ANY PAVING ACTIVITY, PAVING ELEVATION SHALL NOT HAVE MORE THAN 1/4' DEVIATION IN ANY 10' INCREMENT. P A V I N G T H I C K N E S S T O L E R A N C E PAVING THICKNESS AT ANY ONE CORE SHALL NOT BE LESS THAN 90% OF SPECIFIED THICKNESS. THE AVERAGE OF ALL APPROVED TESTS MUST BE AT LEAST EQUAL TO THE SPECIFIED THICKNESS FOR EACH MATERIAL, NOT MORE THAN 20% OF ALL APPROVED TEST MAY FALL BELOW SPECIFIED MINIMUMS. ANY AREA FOUND TO BE LESS THAN SOX SPECIFIED THICKNESS SHALL BE OVERLAIN WITH ASPHALT AS DIRECTED BY ASG, INC. T E S T I N G D U R I N G P L A C E M E N T GENERAL CONTRACTOR SHALL PERFORM SEVERAL SPOT CHECKS OF PAVING BASE THICKNESS PRIO .r. KEYED NOTES to i E 0) SIGN. O 2"X 2" STEEL TUBE U �� i CONTRACTOR SHALL PROVIDE FOR TESTING OF COMPLETED PAVING CONCRETE FILLED 4" PIPE. INSTALLATION FOR COMPLIANCE WITH DESIGN CRITERIA AND REQUIRED 12"0 CONCRETE V .yJ Q THICKNESS. CONTRACTOR SHALL REPLACE ALL NON—CONFORMING MATERIAL GLO %� (4 FT. MINIMUM AT HIS OWN EXPENSE. ms TESTING SHALL BE PERFORMED ONLY BY AN INDEPENDENT TESTING AGENT V rj N NOT BE CONSIDERED ACCEPTABLE. Oi bQ tr N.`rr � ALLOW A MINIMUM OF EIGHT CORE TESTS TO BE LOCATED ONLY BY .Z W 0 F— THE PAVING CONTRACTOR SHALL REPAIR ALL CORING HOLES BY FILLING HOLES WITH CONCRETE FLUSH TO TOP OF PAVEMENT, Cf} A S P H A L T1 C P A V I N G M A T E R IA L S MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST I�L EDITION OF THE SPECIFICATION OF THE HIGHWAY DEPARTMENT OF THE 44 STATE IN WHICH THE PROJECT IS LOCATED. REFER TO PAVING MATERIALS LEGEND. y ":3 %AdW IIZ ® PROVIDE TOOLED EXPANSION JOINTS 20' O.C. (MAX) AND EXPANSION R TO INSTALLATION OF ANY ASPHALTIC OR CONCRETE PAVING. DENSITY TESTS SHALL BE PERFORMED ON EACH LIFT AT THE KEYED NOTES RATE OF ONE TEST PER 2,500 SQUARE FEET. TRAFFIC DIRECTIONAL SIGN. O 2"X 2" STEEL TUBE EXTENDED INTO CONTRACTOR SHALL PROVIDE FOR TESTING OF COMPLETED PAVING CONCRETE FILLED 4" PIPE. INSTALLATION FOR COMPLIANCE WITH DESIGN CRITERIA AND REQUIRED 12"0 CONCRETE FOUNDATION 6" THICKNESS. CONTRACTOR SHALL REPLACE ALL NON—CONFORMING MATERIAL BELOW FROST LINE (4 FT. MINIMUM AT HIS OWN EXPENSE. BELOW FIN. GRADE). TESTING SHALL BE PERFORMED ONLY BY AN INDEPENDENT TESTING AGENT APPROVED BY ASG, INC. TEST HOLES NOT SPOTTED BY ASG, INC. MAY NOT BE CONSIDERED ACCEPTABLE. ALLOW A MINIMUM OF EIGHT CORE TESTS TO BE LOCATED ONLY BY WRITTEN INSTRUCTION BY ASG, INC. THE PAVING CONTRACTOR SHALL REPAIR ALL CORING HOLES BY FILLING HOLES WITH CONCRETE FLUSH TO TOP OF PAVEMENT, A S P H A L T1 C P A V I N G M A T E R IA L S MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SPECIFICATION OF THE HIGHWAY DEPARTMENT OF THE STATE IN WHICH THE PROJECT IS LOCATED. REFER TO PAVING MATERIALS LEGEND. r �,r+ CONCRETE ® PROVIDE TOOLED EXPANSION JOINTS 20' O.C. (MAX) AND EXPANSION 0-� JOINTS 0 50' O.C. CONCRETE CURBING SHALL BE 4000 PSI 28 DAY STRENGTH 2" — 3" SLUMP, (NO CURB DEFORMATION) 37. — 57. AIR ENTRAINED. INSTALL WITH RC -70 TACK COAT EMULSION OVER ASPHALT. PROVIDE CYLINDER BREAK TEST — 3/500 LF. OF CURBING OR 1 --DAY POUR WITH BREAKS — 1 0 7—DAYS, 2 0 28—DAYS. COMPLY WITH ASTM C-31 AND ASTM C-39. ALSO PROVIDE ONE SLUMP TEST PER 500 L.F. OF CURBING OR 1—DAY POUR. F�1 PROVIDE EXPANSION JOINT 0 50' D.C. AND CONTROL JOINTS 0 20' O.C. (MAX) AT ALL CONCRETE PAVING AREA. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. P A V E M ENT MAR K I N G PAI NT „��` V. ej � Sp o W PROVIDE PAVEMENT MARKING AS SHOWN ON THE DRAWINGS. STRIPING SHALL BE 4 WIDE. PAINT SHALL BE SHERWIN—WILLIAMS PROMAR ALKYD �/+ "'i � o a � R o « Eu TRAFFIC MARKING PAINT SERIES B29YZ2 OR APPROVED EQUAL. PAINT SHALL BE APPLIED IN ONE COAT ACHIEVING A MINIMUM DRY FILM THICKNESS OF 9 MILS. IN ALL CASES, THE MARKING SHALL BE W w Z m SUFFICIENT TO TOTALLY COVER THE PAVEMENT. USE YELLOW PAINT FOR ALL MARKINGS. FIRE LANE AND OTHER MARKINGS ARE REQUIRED BY �- 2 a 6. ppit 3 a g m GOVERNING AUTHORITIES TO BE YELLOW. oe z o z a m 1'-6" 2'-3" 1'-9'�YsB •5 NOTES: 1. PAINT COLOR TO BE "YELLOW" FOR ARROW AND LETTERS. "DRIVE—THRU" LETTERS TO BE ELONGATED HELEVETICA MEDIUM - 4" WIDE STROKES. 2. PAINT 2" BLACK OUTLINE AROUND ARROW AND LETTERS FOR PROJECTS WITH CONCRETE PARKING LOTS, 10 PAVEMENT PAINTING G1 /4" = 1'-0" I -ICI—IIS (DTRAFFIC DIRECTIONAL SIGN 1'-0" (FREESTANDING) 11/01/06 C REVISED PER COUNTY COMMENTS J. Aqt'i!'OW1Ch N0. Q3 I s 4e, �All, sr(NA-L �aax 44%*###*0Ott i < vt t3 Z ci p — cc y-- a I 4— CCS a O LLJ , cn _j tic W ¢ > IL w c �� O �> � D a t� C-4 J CCS o r= N S U REFERENCED DRAWINGS 01 02 03 04 KEYED NOTES j TRAFFIC DIRECTIONAL SIGN. O 2"X 2" STEEL TUBE EXTENDED INTO CONCRETE FILLED 4" PIPE. 12"0 CONCRETE FOUNDATION 6" BELOW FROST LINE (4 FT. MINIMUM BELOW FIN. GRADE). FINISHED GRADE. I -ICI—IIS (DTRAFFIC DIRECTIONAL SIGN 1'-0" (FREESTANDING) 11/01/06 C REVISED PER COUNTY COMMENTS J. Aqt'i!'OW1Ch N0. Q3 I s 4e, �All, sr(NA-L �aax 44%*###*0Ott i < vt t3 Z ci p — cc y-- a I 4— CCS a O LLJ , cn _j tic W ¢ > IL w c �� O �> � D a t� C-4 J CCS o r= N S U REFERENCED DRAWINGS 01 02 03 04 U T I L I_T_YP_L_A_NL_E_G_E_N_D______--____._..___....._..._._............___ S! T -E UTI L I T YT^----____.___..._ D E T A I L R E F E R E N C E S C H E D U L E -* EXISTING PROPOSED DESCRIPTrON =----_ _- '-`/\ S ' -MARK_---_ REFERENCEDuITEM _-- -_- COMMENT - - / 1 -- __GE_____G GAS IGV ISOLATION GATE VALVE �iE IST. 1 -.._.._. _. -_-__--------------------------------------- r - 1- 4"r _ ....._..W WATER ---- .._-.\ } SAN NI �R 5 3 SEWER TGV TERMINATION GATE VALVE \ ®I \ �..,_,S SANITARY SEWER l i \ _ __ _ __ _____ _ __ -_____ ________ _____ -__- _ i I 1-0 W/,ROA CONNECTION `�L 0/H ELECTRIC �PGV- PROJECT GATE VALVE 1 \ \ �'\ ter INV= 17.00 - --_-_ _-----___-_---__--_----_ � ` � \ G - \ t - 1L_ U/G ELECTRIC FGV FIRELINE GATE VALVE \� \ \ \ \.. \- Or1T 0/H TELEPHONE I FH FIRE HYDRANT k_ >�� . ' , //• ' U/G TELEPHONE \\ (�� \ FH WM ------------------------------------------------- EWATER ME[ER / - 1 , r r rilE FIRE HYDRANT , l`j "� • ` O \ ,, WIVE ■ WM WATER METER TB THRUST BLOCK \ G1ylE ■ GM GAS METER -_____.. ---_--__._._.._-.-------------------------__-_ - v`� • MH MANHOLE lxJ GIrE N GV GAS VALVE ------------------------------------------------- �, \ N WvE- IN WV WATER VALVE CO SEWER CLEANOUT ------------------------------------------------- M"_ --------_ _---____--__ UNDERGROUND DETENTION PIPE INVETS A= 536,2 Walgreens' DW (Plumbing Fixtures) D= 535.2 B= 536.3 Walgreens' Irrigation (Landscaping only) E= 535.3 C= 536,4 Retail Shops #1 �'= 535.4 Meter Total Plumbing Fixture Count Fixture Units Load Value Total GPM Walgreens' DW (Plumbing Fixtures) 16 67.5 58 Walgreens' Irrigation (Landscaping only) NA NA 40 Retail Shops #1 6 17.25 18 Retail Shops #2 3 7.25 12 Retail Shops #3 6 17.25 18 Retail Shops #4 1 6 1 17.25 18 -ES--1(54- INV-528.0 S-1 54INV-528.0 (fig ,bfh`_ Q MH MANHOLE CV CHECK VALVE . 