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HomeMy WebLinkAboutBeech Street; C to D Waterline ExtensionL Q TS 2 & 4, BLOCK 23 OF WEBS7FRS ADDI77ON /N SEC 77ON 2, TOWNSHIP 30 NORTH, RANGE 1 WEST, WILLAMETTE MERIDIAN IN THE CITY OF PORT TOWNSEND, STA 7E OF WASHINGTON RNISH GRADE COVER 1-wri 8 8 Zl F DOWNSPOU C Y - - >- , aY- r r - Y t d a Y .r t r - - ' t SET NEW DRIVEWAY QRA VE1 d ADE TOP OF MY t' \ : - DRAIN ROCK FILLED . .... - - SIZEYtr • - r•r . RAIN ROCKAy . :..:.: ,_ ..,...,..... -Y ; ...:.: ..' EXCAVATED PlTNGV71HEDGE) ]i7 MATCH EMSTING `, \ } ` 7 7 ¢ ..::: VARIES W11N SITEGRADE ^n .r Y AR SEE Bcc.r IRIBUTAR Y Y --------- ,...,...:. M TABLE v Z 0 066QSL (MADE ;- G z, r y., y.. Y -i;, Y :- ,iii EXN 4 MANAGEMENTYY :Y: t.. G P y Y 01Of _ 5 13 LF - 6' oSnN 5 r 1 h - , Pte. z E FACILITY SWMF) DRYWELL DETAIL t f F - + kINN z = S0 ... . . ...... . . . . . , . .. : . - , —. ...y . . , . -.r . „ - *. „ . .... - > r - . sn -. -Y .. . VK ) ' - - - - i .r - i n 3a. 1 L .i... :y l..0 - NOT TO SCALEYr. r . . MAA/ NWA S1Sn1'_ 4 WATER 4SIAM - - - - - OND - . I . , , :: . - - - EX SSMH - P > - VICINITY P 1 - 5001 +44 5f • ;1 +63i 3 p DEEP- - i.; RlM 5.1f 2 BLOW OFF dr GATE WAIL MAIN M r EX SSMIH ;_:: i:: _V T4 ___ ---- 3 - VALVE 1 "SOUTH OF , ! -.. - 2 P 2 +85fYCONNECT 3 +084f 3 - t IN lE L2f WATER SERNCE (W 7B) 110 LF r - -_ t -- t - - - - -_ : - 1t7 EAIS77NG 6 Y . i.. t 2 MBLE 1 2 -- -- -- -- 2 +82 BEdN 2 WRIER MAIN AT BOND 2 +72 / NSTALI 6` FIRE y : FLANGE TAPPED FOR 2 PIPE (W 78) ; HYDRANT Y W- 0 10" MIN SEPARA IION FROM y t - - - - :T 1 1 -_ t .. Y .. : Y EX B` PVC SS ° 1 . . : . —: 1 A — LENGTH VARIES W1T7/ TRIBUTARY REA SEE TABLE L ALL CONSTRUC770N SHALL BE IN COMPLIANCE WTH THE PORT t - KS DEPARTMENT STANDARD P DETAILSA0” MINIMUM TOWNSEND PUBLIC WnR LAN r - - - -- --- - - - - -- AND SPECFlCAIIAN p p - -- ----------- - - - - -- - -- 3" - 1•,I-OD 2 +00 3f00 i 2. AVOID CON5IRUC170N DURING FALL AND WINTER OR DINER A MINIMUM TYPICAL TRENCH i S r:,_- PERIODS LIKELY TO EXPERIENCE HEAVY RAINFALL. BEECH SI /BEET PROLE PRONDE MINIMUM OVERLAP m __'z: 3. CONSTRUCTION SITES SHOULD BE PROTECTED AND MAINTAINED. N . FlN157•lED GRADE SPECFlED BY MANUFACIURER3' 4. HORIZONTAL: = 20 R/ /CAL.