9 ��, Cor • CO, CLEAN -our ------------------------------------------------------ \ y \ DCV DOUBLE CHECK VALVE PL PROPERTY LINE ___________________________:_--__--_---____--__-_- GM GAS METER \ OUTLET PROTECTION -��� _ \ Q, R�� \ •• � ES -1 END SECTION k, \� INLET PROTECTION-------------------------------------------------- EC-1 ----------------- `" ,\ \ v' ----- - -- - - --------------------- - --EC-1 __- _ __ SCOUR PROTECTION -- - -------- ----- _� - U) (Z) / / I C e, \ \ rr --___--__--- _ - - �\ \\ $ ' „ ELECTRIC Q-52\ , \ -f"' WA QUALI STRUC E ~� j' \\ k / \ TRANSFORMER PAD _ 630 -- --"____ - --�-43I - (� �� \ / / - WATER S} T C--3. F'O D7TPIL \ �' ` \' - � X48'38'10"W _---~' ----- _ . �L[3 VER Y PROPOSED �/ 182.E 9' ---- ' -` _� ---' ---` - .-- 125.73'f ` \ F_ ' ~ / \ GRADE\AND IN1%�RT --- " --f --- --~ "" _ JB- OU CON 0 CB)(4 SQ) - ��y1 { � .�) > ��-- ,� , `\ �„ � �-- �----...--�-`�--_`" .""- -�" _ _ _ - "-- DI I TOW -�2 \ M A T'& Ll N -E: i)I� `-SSI T� USAN I TAR Y S ER \ 1;\ MH --2 �--� - _ -" r ,/ - - �\ T- \ \ T-542.9 _ �- `_- '` _ -�-- �___ -�-- _ --� '` - -- - {3vewwW'B I�PASS I.E. IN 536.59 _ _ 5-��"ZIl7�� - , \ \ �y p pY SEWE I.E. OUT 536.39 T-544.0 �'' •�I /�� ---____ _ ''` f - C A{`���!'�R T-538.5 I.E, (6) 536.80\- �! oEF--SITE S / / WATER QUALITY I✓IN STRUCTURE CI -5 ,{ TCN ._-- .--�_---....-• ._--r'- ._---- .�•- -- -.-_• ------'" 1 ` --- _-- ___ y1 / E SHT C-3.4 FOR DETAIL \ •k /' �\ �--' (SE ) '�,, T-544.6___--- ----" �.------ -----_-`�" -'•'" -""'' r- S HW -24 1.� - _ ^ _ _ _ _ _ �r..� = f�i /- -'�- ' ,� ���-f = - �- - --- ' _'- MH --3 ua 1 - 3S \ \ \\ INV --532.0 fl _" t' '���i''� -- ' �� "` _- _ -" r-� T-544.8 t �' / RRO l ea n 30 I x ' z w y \ \ \� �W/ I.E. IN 539.20 W-25 V. 2.0 I.E. OUT 539.00 `_.._".-"-----._ � � I ``..", .`` � $ � N � � � � � � < o ? o o F o «+a \ \ O "-. ".,.r- / �_J ✓ N fes..... �` f 1 l `'1 W Z ~' Q O W W i W Z \ \ C \ \ \ .`'" •-"'- ^"`--'.'./ /J^"r,�-' J -- 'f" _--'.. '^'i^'''"^ ","'" •-...---- 'Vl u o o a 7 a -1\r-� '_r �' - - _ _ '/ ' / �___- �-� `--'NQz�Ns� a w off, �c'•�.`�''�" ` ---'' S-'/ CB -46 !� ( ) yjlir `_ "bFV-' a .•-T --'~-"~.-"'' '- .r-""'"Y�- I "i• /. ./"._" --'.`_ ,.. W ••'k - I T-544.0 CB -48 \23 "t S • ,,,-"ten `._,.. �""r� J-^`"".""..-.''L.P..-S'"�D `f~. -----'' .tee` _ \ $ \ \ T-539.0 N��• - �, -' �- f_ 4�y LINE Hi LINE G , ! _ Waw"�ooz�� P r I 1 at x u ,zo z -`"`_ - - / _ 1.r^/" f'."� � •I I' `�zNw��� ` / ••-`"' _ \\� � r . w c cu � t' o z z Cv2i � J C1-21- 1 _ \ \ 1)� �i vFNKm3�uwdaQo¢ou ¢� t / ION TO Q-22 \ ; r '`�I / /-'' / / -'' _-r ' �' �'`" L.1=. 6, HDPE TYPICAL ` } BROTE TJON r- '' 4 1 WII i _. - ' _- ) ®.0 �- - 536 T .i' \ �" `� `� ._---`""' .--'"' tR 3'��.S�E�M1+�•,-'."�i 6 \ 1 i '40i`4-'� .--���' \ r O. \ C.O. 10LF 6 SS i 555 `5r c3` C.O. 0 1.0% TYP U N J. FEROWICH 1.E. IN 540.54 { ) t I l � �c. No. 032001 � f T�2 ./D L- - IA � _ ." � ,,,� \ r. ' y I.E.lEIN 540. ----_. e 1 ,` '� ,I TE GAS 1i tel -.o' � _ \ I I I �4,� \ 540 \r'C / --''� / " ' S " CO UTILITY l �- // S2 L F. 6 S i'TARY SEWER 0 1, 0i rs /O NC 1 ,Ply I I (� J� ... _<. . ^p�TJ�.�... ,.+( ;; - 1 \ I I - _ I - , a. ^ ME " _LA --MH-1 \ \ o l / \ ATER, I I GM I GM GM i GM ,, NDERGROUND / �} vAUL G RD 1 `•-•- T-538. ---- TORMWATER DETENTION TY INSERT ' Eyl 2.08 \ l E. OU 31.88 `j ,� ! h`� /Z t� "HDPE PIPE 141820 �5S F ""7- - _ I { I.E. 540.8 - ti 1 A ao } l' `.\ ROWS 115' 2" DW I.E. 544.71 1, (4) i CU WATER r ' " I I oa NES 1 ' } __ _ ll FROM TENANT l S42 \ EEE 5 4 6 . O \ 1 IRR ( o N SPACES TO wATE METERS 1 { \ 1 I I I 1 "xv -�\ \ JB -1 ! d9g E 1 1 T 39.7 / 0 T l .�\ ` h h BACKFLOW PREVENTOR T-543.8 : f TO BE LOCATED INSIDE \� s5 s > ---- --THE ILDING �s 5 VIC I W t 1 INV. 1 i ETAIL SHOP � \ I i 540.0 � 4 I TER L'(EXISTING) `1t / V-) \ CB -14 \ \ i \�� ` 5 T-544.0 ' 1, •, cc 22 0%� SF - 52 o I I � � ; u, a a a o , �+ \, r �`� ' / Q J ARD � \ h ' TY INSkR7 - ` , ^? \ \ , ` � � \ ----• ._---. _..- - ..._--- Jam....- � � / � ( IC 1 , 557 --- ..---- -~"" .--- �_--------- .--'` --k-'' / \ " �- --_ 555 10 LF 48 HDP `\� 8 ---- 546 \� f 550 G� 1 6x4 I I 4 \.. 11,1~ � '-- -- I I 1 w � 87/24/07 2Y I w / ^�` G REVISIONS PER 2ND ♦ CI -16 ULT. EMENTI I J ACSA COMMENTS T-544.0 / I / 06/27/07 CI -17 I I t NS PER V- �, ' T-544.0 / �) / F � 1 ,\ ` \ I � AEV�iSIOgMMENi-S LINE D E 06/01/07 CI -32 TYPE A CI -40 TYPE A) ,s A REVISED PER Itbw �i \ ' �♦+ -- / I / W FLO GUARD W FLO GUARD / 1 COUNTY COMMENTS REFERENCED DRAWINGS 01 1269-exist.dwg 02 1269_base.dwg 03 _d04 % ,t }-� '" T _ ~'"'"=++•.. ' I I I WATER QUALITY INSERT WATER QUALITY INSERT 0 / T-544.0 T-544.0 % 09/29/06 08/18,/06 I54'�2'; ,: ,Q REVISED PER REVISED PER E I I l 5 COUNTY COMMENTS COUNTY COMMENTS "o �, 1 I } ! r,; -r = - 08/23/06 05/18,/06 �_- _ ___ TIE GA 26i�.1 e -T - -- - - L� REVISED PER Ll REVISED PER COUNTY COMMENTS COUNTY COMMENTS i / \ J ____ _ --_ \ _ _ _ _ _ ___ _____ - _ -_ _ _ - - _ _ _ _ - I- _ _ _.__ . _. -- __uL Aft _ _ _____ r lJr / - - - - - -- - • • - �-- _ r - 269 .-.. .._____- ---�.: I �\,I `.• •' -_ \ � XIST. F[ '12 9 C-5 -_.__- 42 �--� i i- i ISSUE DAZE 02/23/066 \, _ I - ---- _� 5 - --- f / BETWEEN EXF T,, C & A : - 544 , _ _ - --- `- 8" WATER - �- \ J - _ - ( I ?� F'1 Uf SGAIE 11:1 > --�- J 15 CMP ES -1_(59 �T' INV. 541.90 " 8x8 x6 CI -60 VDOT DI --3A - ES -1 42 J 1� TTI�� 6 GV T-543.8 EC -1 ( V 1 �7 �� _ .. L=3.0' INV. b4 50 1(61) w/EC-1 INV -540.0 8" GV J J _....__.... E. l__. Plan �) __.--- L_.__ \ \ _ r .._•-- � -"` `-- --_. -._._. � / w/BLOW-OFF AS5E_BLY_..__ GRAPHIC SCALE I . Sheet 16 of 23 ._ .... - --C-500 Li 4, --MH-1 \ \ o l / \ ATER, I I GM I GM GM i GM ,, NDERGROUND / �} vAUL G RD 1 `•-•- T-538. ---- TORMWATER DETENTION TY INSERT ' Eyl 2.08 \ l E. OU 31.88 `j ,� ! h`� /Z t� "HDPE PIPE 141820 �5S F ""7- - _ I { I.E. 540.8 - ti 1 A ao } l' `.\ ROWS 115' 2" DW I.E. 544.71 1, (4) i CU WATER r ' " I I oa NES 1 ' } __ _ ll FROM TENANT l S42 \ EEE 5 4 6 . O \ 1 IRR ( o N SPACES TO wATE METERS 1 { \ 1 I I I 1 "xv -�\ \ JB -1 ! d9g E 1 1 T 39.7 / 0 T l .�\ ` h h BACKFLOW PREVENTOR T-543.8 : f TO BE LOCATED INSIDE \� s5 s > ---- --THE ILDING �s 5 VIC I W t 1 INV. 1 i ETAIL SHOP � \ I i 540.0 � 4 I TER L'(EXISTING) `1t / V-) \ CB -14 \ \ i \�� ` 5 T-544.0 ' 1, •, cc 22 0%� SF - 52 o I I � � ; u, a a a o , �+ \, r �`� ' / Q J ARD � \ h ' TY INSkR7 - ` , ^? \ \ , ` � � \ ----• ._---. _..- - ..._--- Jam....- � � / � ( IC 1 , 557 --- ..---- -~"" .--- �_--------- .--'` --k-'' / \ " �- --_ 555 10 LF 48 HDP `\� 8 ---- 546 \� f 550 G� 1 6x4 I I 4 \.. 11,1~ � '-- -- I I 1 w � 87/24/07 2Y I w / ^�` G REVISIONS PER 2ND ♦ CI -16 ULT. EMENTI I J ACSA COMMENTS T-544.0 / I / 06/27/07 CI -17 I I t NS PER V- �, ' T-544.0 / �) / F � 1 ,\ ` \ I � AEV�iSIOgMMENi-S LINE D E 06/01/07 CI -32 TYPE A CI -40 TYPE A) ,s A REVISED PER Itbw �i \ ' �♦+ -- / I / W FLO GUARD W FLO GUARD / 1 COUNTY COMMENTS REFERENCED DRAWINGS 01 1269-exist.dwg 02 1269_base.dwg 03 _d04 % ,t }-� '" T _ ~'"'"=++•.. ' I I I WATER QUALITY INSERT WATER QUALITY INSERT 0 / T-544.0 T-544.0 % 09/29/06 08/18,/06 I54'�2'; ,: ,Q REVISED PER REVISED PER E I I l 5 COUNTY COMMENTS COUNTY COMMENTS "o �, 1 I } ! r,; -r = - 08/23/06 05/18,/06 �_- _ ___ TIE GA 26i�.1 e -T - -- - - L� REVISED PER Ll REVISED PER COUNTY COMMENTS COUNTY COMMENTS i / \ J ____ _ --_ \ _ _ _ _ _ ___ _____ - _ -_ _ _ - - _ _ _ _ - I- _ _ _.__ . _. -- __uL Aft _ _ _____ r lJr / - - - - - -- - • • - �-- _ r - 269 .-.. .._____- ---�.: I �\,I `.• •' -_ \ � XIST. F[ '12 9 C-5 -_.__- 42 �--� i i- i ISSUE DAZE 02/23/066 \, _ I - ---- _� 5 - --- f / BETWEEN EXF T,, C & A : - 544 , _ _ - --- `- 8" WATER - �- \ J - _ - ( I ?� F'1 Uf SGAIE 11:1 > --�- J 15 CMP ES -1_(59 �T' INV. 541.90 " 8x8 x6 CI -60 VDOT DI --3A - ES -1 42 J 1� TTI�� 6 GV T-543.8 EC -1 ( V 1 �7 �� _ .. L=3.0' INV. b4 50 1(61) w/EC-1 INV -540.0 8" GV J J _....__.... E. l__. Plan �) __.--- L_.__ \ \ _ r .._•-- � -"` `-- --_. -._._. � / w/BLOW-OFF AS5E_BLY_..__ GRAPHIC SCALE I . Sheet 16 of 23 ._ .... - --C-500 550 5, REMOVE EXIST. CAP ON END OF� WATER UNE EXIST. 8" WATER LINE NEAR FOREST LAKE MKT. PROP. CORNER AT 29N R.O.W. QATUJf JY" 530.00 0+00 1+00 2+00 3+00 4+00 NOTE: WATER LINE SHALL EBE CLASS 52 DUCTILE IRON PIPE NOTE: 3' MIN. COVER OVER ALL WATER LINES WATER LINE 5+00 r ,f -T aiA SCALE HORIZONTAL: 1"=50' VERTICAL: 1"=5 ) X�c: ca �o h N r Q U) L ~ 7 z Z N I-- 1-- t -- Lr) �zzz 7+00 6+00 5+00 4f-00 3+00 2+00 1+00 0+00 NOTE: SEWER LINE SHALL BE SDR 35 PVC PIPE SANITARY SEWER NOTE: 3' MIN. COVER OVER CENTER LINE OF ALL SANITARY SEWER AND WATERLINE PIPES IN GRASS AREAS, 4' UNDER PAVEMENT. Cf La 4i .��pJ- i 'zrw Krzw�K w F-uoc;JU-J p�-aJow 4m CO WK 'DATE *102/23/06 --� 6" G V& FH ac Z U� tNA=0.0 p�z VVVV1lll �y Tia pp2a U� 00 iNM C UNo PROPOSED GRADE N �`�ZeNii V1 W �W i"' x 2" DW 1' iRR 1 x z CDpzdo a Oza �� ou,J wrc�..h z� cti ac 3i,.�wpo��N000woa�a 6" WL 1 �0 J 0-14 .. Lda J I• i1XISTING GRADE I - - n Xb ; y » y 6 X6 -TEEJ 4 ,WM -- — WG SPRINL ` 90. L MIN. j I { 6" GV 15" STORM PIPE 1 i INV. 541. 1 WATERLI E PIPE JOINTS SHALL BE EQUI NSTANT FROM THE STORM X6 -TE SOS$ STORM ND ER - 8" GV EWER 0a rn w cvrrh q Ln 0 'L()u') u» u7 iu) in in Ln 0+00 1+00 2+00 3+00 4+00 NOTE: WATER LINE SHALL EBE CLASS 52 DUCTILE IRON PIPE NOTE: 3' MIN. COVER OVER ALL WATER LINES WATER LINE 5+00 r ,f -T aiA SCALE HORIZONTAL: 1"=50' VERTICAL: 1"=5 ) X�c: ca �o h N r Q U) L ~ 7 z Z N I-- 1-- t -- Lr) �zzz 7+00 6+00 5+00 4f-00 3+00 2+00 1+00 0+00 NOTE: SEWER LINE SHALL BE SDR 35 PVC PIPE SANITARY SEWER NOTE: 3' MIN. COVER OVER CENTER LINE OF ALL SANITARY SEWER AND WATERLINE PIPES IN GRASS AREAS, 4' UNDER PAVEMENT. 0 u Cf La 4i .��pJ- i 'zrw Krzw�K w F-uoc;JU-J p�-aJow 4m CO WK 'DATE *102/23/06 PLOT 5arALE B ac Z U� tNA=0.0 p�z VVVV1lll �y Tia pp2a U� 00 iNM C UNo —LIJ N �`�ZeNii V1 W �W i"' x S L0.(KJ W ww =_ �uJ aimwmo�r= s ATF mg x CDpzdo a Oza �� ou,J wrc�..h z� cti ac 3i,.�wpo��N000woa�a a vbo 0 �0 J 0-14 .. Lda J 0 u < rz p _ V CE LL-- z CLS O Lel . a L —1 a Ir` > LLJ o . (A�� °` `r C3 W > '0 �-- c O lli.J •o U) _ REFERENCED DRAWINGS 01 1 269_exist.dwg 02 1269—buse.dwg 03 04 08/18/06 REVISED PER COUNTY COMMENTS A 05/18/06 REVISED PER COUNTY COMMENTS PROD. NO. Cf La 4i .��pJ- i 'zrw Krzw�K w F-uoc;JU-J p�-aJow d WK 'DATE *102/23/06 PLOT 5arALE 0U00 ac Z U� tNA=0.0 p�z LJ Tia pp2a QC N �`�ZeNii V1 W �W i"' x S L0.(KJ W ww =_ �uJ aimwmo�r= s ATF mg x CDpzdo a Oza �� ou,J wrc�..h z� cti ac 3i,.�wpo��N000woa�a a J �(iS�����0(i,�a 2�Ny�j r ,-J�2C ZZCJ -NjO:CZNNN VlKllOQS Hn�UCpJ J < rz p _ V CE LL-- z CLS O Lel . a L —1 a Ir` > LLJ o . (A�� °` `r C3 W > '0 �-- c O lli.J •o U) _ REFERENCED DRAWINGS 01 1 269_exist.dwg 02 1269—buse.dwg 03 04 08/18/06 REVISED PER COUNTY COMMENTS A 05/18/06 REVISED PER COUNTY COMMENTS PROD. NO. • 1269 RLE NO. • 1269_C -5A WK 'DATE *102/23/06 PLOT 5arALE • 1:1 Water & Sanitary I Sewer Profiles Sheet 17 of 23 SHUT W. C-5 i TD -I - A SEWER SERVICE LATERAL CONNECTION NOTES ;'. L WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE FRAME & COVER AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS CONCRETE 3 2'x 2' BEARING AREA. R 3' 5' M N. (SEE FIG. S -1-0,E) MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8- 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED 111TH AN APPROVED TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED J: B STONE J�..N1, t�J,i y,SrK:.]' TO THE MANHOLE. FIG. S-3 2.SEVER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE FRAME & COVER SEE FIG- S -1-D, E D (4) 1' (25nn) DFA HOLES STREET SURFACE OR NON -PAVED AREA W STREET SURFACE OR NON -PAVED AREA 1 /4' 4nn) DIA ON 32 3 i83 })IILT CIRCLE, 2' (5[nn) LETTERS (RECESSED FLUSH) �� Z � DIAMETER OF 4". Q SLOPED AREA -} SLOPED AREA r,l•. Y' 1" C2 5nn] -�----�-- 1'-O" MAX i - :4 C-0' MAX ` 2-0. "WEDG ICK' TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL .l - " CAST IN PLACE �$ «cnnn E d East Jordan Iron �.7• Works 00104316 w, SED r \`` �' 'Q /P ICKHOa ES _ _ 2'-0 , I 3000 PSI CONC. BASE / r• -PRECAST REINFORCED CONCRETE LIFT HANDLE S r "WEOG-LOK" TYPEC RUBBER COATED STEEL STEPS OR APPROVED 3'-0" MIN EQUAL CAST IN PLACE ' PRECAST REINFORCED - BENCH SLOPED TO FLOW - ` CHANNEL 1/4" 1' MIN ,. 1 �,, �-- <� t: . \ I SECTIONS WITH "0" RING SEALS r ---)OR APPROVED EQUAL /. �` 1 3'^0• MIN '. / __.. THE DROP CONNECTION SHALL BE r� TILE IRON PIPE (CLASS 50 DUC -- An "on-site" line is a line within project boundary lines 1 1/2' D [Senn] Z J I �'� SECTIONS 12MIN __�.T f=/ 5' BACKFILLED IN 6" LAYERS AND ABOVE THE INITIAL BACKFILL. O "0" RING SEALS MAX HATCH RCONCRETE COMPACTED O CTFD HAND TAMPERS / 1�2 N BCSFILLEU NTH SELF -COMPACTING c utility authority shall be of materials and installation as O O �16 '+II ELEVATION DIFFERENCE ACROSS M.H. 5" 4-0" INLET TO OUTLET BE 0.20 FEET. BRAN6' 12 --_ -r- MAXMA% STONE. MINIMUM ELEVATION DIFFERENCE ' 12"MIN 1-2�IN ACROSS M,H. FROM INLET 'to � WMINIMUM (2) CORED PICKBARS "T 1 l/D' (29nn) DIA BUSSFROM ,- rr FILLETS I'+ DEPTH OF FLAW CONCRETE -- CHANNEL TO BE-->'"-'�--- _ 3/4 DIAMETER OF r- - - j 2" .`G`„-`� i �', ,� r _ VAR) OUTLET SHAD„ BE 0.20 FEETVARIES 77 s' 11 /` A FILLETED INVERT FOR A SMOOTH f( �- � �!.�" TRANSITION OF FLOW BE ~_ �/ L INLET & OULET PIPE SEUL- BE Y D 1 v2' 27 1/2' DIA � [38nnI 7 C699nn] rr'f �f'"-u"• CONTRIBUTING --- �.- .._,. -.�� SEWER.""'"~• U..." - A FILLETED INVERT FUR A SMOOTH '' U. 12" �'.�. - - TRANSITION OF FLOW BETWEEN ��� X ; , r �. - -.� -- - '-3/4 NOTE: FLEXIBLE CONNECTION Y n - - PROVIDED- 12'� L-_` A� h. , --4� DIA OF LARGEST * PIPE IN MANHOLE+ 22 1/2 26 1/4' DIA e C17 nnl C667nnI 26' DFA 1 112 .� - [38nnI E660nnF /4' (6nn) DIA 3 1/8' J�_=_84 IA NEOPRENE GASKET [ E79nn7 INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ N0. 