` = 2 FILTER FABRIC- WRAP SIDES, ' BY 7 CONTRACTOR, I WRnNG, 46 HOURSINADVANCE OF ANY m ENDS AND TOP OF DRAIN ROCK ON —SITE STORMWA TER CONSTRUCDON ACCESS RESTRICT10NS 6` MIN 4` PERFORATED PLASTIC PIPE, POINT PERFORA77ON DOWN MANAGEMENT FACILITY 5 GROUND COVER SHALL BE ESTABLISHED ON ALL DISTURBED 1. a ; WASHED 3/4' - 1" DRA /N SWMF SURFACES, INCLUDING THE SHALLOW DRAINAGE SWALE AS FOLLOWS ROOF .. 1,117 • TEMPORARY SEEDING SHALL BE ANNUAL RYE OR OTHER APPROVED ROCK W/ 35X MIN VOID SPACELEADER > I .' FAST GERMINATING` GROUND COVER I'll, s, >s.> IN IL TRA ON TRENCH DETAIL E 7u r uE ss LL I - 10' REAR SETBACK 100 SWMF (DRYWELL OR /NRL IRA77aV - TRENCH) S2ZED PER TABLE C- 10" SIDE SETBACK . I I SWYF T e SWMF Minimum Dimensions Tributary area Volume Base Depth i Length Diameter rywe s roof c n a n a rywe s roof c n a n a Drywell 1,500 sf roof 4 c n a n a 6.4 Infiltration rent O s roo c n a Infiltration Trench 1,000 sf roof 36 cf 2 9 n a 2 In Trench 1,500 sf roof 52 cf 2 13 n a 2 TRENCH BOTTOM AND WALLS • PERMANENT SEEDING SHALL B KEN CK BL d A , TAI'll, SMALL BE SCARIFIED FESCUE, PERENNIAL RYE OR CHEWING FESCUE. THE APPLICATION2' — NOT PERM1T1E0 FOR RUNOFF FROM PARKING OR DRIVEWAYS SECTION A —A NOT TO SCALE RATE SHALL BE 120 POUNDS OF SEED PER ACRE. ALL *VRK SHALL BE IN ACCORDANCE WITH SEC71ON 11 -5.4.3 OF THE PUGET SOUND STORMWATER MANAGEMENT MANUAL 6. ALL EROS70N AND SEDIMENT CONTROL MEASURES SHALL BE THE RESPONSIBIUTY OF THE CON7RACT2R. THE MEASURES AND METHODS SHOWN ON THE PLANS ARE A MINIMUM FOR NORMAL WET WEATHER C CON0I77ONS THE CONTRACTOR SHALL UTILIZE ANY MEASURES REQUIRED 70 PREVENT EROSION AND 70 CONTAIN SEDIMENT 70 THE SITE. MIRAR 100 NS OR EQUIVALENT FlLTER FABRIC MATERIAL 60` WIDE ' 5' SIDE SETBACK Z STORMWATER MANAGEMENT FACILITY PROP. LINE OR AS INDICATED,.,,, ROLLS -USE STAPLES OR RINGS TO ATTACH FABRIC TO WIRE 7. ALL STORMWA7E7 MANAGEMENT FACUIIES (SWINE) SHALL BE. FUTURE SWMF (DR PER TABLE OR 1. 