68 STONE WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL I- BE CORED AND A FLEXIBLE CONNECTION " BOOT " MIN. 6" BEDDING WTH NO. 68 STONEn] NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 3,16 �. ze 7/16' DIA ^! 16nm [722nn7 U6nn] [58 DIA C5Bann] i. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL 13E TYPICAL SERVICE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. INSTALLATION TC k SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. INSTALLED 0 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVEmml , 36' AIA [6' DIA [63 DU C635nnI 2, THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE GAS LiNES 10' NO AS SHOWN EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, UFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 90 G.D. OF GASKET GRIDOVE^' EXTENDED OR NON -EXTENDED BASES. 3.42 INSIDE AND OUT. Dom (Ex 2006 F LAAE SEC1TtJf•1 SECTX)N 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED 4, SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 45 22 1/2 3.33 2.33 INSIDE AND OUT. TYPICAL MANHOLE PLAN DESIGN ON SEMS WITH STEEit SLOPES. 3,83 4.00 2.83 TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN 11 1/4 1.83 SHOWING BRANCH TIE --IN 2.84 TYPICAL MANHOLE WITH DROP CONNECTION Tap elevations were indicated on mechanical site plan are SDR 35 STONE 413' approximate. Contractor shall coordinate to ensure flush top. NTS On force mains provide thrust blocks of 3000 PSI concrete at all NTS DUCTILE GRADED Mrs IRON 4B' FIG. S -I -A FIG. S --6-B FIG, S -1-c --DW-- DOMESTIC TD -I - A SEWER SERVICE LATERAL CONNECTION NOTES ;'. L WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE - - ea, I AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS CONCRETE 3 2'x 2' BEARING AREA. INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE 3' 5' M N. LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8- 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED 111TH AN APPROVED TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED J: B STONE J�..N1, t�J,i y,SrK:.]' TO THE MANHOLE. FIG. S-3 2.SEVER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE If CONNECTED USING A PIPE SADDLL• AS MANUFACTURED BY "SEALTiTE", U OR AN APPROVED EQUAL. 7p-7 3.MINIMVM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" 1 PER FOOT) �� CALL SEVER LATERALS SHALL HAVE A MINIMUM 2' MIN DIAMETER OF 4". 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER T -} OF 3 FEET, VARIES SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE / SECTION SERVICE LATERAL 45'0,0" IN LINE WYE --TEE - PLAN VARIES SEWER SERVICE LATERAL CONNECTION CTION N.T.S. FiG. S-2 TD -6 COVER UFT NOTCH 14 1/2" 12 318" 12 1/2" WATER CAST IRON UD 18' METER BOX ryti�t� a °I� ti 18" 6" EXTENSION 6" PIPE ll�$LOOT BROOKS (2 PLACES} 2200 SERIES NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES MTH 6' E)(TENSION OR APPROVED EQUAL (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B OR APPROVED EQUALSE 6' OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG, W-7 TD -20 ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH VND1S11IRHM SOIL ffYPj 2 - 3/4' DIA AL1 -THREAD ROD WATER MAIN cp VALVE -� � 24' MIN U14DIMRBM EARTH^ P• LASS A-3 CONCRETE + ''�'L• ECA -WG MIN I S' MW r a" FLEYATIG L UNDISTURBED (V 1_ MIN WIDTH MIN t\t (7T C\ 3 L( I SECTION (. NOTE. 011 1. ALL RODS AND FASTENERS SHAT. BE GNEN TWO COATS OF ASPHALTIC PANT AFTER ASSEMBLY. C0 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST VNDISTURBED SOIL FOR THE MINIMUM (\' DMENS10N SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSMUCIICN, THE COLLAR DIMENSIONS SMALL INCREASE ACCORDINGLY. / CROSS ANCHOR RESTRAINTS FOR VALVES a) NTS `-' Fg. W-30 Added Feb. 16, 0 8"MIN EMBEDMENT SPRING UNE OF PIPE I N0. 68 STONE - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 6" IN ANY DIMENSION -INTIAL BACKFILL* (6. LIQ) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER "-HAUNCHING Y• -BEDDING 6" mox 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1, OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY W1TTi N0, 21A STONE. 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE PLACE 5' GALV. " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -L ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG, N0. 4905 (SCREW TYPE) OR APPROVED EQUAL M.J. GATE VALVE WATER NI II II { f LI ij ih UNE 4{- IAN. x' 1 a' d an ter+. wtNRR1T LOCKJNO ASSrMB(,Y r MN. 1 m- Dmnss - A HIM -1 F'r- i-•----I�.n'+{ � a• ISN. 5" MIN. ;'. • - - ea, I 4{- IAN. x' 1 a' d an ter+. wtNRR1T LOCKJNO ASSrMB(,Y r MN. 1 m- Dmnss J' rnuw+Essa . 31e wuE F1pE couPu+.d OR WPRo14D VXW- SOFT °� �✓ y�r 7CCPp(R ILff Y F� � W ATTACHED SNXAE FNW,Y - IesoD+nN. SERA1[ES OR Owl Nd�DEHIA } �•- AND 014400H so"Ce. EE --- _ Note No swEAT[D nrnw:s DUAL SEflVIIrE i• CeuPWE ON x 3/4' MHE HPE eauPuna W APMJO'M:D Ewu. O 4 n�4j r�1j-^^-pry' - .y J Fm u9: of oErnam Avof rAVLV %rMCE MIM AM FWWADOm 6ETE t s NOT PWAOM S IN CLI E 5ERNICE NTE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24' Irl INITIAL BACKFILL 2.H'Mw a' B• a• s• IN NI MIN MIN, 6" BEDDING x/68 STONE ' STABLE SOIL ROCK " SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN PJaGR SOIL UNDER CUT CONDITION 4 r INMAL BACKFILL 4 r UNSTABLE a' a" a' a' MIN 1) S40= auu 9E USMM PVC PPE. . ' �r' .d I USE A WI TYPICAL SEWER PIPE 1 I ! 2500 P.S.I. \ NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. INSTALLATION IN TRENCH CONCRETE 3 2'x 2' BEARING AREA. 2, MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". 3' 5' M N. THRUST BLOCK MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8- 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED 111TH AN APPROVED NTS J: B STONE J�..N1, t�J,i y,SrK:.]' WATER PROOFING COMPOUND. FIG. S-3 n d If �,,, �,% ST Z U TYPICAL METER VAULT (1 1/2" METER) 7p-7 NTS L S� L 4GK' STABLE SOIL OR ROC FIDN C04PI1N9 OF rSjxJYifB) wD.LrR NNa I, -,.(A7 Do�aAwwa FptO NO, w2-44 i N Jam. 2'1 ((1 7 L NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. FIG. W -7B NOTE "Oa LOI-4e +/2•j Nd. LU -77 (2'I 70' MN. TD -22 1 TYPICAL GATE VALVE VARIES : NTS 2.60 2.52 0-15 0,10 FIG, W-5 NSAID 20-ma'riOD' n J' rnuw+Essa . 31e wuE F1pE couPu+.d OR WPRo14D VXW- SOFT °� �✓ y�r 7CCPp(R ILff Y F� � W ATTACHED SNXAE FNW,Y - IesoD+nN. SERA1[ES OR Owl Nd�DEHIA } �•- AND 014400H so"Ce. EE --- _ Note No swEAT[D nrnw:s DUAL SEflVIIrE i• CeuPWE ON x 3/4' MHE HPE eauPuna W APMJO'M:D Ewu. O 4 n�4j r�1j-^^-pry' - .y J Fm u9: of oErnam Avof rAVLV %rMCE MIM AM FWWADOm 6ETE t s NOT PWAOM S IN CLI E 5ERNICE NTE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24' Irl INITIAL BACKFILL 2.H'Mw a' B• a• s• IN NI MIN MIN, 6" BEDDING x/68 STONE ' STABLE SOIL ROCK " SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN PJaGR SOIL UNDER CUT CONDITION 4 r INMAL BACKFILL 4 r UNSTABLE a' a" a' a' MIN 1) S40= auu 9E USMM PVC PPE. METER SIZE DUENSIIIN USE A WI A SOIL -- I I!2' 3'1' MIN. y MW #68 STONE 3' 5' M N. sr +m uD 6" \ '4!-•; �atJN�rsr J: B STONE J�..N1, t�J,i y,SrK:.]' - FOR 18" BEND USE 3 STRAPS ' AS SHOWN. -�a M, _9JFD �fDE If �,,, �,% ST Z U a -N woos Woo gm Dox wrm EXMISIRN OR APPWAD tDWW C L S� L 4GK' STABLE SOIL OR ROC FIDN C04PI1N9 OF rSjxJYifB) wD.LrR NNa I, -,.(A7 Do�aAwwa FptO NO, w2-44 i N Jam. 2'1 ((1 7 L w urwAAtn ARus T13P VIEW NOTE "Oa LOI-4e +/2•j Nd. LU -77 (2'I 70' MN. PIPE SLOPED 1 O^..PPS1ttiT7FN NLRB G)1 STgYj VARIES : CR APPROAm WJAN• 2.60 2.52 0-15 0,10 PIPE NSAID 20-ma'riOD' n UNOER.Q.& FACE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. DEAD ENC} LIFT HANDLE ' dR APPROVED ErVA- TYPICAL BLOW -OFF 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED -- An "on-site" line is a line within project boundary lines 24' X 36' and not within a utility easement or right-of-way. For lines U T 3 L I T Y EASEMENT S C H E D U [L E from 5' of proposed buildings and inside refer to building ABOVE THE INITIAL BACKFILL. s 3.16 HATCH TYPICAL METER VAULT utility authority shall be of materials and installation as 3.THE INITIAL BACKFILL SHAW.. BE PLACED AND COMPACTED IN 6" LIFTS. Z FINISHED UTILITY SYSTEMS THAT WiLL REQUIRE EASEMENTS FOR 8' 45 2.66 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED \ 4• STOUE Y NOT DEVIATE FROM THE ROUTE DESCRIBED HEREON WITHOUT THE EXPRESSED IN THE TRENCH. `CCRPCMIJRN Sar N . J Ile, `- uuu" M Aro 2D 22 1/2 1.66 5. BELL HOLES SHALL BE DUG OUT iN ALL CASES. (CRD NW. F-Ci00, OR APN#to roUAL 0,13 3,16 2.91 2.66 TYPICAL SERVICE LATERAL INSTALLATION 1,66 DUCTILE IRON WATER 2.67 0.13 PIPE INSTALLATION & BEDDING GAS LiNES 10' NO AS SHOWN NTS FIG. W-6 90 4.83 NTS 3.42 0,83 Dom (Ex 2006 FIG. W-2 TD -19 45 22 1/2 3.33 2.33 TD -13 - FOR BENDS 8' & SMALLER METER SIZE DUENSIIIN USE A WI A ANCHOR BOLT ON CENTER LINE I I!2' 3'1' OF BEND. USE BRACING STRAPS 2' 3'1' - FOR BENDS 10" THROUGH 12" ON ALL PIPE SIZES 3' 5' M N. USE 2 STRAPS ON BENDS �T 6" ADJACENT TO BELLS. PVC NIPPLE AND CAP - FOR 18" BEND USE 3 STRAPS ' AS SHOWN. H13LE FUR TBUCH READ BARS d 72' ON CENTER �t If FOR 12 BENDS & URGER B U CONCRETE CLAS B T 45 I u 1Fr�-I2 ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. W1D1H ,. DIM. •F" - - -_ - - 711.1.FT wF. STRAP - 1 /4" - - - - - ST uT - - 3' Minimum ITMICK PLATE[ WASHER - - - 3' THREAD,/ 1 NOMINAL INSID " .X/ 3/4' AVACHOR - DIAMETER EXTRA � QOL, Corufwuon of 55X STRONG STEEL PIPE -�-"-. , ____ compaction required i A A qCENTER F CONCRETE CLASS "B' Galvonized Steel Hearn, 12 BENDS & LARGER W12 x 14 (min. size) CHART FOR UPPER SECTION VERTICAL BLOCKING HTE; STANDARD 90' HOOK ON END OF' ANCHOR 3' min, penetrotion into undisturbed BOLTS TO FACE CENTER OF BLOCCKS, soil , or os approved by the ACSA. CONCRETE BLOCKING FOR Side View a: A, a 4.. a f5 UPPER VERTICAL BENDS N.T.S. TYPICAL THRUST BLOCK IN FILL. AREA FiG. W -3A NTS TD --15 FIG, W3 -B TD -I6 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) VILLE THREADS WHICH IS JX OR APPROVED EQUAL r` THE LOCAL STANDARD. ( LENGTH OF BRANCH VARIES (2700 ?� MIN 2' TO 10' (2.-� 7 CU FT, 18 ALVE BO / GRAVEL r 6" GATE 36'MIN :F .' I VALVE P.S.I. CONCRETE 2500 BASE ND THRU T `� ,r .:', •°�'<, BLOCK UNDISTURBED STABLE -.-' SOIL, STEEL PILE ' Z3/47 THREADED RODS TO WH17N THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS, A HYDRANT IS LOCATED IN A FILL ANCHOR RODS SHALL BE GALVANIZED THE VALVE To TILE HYDRANT WITH 2-3/4' OR ASPHALT COATED THREADED ROOS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1- SURROUND WEEP HOLES V41H GRAVEL AND KEEP FREE OF CONCRETE 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN To THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE Box. 4, THE CATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAIUNG GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 Effective August 18, 2005 TD -17 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. _10'_..."I V WATER SEWER LOCATION OF EITHER UTILITIES (GAS, ELECTRIC, TEtEPHQNE, CABLE, ETC.) EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM e SEE PART 3, PARAGRAPH DI SEPARATION OF WATER b SEWER LINES, UTILITIES CROSSING A WATER OR SEVER EASEMENT SHOULD BE AT 90• TO THE RIGHT OF VAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W -I x 6" GREAANTT I PROPOSALS WILL BE SUBMITTED, TH4' SIDE VIEW B METER SIZE DUENSIIIN DIMENSION DIMENSION A B C I I!2' 3'1' 5'0'� 3.8' 2' 3'1' 110' 31e' 3' 5' M N. N 4' 5' HIM. 18• NIM. 6' Hat, GREAANTT I PROPOSALS WILL BE SUBMITTED, TH4' SIDE VIEW B DEGREE TO TEE VOL. Old -LINE VOL ( IFYPE „B„) OF DOOR HINGES i 11,75' DIAMETER DRILLED (FEET) THREADED COUPLING ito requirements of the project manual during the bidding process. d PVC NIPPLE AND CAP oABR H13LE FUR TBUCH READ or 55 NIPPLE AND CAP If T U H T C 90 2.50 ` NO. 57 STONE T13P VIEW w WATER 1" WM FEE TBD 4 TBD CONTR PIPE SLOPED 1 TO DRAIN IF ALLOWS VARIES 3' DIAMETER FLAT 2" GALV. OR BR SSDE 2.60 2.52 0-15 0,10 PIPE " 2 THREADED TAP UNOER.Q.& FACE 0.15 DEAD ENC} LIFT HANDLE (TYPE "A") 2.00 TYPICAL BLOW -OFF ASSEMBLY -- An "on-site" line is a line within project boundary lines 24' X 36' and not within a utility easement or right-of-way. For lines U T 3 L I T Y EASEMENT S C H E D U [L E from 5' of proposed buildings and inside refer to building ALUMINUM ACCESS �- 3.16 HATCH TYPICAL METER VAULT utility authority shall be of materials and installation as SIZE BRANCH AND VALVE THE SAME AS WATER MAIN--" - WATER PVC SLEEVE THRUST BLOCK VALLVE BOX M.JJ. FITTING-\ N.T.S. FIG. W -7A TD -2L .'ARIES -- VALVE BOX ,M J. PLUG j' VARIES / -ROD VALVE DEGREE TO TEE VOL. Old -LINE VOL ( IFYPE „B„) OF VARIES CLAD. (FEET) THREADED COUPLING ito requirements of the project manual during the bidding process. d PVC NIPPLE AND CAP oABR 1 or 55 NIPPLE AND CAP If T LUBRICATE ALL, THREADS H T METER BOX (SEE FIG. W-7) 90 2.50 ` NO. 57 STONE 0,24 w WATER 1" WM FEE TBD 4 TBD CONTR PIPE SLOPED 1 TO DRAIN IF ALLOWS VARIES VARIES 2" GALV. OR BR SSDE 2.60 2.52 0-15 0,10 PIPE " 2 THREADED TAP PLUG 0.15 DEAD ENC} 111 /4 (TYPE "A") 2.00 TYPICAL BLOW -OFF ASSEMBLY NTS FIG, W-8 TO -26 PLUG / 1 FOR ALL BENDS FOR TEE WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. in BEDDING DAS REQUIRED ax MIN T SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL SIZE OF (FEET) CLAD. (FEET) CU.YD. ito requirements of the project manual during the bidding process. d BEND G 0 V ER N M EN T A U T H O R I T I E S THE CONTRACTOR SHALL CONTACT THE UTILITY PURVEYOR TO VERIFY AND BEAR ALL COSTS WHICH WILL L H I T L H T Before beginning installation, Contractor shall verify with tocol 90 2.50 2.50 3.01 0,24 _COST -_TOTAL _COST �-�-PAID --_-Y__-`UNIT ^-^#- dimensions shown are approximate only and must be field WATER 1" WM FEE TBD 4 TBD CONTR verified and coordinated with other trades. Extras will not be 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0-15 0,10 2.00 2,25 