7RA77ON , Q (SWMF) MINIMUM D MENS ONS MIRAR 100 NS OR 2" MIN 2` X 2` BY 14 GA. WIRE LOCATED TO MAINTAIN 10' FROM ANY BULD/NG fWNDA770N. TRENCH) SIZED PER TABLE : FABRIC OR E0UlVALENT B PROVIDE POS177W DRAINAGE AWAY FROM ALL FOUNDA77a 10' I EQUIVALENT FlL TER co FUTURE ROOF LEADERS Z FABRIC MATERIAL ®5R MIN. 11111111 I 0 10 20 40 2" X 2` BY 14 GA. WIRE o o ENS77NGFABRICOREQUIVALENTIIGRADE SCALE 1' = 20' I w , EXISTING SS COVE77/1?lM ®STAIIOW 1 +44.5 ON BEECH o i _ r I STREET IS AR817RATY ELEVA77QY = . I _ BURY BOTTOM OFI , . 1 1. PRONDE 3/4` - 1 f /2" N _;.:.! RLTER MATERIAL IN _ . _ _ WASHED GRAVEL BACKRU , =: `D 8" X 12" TRENCH ' pGE r X R001 LEADERS TO SWMF I 6" MAX. PROPERTY LINE — — V I RE RED I Ew 23 CE IN D S OF RLTER FENCE "' CENTERLINE — N NRESp Rp,GE I FABRIC ON THE SURFACE EDGE OF EX d AVEL Gp i I . ,: 2' X 4" Wt701D POST OR 2, XS CE PO EDGE OF NEW GRAVEL - - - I I s I STEEL FENCE POST 8` 7RETCFI / SWALE I - I ; : 3 . `` N ELEVA TION WATERUNE _w_ Q SEC77ONRLTERFABRICFENCEASNEEDED70 '':'. • WATER ME7ER mIL. J :.... t. -`` PROTECT OFF-SITE PROPERTIES I . '., I NOTE. FILTER FABRIC APPLICABILITY WILL BE DEPENDENT ON WEATHER AND SITE CONDITIONS FlRE HYDRANT w1, .•, `' WA TER VALVE HI..........- ............. ........... . ............. - ........... ,.• ' `• "• r y[' r. .. _ lo' FRONT SETBACK . 12' WIDE d AVEL l ` RL TER FABRIC FENCE DETAIL SANITARY SEWER ss t .,,, °^ ROADWAY W /2" WIDE 12" RADIUS $.. : NOT TO SCALE SEWER MANHOLE Q r a, . ^. :• EX 4' IM,/WIRE GRAVEL SHOULDERS; FI A G ( ..` DESIGN ELEVATION 12. 45r:. • . ,, ;' , FENCE SEE DETAIL P S - R 11 : ,1 EXISTING ELEVA LION (123.4) 11 100J '. '` ;, iC e _ STA770NlNG ALONG ¢ 1 +23.45 9LTfENCE 1D PROTECT H 44 46 E710ST PR P TREE :;' ": , ' rd, PUBLIC WgRKS SID DETAIL (T -2) r Y ; :y'.. <.: i . .;L;; :r - j - - I - ... ..% - th'• aIPARA11GWSE ' rv r < s'r w. F c:i' OW SWALE PROVE OVE>7fZ lt7 E717S1/NG PAND S`: - --- t l \.• . YN _ o' r L• 4 • f0 LF• 1; 5 - EECH' STRE ,' RM s' Pvc S1U QON ti REZOCAIE EXISTING 5" Hldl ' IN -L 60' PUBLIC STREET RldlT- OF-WAYisKV7ENWIREfENCETO ' • • • . • 0. a2 APPROX SOUTH EDGE OF 60' EXJS77NG S5 5/8" WA1ER SERNCE X EXlS77NG SS MANHOLE 2' WIDE X 4` DEEP ' GROUND COVER PER NOTE 5 RIOT-OF -WAY (320 LFi) MANHOLE CANNEC110N (W -fA) CONSTRUCT 109 LF - BLIND FIANCE TAPPED CONSTRUCT STREET NAME SIGN COMPACTED GRAVEL I ( INSTALL SOD ON BASE INSTALL 6` PVC SEVER 2" HDPE WATER MAIN FOP 2` PIPE (W- 78) x`"-- -.