2.50 0.15 - An "off-site" line is a line in a right-of-way, utility 111 /4 1.50 2.00 2.50 0.10 -- An "on-site" line is a line within project boundary lines E C H A^N I C A L and not within a utility easement or right-of-way. For lines U T 3 L I T Y EASEMENT S C H E D U [L E from 5' of proposed buildings and inside refer to building 90 3.66 3.16 3.21 0,43 utility authority shall be of materials and installation as CONTACTED THE UTILITY PURVEYORS TO ESTABLISH THE DEDICATION OF 'T'HE directed by that authority even if such a line is "on-site". FINISHED UTILITY SYSTEMS THAT WiLL REQUIRE EASEMENTS FOR 8' 45 2.66 2.66 2.77 1 0.26 commencement of work. NOT DEVIATE FROM THE ROUTE DESCRIBED HEREON WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE UTILITY AND ARCHITECT. Tops into public utilities shatl be performed in accordance with 22 1/2 1.66 2_16 2.69 0,13 3,16 2.91 2.66 0.32 Relocation of existing utilities (if any) shall be coordinated by 11 1/4 1,66 216 2.67 0.13 S U B M I T T A L S GAS LiNES 10' NO AS SHOWN Prior to order, submit manufacturer's literature on line, valve, 90 4.83 3.83 3.42 0,83 Site sewer shall have minimum slope per foot of .004 feet on 8" and larger lines and .0065 feet on 6" lines and 1/8" on 4" and 10" & 12• 45 22 1/2 3.33 2.33 3.58 258 2.95 2.86 0,43 0.24 3,83 4.00 2.83 0.52 house laterals. 11 1/4 1.83 2.33 2.84 0.18 Tap elevations were indicated on mechanical site plan are SDR 35 STONE 413' approximate. Contractor shall coordinate to ensure flush top. .-.---- ------------------------------------------------.--.--------------- --W-- WATER MAIN CLASS 52 SAND OR EARTH THRUST BLOCKS ARE REQUIRED WHENEVER T14E PIPELINE : CHANGES DIRECTION, CHANGES :SIZE, DEAD ENDS AND AT VALVES. USE 2500 P.S,I. CONCRETE. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS TS FIG. 3 -'M S I T E M E C H A N IC A L IN 0 T E S S I�T E E�C-H A^N-I C A L - --- U T I L I T Y F E E S C H E D U L E G E N E R A L _ ====================The requirements listed below ore intended to serve as an outline ^INFORMATION THE FOLLOWING WAS GIVEN BY THE LOCAL UTILITY PURVEYOR, IT IS INCLUDED HERE TO of general requirements. Additional requirements are set forth ALERT THE CONTRACTOR THAT THE UTILITY PURVEYOR WILL REQUIRE PAYMENT OF THESE CHARGES TO in the project manual. Contractor is cautioned consider all COMPLETE NECESSARY WORK, ito requirements of the project manual during the bidding process. d �1t7 G 0 V ER N M EN T A U T H O R I T I E S THE CONTRACTOR SHALL CONTACT THE UTILITY PURVEYOR TO VERIFY AND BEAR ALL COSTS WHICH WILL Contractor shall obtain all necessary permits and pay all BE CHARGED BY THE UTILITY THROUGH THE COMPLETION OF THE PROJECT TO ITS CERTIFICATE OF required installation and service tap fees, access fees, and OCCUPANCY, THIS SHALL INCLUDE COSTS DESCRIBED BY THE PURVEYOR AS 'BY OWNER' UNLESS impact fees. ALREADY SPECIFICALLY PAID BY OWNER, ALL CHARGES SHALL $E PAID IN A TIMELY MANNER SO AS To Before beginning installation, Contractor shall verify with tocol AVOID DELAYS, utility purveyor that utility systems as indicated on the ct odocuments are approved by the utility. UTIL----- DESCRIPTION UNITS BY COMMENT ox �YGI _COST -_TOTAL _COST �-�-PAID --_-Y__-`UNIT ^-^#- dimensions shown are approximate only and must be field WATER 1" WM FEE TBD 4 TBD CONTR verified and coordinated with other trades. Extras will not be allowed due to lack of coordination. WATER 2' WM FEE TBD 3 As -built plans must be maintained throughout project and _TBD-__- _�--CONTR_-__ ____________________________________________________ --_ ------------_-.--.---furnished to Owner's Representative after completion of work. GAS GAS METER FEE TBD 4 TBD - GM PROVIDE & Consult project specifications manual for additional INSTALL r equirements. -BYUTIL - TBD T❑ BE DETERMINED BY THE CONTRACTOR Certain references may be mode to "on-site" or "off-site" lines. J - An "off-site" line is a line in a right-of-way, utility J easement, or other location under control of a governing SiTE/MECHANICAL CD18+0 REV 6/30199 authority. __- ----- --_- --- ---- -- -M -- An "on-site" line is a line within project boundary lines E C H A^N I C A L and not within a utility easement or right-of-way. For lines U T 3 L I T Y EASEMENT S C H E D U [L E from 5' of proposed buildings and inside refer to building __----..._-.-____._-___--_--___-_-----.-_•._--_._.__._..-._�._._-...___--._.___-.._._.___-__-__._- plans and specs. THE FOLLOWING INFORMATION WAS GIVEN BY THE LOCAL UTILITY PURVEYORS. Any line that is designated on the plan to be maintained by a IT IS INCLUDED HERE TO ALERT THE CONTRACTOR THAT THE OWNEiR HAS utility authority shall be of materials and installation as CONTACTED THE UTILITY PURVEYORS TO ESTABLISH THE DEDICATION OF 'T'HE directed by that authority even if such a line is "on-site". FINISHED UTILITY SYSTEMS THAT WiLL REQUIRE EASEMENTS FOR MAINTENANCE AND FUTURE SERVICE MODIFICATIONS, AS SUCH THE LAYOUT E X I S T I N G U T I L I T I E S OF THESE SYSTEMS HAVE GENERALLY AND/OR SPECIFICALLY BEEN APPROVED Contact utility company for on-site verification of location, size, depth, etc of a{I underground utilities prior to BY THE UTILITY(IES) TO COMPLEMENT THEIR EASEMENTS REQUIREMENTS. DO commencement of work. NOT DEVIATE FROM THE ROUTE DESCRIBED HEREON WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE UTILITY AND ARCHITECT. Tops into public utilities shatl be performed in accordance with ----------------------------------- --- utility company requirements. UTILITY SERVICE EASEMENT CAN BE COMMENT Refer to existing topo and utility survey for information of WIDTH SHARED existing utilities. Existing utilities reproduced on site -_--_---------_.-____---.•.._--_..-_...,--------------------_----------__,--._--_ mechanical plan for convenience only. SANITARY SEWER LiNES 20' YES AS SHOWN Relocation of existing utilities (if any) shall be coordinated by the Contractor with all governing authorities as to timing, repairs, charges, etc. Contractor shall pay all fees. POTABLE WATER LINES 20' YES AS SHOWN S U B M I T T A L S GAS LiNES 10' NO AS SHOWN Prior to order, submit manufacturer's literature on line, valve, and fittings for Owner's Representative approval. =-JJy==-==--^-------f--^-------�--- ------------- S A N I T A R Y S E W E R S Y S T E M SITE/MECHANICAL CD193 REV 6-22-95 Site sewer shall have minimum slope per foot of .004 feet on 8" and larger lines and .0065 feet on 6" lines and 1/8" on 4" and smaller lines unless noted otherwise. M E C H A N I C A L M A T E R I A L S C H E D U L E For clarity of the drawings, sewer lines connecting building to _ sewer main are often not specifically shown on the plan, Refer PIPE BEDDING BACKFILL MIN to house connection detail for connections of sewer mains with MARK MATERIAL MATERIAL MATERIAL CVR COMMENT house laterals. _ T Provide top elevation of manholes as required to be flush with --S-- SEWER PVC SAND OR EARTH finish grade. See grading plan for finish elevation of grade. ASTM D3034 GRADED Tap elevations were indicated on mechanical site plan are SDR 35 STONE 413' approximate. Contractor shall coordinate to ensure flush top. .