(,6 STREET & D STREET) SHOULDER EACH SIDE 12" GRAVEL 6.5' WIDEDRIVEWAYSEEDRIVEWAYEDGE _ C1 SERNCE (SS -fA) SNVF (lNfKIRA 1/ON SWALE); 170' LOWG X 1' DEEP X 6" INDE FIRE HYDRANT ASSEMBLY '""-- ---r_x MATCH EXlS1/NG GRADE DETAIL 2" CSTC 2' SHOULDER 1r D I 5 " " "" 2` BLOWnFF ASSEMBLY W/GA1F X --- __ EXISTING dTADE r . r.;. l E y I ) t _„ ; ; S NEW S" GALE VALVE W -4 Sip S VALVE (W7B) IMMEDlA1EiY S0U1N & ISE ABUTTING GRAVEL DV7/VEWAY; SEF S'WALE DETAIL (W -10 do N) ) ONNECT 10 EXISTING 6` CROSS "`- -- EX 4 2X / ; f 'a.i - 1 r » 1 OF WATER SERNCE AT EXlS11NG CROSS 77:: __- e- c lj. j - RELOCATED 5' FENCE 3 8 GRAVEL BASEEXISTING + d ?ADE z - _ _ : I: W_ iiiY_ ® a A..,P .r. r CD0 q i"\ L CO v 8 7 6 5 4 3 2 1 0 STORMWA LOTS 2 & 4, BLOCK 23 OF WEBS US ADDITION IN SECTION 2, TOWNSHIP 30 NORTH, RANGE 1 WEST, WILLAMETTE MERIDIAN IN THE CITY OF PORT TOWNSEND, STA TE OF WASHINGTON 1 +00 1.0t% EX SSMH 1 +44.51 1 +63f RIM = 5.11 2' BLOW OFF & GATE IE = 1.2E VALVE 1' SOU7H OF WATER SERVICE (W -7B) 10' REAR SETBACK 100' 10' SIDE SETBACK FUTURE SWMF (DRYKU OR INFILTRATION TRENCH) SIZED PER TABLE FUTURE ROOF LEADERS ' 1 > SET NEW DRIVEWAY GRAVEL GRADE NORTH EDGE) TO MATCH EXISTING GRADE NA MIN 3.0' DEEP LF _ '2• PVC 2 +82 BEGIN 2' WATER MAIN AT BLIND FLANGE TAPPED FOR 2' PIPE (W -7B) 8' PVC SS 2 +00 BEECH STREET PROFILE HORIZONTAL: 1" = 20' VERTICAL: 1" = 2" SWMF (DRYWELL OR INRL7RA77ON TRENCH) SIZED PER TABLE SIDE SETBACK Z O 0 10 20 40 SCALE: 1' = 20' 1 7T2 +721 FIRE HYDRANT WITH (2) GUARD POSTS (W -10 & W -11) Effim 1 1WINW,Iffi l W, 5 sr3 1 2 +851 CONNEC7 TO EXISTING 6' CROSS TALL 6' FIRE ASSEMBLEY (W 10 3 +00 E)asn MAIN EX SSMH 3 +Obi 4f RIM = 7.41 lE = 0.71 8 7 6 5 4 3 2 1 0 SWMF T e SWMF Minimum Dimensions Tributary area Volume Bose Depth w E SIT E WIdth ILength Diameter B Drywell 500 sf roof cf n a n a z o Jg GV V -SITE STORM TER MANAGEMENT Drywell 1,000 sf roof c n1a 575 Drywell 1,500 sf roof 64 cf n a n7a 6.4 2 Infiltration Trench 500 sf roof 16 cf 2 4 n a 2 Infiltration Trench 1,000 sf roof 36 cf 1 2 9 n70___7- Infiltration Trench 1,500 sf roof 52 cf 1 2 13 n a 2 STORMWA7ER MANAGEMENT FACILITY SWMF) M/N /MUM DIMENSIONS RR p 10E I X ROOF LEADERS TO SWA/F R OpRP 3 FILTER FABRIC FENCE AS NEEDED TOLJPR07ECTOFF -SI7E PROPERTIES ^ i f0' FRONT SETBACK -, X p ' 12" W1DE GRAVELc:.,.:.;.. ROADWAY W12' WIDE4.''~•: a EX 4' Wt70D/N7RE 12' RADIUS c ' FENCE GRAVEL SHOULDERS; FIP "s A A11 : ' • • ( . 100 I • _ <• SEE DETAIL Ww cam+ H f...,.. ..... T —7 — e t''' 1 • .. i, . ARSEPATION JA, X a J • Y: i. t •• .d. .) . . 10.0' MNl SEPARA LION° • '` _ I' a'• f0 LF EECH S TR 'T' - 8 EE6' PVC .. .. APPROX SOUTH EDGE OF 60' EXISTING SS 5 /B" WA TER SERVICE ~- X EXlS77NG SS MANHOLE RIGHT- OF-WAY (320 LF_-) MANHOLE CONNECTION (W -lA) CONSTRUCT J09 LF - BUND FLANGE TAPPED X CONSTRUCT STREET NAME SIGN SILT FEND ro PR07ECTJ DOSTING PaW PROVIDE 0VE7•ZOW SWALE 70 iWSTING POND I G Q3SN _ 0 , 51010 ,! RELOCATE EXISTING 5' HIGH X47LIEN WIRE FENCE TO STATUS FINAL o.:l DATE: I REVISIONS: WATER SERVICE INSTALL 6' PVC SEWER 2" HDPE WATER MAIN FOR 2- PIPE (W -7B) x STREET & D STREET) SERVICE (SS -fA) SN F (NFTLTRAPON SWALE), 170' LANG X 1' DEEP X 6' wDE FIRE HYDRANT ASSEMBLY BASE ABUTTING GRAW2 DRIVEWAY,• SLOE' SWALE DETAIL (W -f0 & W11) OWNECT TO EXISTING 6' CROSS X - -- 2" BLOWt7lFF ASSEMBLY W /GATE X.` VALVE (W78) IMMEDIATELY SOUTH NEW S" C47E VALVE (W -4) OF WATER SERVICE AT EXISTING CROSS X X X X X X x_ _x X X X X AS- BUILT FIE HYDRANT ( f'ER ONWER 12118107) I FIRE HYDRANT ASSEMBLY & BLIND FLANGE TAPPED FOR 2' PIPE I 6" CROSS 109 -LF 2' HOPE ITT 1 L 2' BLOW'OF'F ASSEMBLY 10-LF 6" PVC 6' GV NEW WA TERLINE SCHEMA TIC DETAIL EX CROSS NOT 7D SCALE BEECH STREET PLAN SCALE: 1" = 20' prepared for: CODY OLSON 401 REDWOOD STREET PORT TOWNSEND, WA 98368 TEL: (360) 643 -0948 FAX: BY: DRAWN: MZ DESIGNED: MZ prepared by. QUADRA ENGINEERING, INC. 240 W. CEDAR ST. P.O. BOX 2356 SEQUIM, WA 98382 TEL: (360) 683 -7019 FAX:(360) 883 -7087 CHECKED: HTA RNIST-1 GRADE. COVER DRYWELL WITH NATIVE MATERIAL OR TOPSOIL A-7FlLTER FABRIC 2X AWAY POND T COI STREET 1V ARE T Wb o a o o O ROOF LEADER IN FROM O Go O ° O° DOWNSPOUTS DRAIN ROCK FILLEDJRDRAINOCK ' ° C,, EXCAVATED PIT, SIZE w E SIT EVARIESWITH OoGO Jo Oo O TRIBUTARY AREA; SEE BaaOa a °-0 Oho O °°o C °° O° ° C o ° TABLE D 5`a T z o Jg GV V -SITE STORM TER MANAGEMENT PaoF FACILITY (SRE) DRYWELL DETA /L NOT TO SCALE a 10' MIN SEPARATION FROM ALL BUILDING FOUNDATIONS LENG7H VARIES W1771 TRIBUTARY