-.---- ------------------------------------------------.--.--------------- --W-- WATER MAIN CLASS 52 SAND OR EARTH On force mains provide thrust blocks of 3000 PSI concrete at all ells, tees, crosses, and other changes in direction of line. See DUCTILE GRADED thrust block detail, IRON 4B' -------___---___------------------------'--_------__------___-------__--_- W A T E R M A I N S Y S T E M --DW-- DOMESTIC AWWA C50B check valves 150 PSI working pressure, WATER AWWA 0500 gate valves 175 PSI working pressure, LESS THAN PVC 2 SAND OR EARTH Cement lined ductile iron pipe shall comply with ANSI/AWWA 2' DIA, ASTM 2241 GRADED 42' C151/A21.51 and ANSI/AWWA C104/A21.4 for cement lining. SCH 40 STONE Cement lined mechanical joint ductile iron fittings shall comply 2' DIA, PVC SAND OR EARTH with ANSi/AWWA C110/A21.10. SDR 18 GRADED 42` PR ---150 STONE Provide thrust blocks of 3000 PSI concrete at all ells, and other --- changes in direction of water line. See thrust block detail, _yGvv-_--`GAS MAIN PROV PROVIDED UTILITY I TYCOMPANY F I R E L I N E S A N D H Y D R A N T S - -___- u - - _-' All sprinkler materials and installations shall comply with --DG-- DOMESTIC GAS PROVIDED AND INSTALLED BY G1AS UTILITY COMPANY current edition of National Fire Protection Association volumes _-~--- ~- 13 and 24. SITE_ MECHANICAL NOTES FOR ADDITIONAL REQUIREMENITS System shall also comply with applicable published standards of _SEE Factory Mutual System and insurance Services office/state-local fire morsholl's office of project location. Fitting shall be cement lined mechanical joint ductile iron fittings Complying to ANSI/AWWA C110/A21.10. Gate valves shall be U.L. Listed, 175 PSI min. Provide indicator valve & posts where required by NFPA code (in valve pits if necessary). Post indicator valve if called for on drawings shaft be manufacturer and model as required by local fire department. All fire hydrants must be traffic type approved by local utility authority and local fire deportment with 3 -way outlets and 5-1/4" valve opening. Refer to hydrant detail. Provide bollards as required for protection of fire hydrants, post indicator valves, or other such devices where such devices are not protected by concrete curbs or other barriers. See details on drawings, See building drawings for riser details. D O M E S T I C W A T E R S Y S T F M All local Shops shall have individual water meters whether shown specifically or noted as typical. Domestic water line occurs from point of "take --off" on water line up to water meter, refer to water meter detail. Domestic water lines shall use fittings of same material as line unless otherwise required by code authorities. Line material shall be per site mechanical materials schedule. L I N E C L E A R A N C E S Horizontal distance of 10 feet shall be maintained between water and sewer mains. A minimum separation of 18" Vert and horiz shall be maintained between all pipes. If a vertical distance between water main and sewer is less than 18" when water main crosses over sewer or anytime a water main crosses under sewer, the sewer main must be ductile iron pipe for a distance of 20 feet centered on the crossing. No joint shall be within 9 feet of the crossing. E X C A V A T 1 0 N A N D B A C K F I L L Earth backfill where specified shall be of some material and compaction as approved material generally used for structural fill elsewhere on this site (see excavation notes C-3). Pipe bedding shall be as scheduled. Stone bedding or backfill where required shall be 3/4" to 1-1/2" diameter compacted to 93% modified proctor. Sand shall be clean and without deleterious material. Refer to trench detail on drawings for limits of bed and backfill. Testing of trench bedding compaction shall not be required unless noted otherwise. Testing of trench backfill compaction shall be 1 field density test per 100 LF of backfill. T E S T I N G A N D S A N I T I Z A T 1 0 N All site mechanical lines must be tested and approved by local inspectors or utility authorities as applicable prior to covering of such lines. Copies of utility approval must be submitted to Owner's Representative before payment for work can be authorized. Any line that is to be maintained by the utility authority shall also be tested in accordance with the requirements and under the supervision of the utility authority. The following tests shall be performed on the site mechanical systems in the presence of the Owner's Representative and in accordance with the methods which are set forth in the project specifications manual: Water and fire piping - hydrostatic (200 PSi) and sterilization -- Sanitary sewer force main - hydrostatic (125 PSI) -- Gravity sanitory sewer main -- a,) Mirror/lomp test & air pressure test, and b.) Mandrel test 30 days after backfilling sanitize fire and water lines before placing any such line in service. Sanitize with a chlorine solution of at least 50 PPM in the water for a period of 24 hours or as directed to meet the requirements of local and state health departments. Duration of each waterline pressure test shall be not less than 2 hours. Q07/24/07 06/27/07 REVISIONS PER 2ND REVISIONS PER ACSA COMMENTS ACSA COMMENTS J. FEROWiCH iG. IND. 03200 Al REFERENCED DRAWINGS 01 1269_exist.dwg 02 1269_base.dwg 03 04 08/18/06 REVISED SHEET NUMBER AA 05/'1 B/O6 REIASED SHEET NUMBER PROJ. NO. • 1269 FILE NO. + 1269-C-5.2 MUE DATE • 02/23/06 PIAT SCAM • 1:1 Utility Detail Sheet Sheet, 18 of 23 G5.2 �.MCIN V CI n 0co" to �+ V C3 �+� m q 1 I Op n a o�S 14IMLlL . 7�,i 4?� �1t7 z< o§�azN ger-pc0a C.J (A VVV111 LLINb o � ow¢ LJwUz� yea 01 w IU rQQ5-yOJ �i 0'z F00 W, -0 >� 40 U ox �YGI x .. IDL NzaGBIW Q O r s t:7 Njoq o.F,: 2 IW �a J. FEROWiCH iG. IND. 03200 Al REFERENCED DRAWINGS 01 1269_exist.dwg 02 1269_base.dwg 03 04 08/18/06 REVISED SHEET NUMBER AA 05/'1 B/O6 REIASED SHEET NUMBER PROJ. NO. • 1269 FILE NO. + 1269-C-5.2 MUE DATE • 02/23/06 PIAT SCAM • 1:1 Utility Detail Sheet Sheet, 18 of 23 G5.2 W Z_a: w�4F-,`U=q U jmF-pONmO� 0. 2 I,J C ca !♦a7 a ED pUad)aaa.w aO�Q�oO ?" a o�S z< o§�azN ger-pc0a Ln o � ow¢ LJwUz� yea DG rQQ5-yOJ �i 0'z F00 W, -0 >� 40 go owl �C, 30 KapQ a. m tic N IDL NzaGBIW Q O r s t:7 Njoq o.F,: 2 IW �a C`J gqW�wOz:G�rFFn--Fyo�.JJ zoawaci�. 0W OWI�azS�')wh0�4 Oc J r w �WU=N� OHO-����� J -z �s ��lw u$ ozzov, L ou �/1woow ¢YIn¢CB 6',�N O4000Loo _J '+C J. FEROWiCH iG. IND. 03200 Al REFERENCED DRAWINGS 01 1269_exist.dwg 02 1269_base.dwg 03 04 08/18/06 REVISED SHEET NUMBER AA 05/'1 B/O6 REIASED SHEET NUMBER PROJ. NO. • 1269 FILE NO. + 1269-C-5.2 MUE DATE • 02/23/06 PIAT SCAM • 1:1 Utility Detail Sheet Sheet, 18 of 23 G5.2 INV Wal reens 104019)LL11INAIEE 5CHEDULE TY SDESCRIPTION 5 MOUNTIN�z A5�' F Ql1' Z-3 DIMENSIONS Coo er 51nq le (1) 'f -HS' Nll(94-N5 (1) MVR115 12800 15'-0' FLUSH In 13 Z-01 ! Cooper Wall Mounted Ci '0 none 8 0 —� (1) 'z -N5' CS1164-N5 l U MVR115 12800 now 100 AqA-6FMHARY 60CHEDULE A A NAME 1/0 DIMENSIONS UMS /WM9 WATTS / 5Q FT IQTY Walgreens OUT 619.4066 Q-3 R (13) Q- (8) 0.02 ! Z:\05 projects\05056\OLD SITE DWG\05056 C-6.0.dwg, C-6.0, 8/6/2007 12:09:19 PM LL. O Rz10 •LV � V) o, Q LL > �� Lj J C..) REFERENCED DRAWINGS 01 1269- oxlst,�.dwg 02 12851_base.dwp 03 04 A08/06/07' Revisions per P.C. Comments; PROJ. NO. S A N E -co ISSUE DATE - 06/01/06 FCppp v rn o ,�,s P4 P4 � Ci '0 P4 0 co Wq z'�bo!:2Zq Wz � C w a� LL. O Rz10 •LV � V) o, Q LL > �� Lj J C..) REFERENCED DRAWINGS 01 1269- oxlst,�.dwg 02 12851_base.dwp 03 04 A08/06/07' Revisions per P.C. Comments; PROJ. NO. - 05056 FILE NO. La ISSUE DATE - 06/01/06 FCppp (A LL. O Rz10 •LV � V) o, Q LL > �� Lj J C..) REFERENCED DRAWINGS 01 1269- oxlst,�.dwg 02 12851_base.dwp 03 04 A08/06/07' Revisions per P.C. Comments; PROJ. NO. - 05056 FILE NO. a 05056—C-6.0 ISSUE DATE - 06/01/06 PLOT SCALE - 1: 1 Walgreen's Site Plan Lighting Sheet 1.9 of 23 SHEET MY .�` �" ■ m R � r� } -,f- �' � D ALBE1WIE COUNTY, VIRGINIA VICINITY MAP NOT TO SCALD PR / �a 0 9 Q 2:105 Projectsk05056%OLD SITE DWGW5056_C-6.1.dwg, 8!6!2007 11:17:01 AM, PDF995 file created by LitePro 2,021 on $/2/2007 8:0811-16 PM CALCULATION SUMMARY AREA NAME DIMENSIONS I GRID / TYPE # PTS ISPAC IGROUP AVE I MAX I MIN MAX/MIN AVE/MIN New Area 528{20x407,00Ft New Grid / H -H 523 110.00 (+> 1.3 110,98 4{40 N/A N/A Wal reens 19) LUMINAIRE SCHEDULE TYP SY OL DESCRIPTION LAMP LUMENS MOUNTING/BALLAST LLF QTY Z-1 7, 6 Cooper Twin 90 (2) 'Z -HS' CS7164-HS (2) MVR175 12800 15'-0' FLUSH 1100 2 Z-3 --� Cooper Singgle (1) 'Z -HS' CS7164-HS (1) MVR175 12800 15'-0' FLUSH 1,00 5 Z-WM Cooker Wall Mounted (1) Z -HS' CS7164--HS (1) MVR175 12800 none none 1.00 3 / 0 / S48'38'10"W 1az.49' FV --''� 000 0,00 0,02 0,01 010 0 01 0,02 001 0 01 0,01 0,05 0,02 001 0,02 ON 0,10 0.40 1,95 0,37 010 0.73'0,10 01,22 1,02 0,47 0.15 + + 0105 0.1 0,06 0, 8 4 SEMINOLE TRAIL (U.S. ROUTE 29) 0 83 2,22 2,93 2,15 001 000 0102 5 r ww.�• O I `t Ul J 70 L„ .r3. 17 8,81 2,66 ,52 y 13 3,73 ,9 7, 6 y 84 W 1 I I I IZ---NM I II i I I I o E IRETAIL SHOPS of 001 000 0102 5 zJ J lU L,JJ JJ JL .UJ 1 I + � ...... `t Ul J 70 L„ .r3. 17 8,81 2,66 ,52 y 13 3,73 ,9 3,( 7, 6 y 84 W 1 I I I IZ---NM I II i I I I o E IRETAIL SHOPS of I 8,075 SE I � 0.( s I EEE 545.8 I U W a � 4 i I I of + 2 a 4. 4. 0. 006 , O5 + 0 05 05 01E 0.01) 0,0 0 ++ _0 0,1z- 0,00 001 0,02 0,03 003 0.02 0,02 + 0102 000 000 001 001 001 001 001 + 001 0,02 oro f + 0.09 012 012 �11 0 0,00 0.00 0.00 0.00 0,00 000 001 + 0.01 0,01 0.02 + 0.04 004 0.04 0,04 0,03 001 0,00 0.00 0,00 00 MEMOM 'UNFPA MiK*& FM PrOTkCfM A980CM1M Mawaom 000 000 0,00 0.00 0.00 000 0.00 + 0,00 + 0.01 001 + 0,02 0,02 001 001 a01 001 0.00 0.00 0.00 0.00 0.00 001 001 0.02 GRI PH/C SCAL' 20' 0 20' 40' THIS DRAWING IS GENERALLY DIAGRAMMATIC AND, EXCEPT WHERE SPECIFICALLY DIMENSIONED OR DETAILED, INDICATES THE GENERAL ARRANGEMENT OF THE WORK. THE CONTRACTOR SHALL INSTALL HIS WORK TO CONFORM AS NEARLY AS POSSIBLE TO THE LOCATIONS AND ARRANGEMENTS SHOWN. COORDINATE THE WORK WITH ALL OTHER TRADES TO AVOID INTERFERENCES, GLa'NN Jr MORRIS ELWFRWAL ZMINL'ER a P4 0 U I� rA � W h E u cm 00 , t t � }Q E ,Fj r1 M m I {� � y W �4 cI 9c N � �W s U W a � a P4 0 U I� 7 < aZ ILo_ ILL o wz cd rCL J _j > �V)W LLJ ~� t4x-rn a Lj o.� N� a V) �C) REFERENCED DRAWINGS 01 02 03 04 A08/06/07 Revisicons per P.C. Comments PROD. NO, • 1290/05056 FILE NO. • 05056_C-6.1 ISSUE DATE • 06/01/06 PLOT SCALE + 1:1 Retail Shops Site Plain Lighting Sheets 20 of 23 SHEET NO- r i l W t � { Cie {� � y W 9c j s 7 < aZ ILo_ ILL o wz cd rCL J _j > �V)W LLJ ~� t4x-rn a Lj o.� N� a V) �C) REFERENCED DRAWINGS 01 02 03 04 A08/06/07 Revisicons per P.C. Comments PROD. NO, • 1290/05056 FILE NO. • 05056_C-6.1 ISSUE DATE • 06/01/06 PLOT SCALE + 1:1 Retail Shops Site Plain Lighting Sheets 20 of 23 SHEET NO- r i l 1-w McGRAW-EDIS0I1REFLECTOR ORIENTATION LEGEND LITHONIA Z l7 BUILDING BUILDIN6 GL ~ PARKING AREA c::: PARKING AREA ~� O V) C J T- < X z <C If L-1-11 &LO itw ktM4 LL SYMBOL ON FACTORY PHOTOMETRIGS SYMBOL ON FAGTORY PHOTOMETRI65 my w Uv u- cam. OL r=) - - LAMP PLACEMENT IN FIXTURE LAMP PLACEMENT IN FIXTURE O WG5716 4Q --q KSF2 In WG5 I162 -3O -q < < _X OL Z DOTE: I. 3500 P51 MIN. 28 DAY COMPPE561YE STRENGTH GONG. W GRADE bo RE-5AR5. 2, IF WATER 15 FR55ENT IN HOLE, REMOVE BEFORE POURING GONG. 3, FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTRURBED OR PROPERLY COMPACTED FILL PER. SPECS. ENLARGED CROWN DETAIL 2 NOT TO SCALE #5 TIES 12" 0.6. VERTICAL POLE GAP, FURNISHED AND INSTALLED BY ELECTRICAL M SECTION A -A INAIRE 0 SQUARE STRAIGHT STEEL POLE FINISHED DARK BRONZE POWDER COATED. SEE DRAWING E4.1, LUMINAIRE SCHEDULE AND POLE SPECIFICATION FOR POLE SELECTION. 2 AGGE55 HOLE WITH COVER AND E0.1A AGROUND LUG BEHIND COVER. BASE COVER, 5EE NOTE 6. GROWN, TOP OF CONCRETE BASE TO SHED WATER. - = i /-FINISH GRADE FOUR (4) ANCHOR II--kEINFOR INC STEEL. BSUIED WITH POLES. OLTS PPL I �I�j II I INSTALL CONDUIT CONCRETE BASE= I = BELOW FROST LINE POURED IN PLAG (MIN. 509 BY ELECTRICAL CONTRACTOR M Er IT FORM CONDUIT ONDUUI AND KRINO TO OTHER FIXTURES. F - Z -00(p 0 LIGHTING STANDARD ELEVATION NOT TO SCALE W E-+ 0 P4 0 u 00 N gmtE cMV E Q ap �N Lu w IA s.a�8� m�ggqgzo�W-oO cc try AL1��N�aU I h 8:0, rc m m •- 0 cc O ' U G� W o (n r O I3 O -moo w �• �.� 'rim • LiJ j LLJ F- w N 017 { z I.. 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K ZLo Q iW�D'ZD��rc� KF- I.J W p �,4�U0�o N s N�?yw�m�wD�xZ�mg Z CL �- S U' a W CL �..UOSaz N �W�&}�.���ooz ��0 4' ¢2¢ Uw42�=�Np OOwz p.�Y pG -.A fCUw�pwj3����map�pa paj �, W 'J t .�j�2a�Zifl In .�W piU uU�N00z0 �2www--.w�iD Ufl-w0{� w FVlam�;-�fnOQVpLtiUUQ� J "i 1i vt O rw� PHILIP A. ROYB NO. 009096 , REFERENCED DRAWINGS 01 1269—exist.dwg 02 1269_base.dwg 03 04 A 0\REVIS'EDOSHEET NUMBER A 05/118/06 REVISED SHEET NUMBER PROD. NO. • 1269 FILE NO. • 1269-C-7.0 MUE DATE • 02/23/06 PLAT SCALE • 1:1 Site Landscape Plan (Phase 1) Sheet 22 of 23 SFIEET No: _< V7 V n p — 4— j cr — LL W LJ —, U) �] • �--! �0. Ri w > w o �a a Z* 0') p rd Lij N cd o J-4 GO = U REFERENCED DRAWINGS 01 02 03 04 08/18,/06 REIASE1D SHT. NUMBER A 05/18,/06 REASEII7 PER CITY COMMENTS PROD. NO. • 11269 FILE NO. • 11269-C-7.1 MU DATE: • 02/23/06 PLOT SCALE * 1:1 Site Landscape Plan (Phase II) Sheet 23 of 23 SFIf.ET NQ: C-7ml 43xY-w�K-y-zw'w W 0, o00 0) UZpZ 0.mp��gOstn Y Oc W r0 Z�'4NOwU �tN•[iaZp F- O W VVVViiii py C? 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