REA; SEE TABLE A D" MINIMUM r--- - - - - -- 3, - -- - - - -- -- - - - - -- - -- - -- A MINIMUM TYPICAL TRENCH I z FlNISTIED GRADE PROWDE MINIMUM OVERLAP i m SPECIFIED BY MANUFACTURERS' FILTER FABRIC. WRAP SIDES, ENDS AND TOP OF DRAIN ROCK ON -SITE STORMWA TERs" MlN 4' NT PERFORA PLASTIC PIPE, MANAGEMENT FACILI TYPOINTPERFORATIONDOWN WASHED 314" - 10- DRAIN LEADER ROCK W/ 35X MIN KWD SPACE •7 IYI TRENCH BOTTOM AND WALLS INFIL TRA TION TRENCH DETAIL SHALL BE SCARIFlED NOT PERMITTED FOR RUNOFF fROM PARKING OR DRIVEWAYS SEC77ON A —A NOT 70 SCALE PROP. LINE OR AS INDICATED 2' M /N. AMIRAFl 100 NS OR EQUIVALENT FILTER FABRIC MATERIAL 2' X 2' BY 14 GA. WIRE I FABRIC OR EQUIVALENT I o I I N c 4- 1 — MIRAR 100 NS OR EQUIVALENT FILTER FABRIC MATERIAL 60' WIDE ROLLS - USE STAPLES OR RINGS TO ATTACH FABRIC TO WIRE 2' X 2' BY 14 GA. WIRE In FABRIC OR EOUIVALENTI n i11= I I I BURII . Y BOTTOM OF I1FILTERMATERIAL /N .PROVIDE 3/- 1 1/2" -1 1 = I w WASHED GRA BACKf7LL I `° 8' X 12' TRENCH IN TRENCH AND ON BOTH SIDES OF FILTER FENCE 2., 6" MAX. FABRIC ON THE SURFACE 2" X 4" WOOD POST OR2' X 4" M900 POST OR STEEL FENCE POSTSTEELFENCEPOST8' SEC710N ELEVA 77ON NOTE: FILTER FABRIC APPLICABILITY WILL BE DEPENDENT ON WEATHER AND SITE CONDITIONS F/L TER FABRIC FENCE DETAIL NOT TO SCALE HUNI TY MAP 1" = 500' AA0lEi 1. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE PORT TOWNSEND PUBLIC WORKS DEPARTMENT STANDARD PLANS, DETAILS AND SPECIFICATIONS 2. AVOID C0NS7RUC77CN DURING FALL AND WINTER OR OTHER PERIODS LIKELY TO EXPERIENCE HEAW RAINFALL. r ii'i,' ac /: lIId/ lt'.'9t/ 9; IdIIIit •' I : tijI ' / a 1 • P/ it, !/ 1nt TI 7 4. LOCAL RESIDEN75 ON D AND BEECH STREETS SHALL BE NOTIFIED BY THE CONTRACTOR, IN WRITING, 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACCESS RESTRICTIONS 5. GROUND COVER SHALL BE ESTABLISHED ON ALL DISTURBED SURFACES, INCLUDING THE SHALLOW DRAINAGE SWALE AS FOLLOWS' 7EMPOIRARY SEEDING SHALL BE ANNUAL RYE OR OTHER APPROVED FAST GERMINATING' GROUND COVER PERMANENT SEEDING SHALL BE KENTUCKY BLUE GRASS, TALL FESCUE, PERENNIAL RYE OR CHEWING FESCUE. THE APPUCA77ON RATE SHALL BE 120 POUNDS OF SEED PER ACRE. ALL WbRK SHALL BE IN ACCORDANCE WITH SECTION II -54.3 OF THE PUNT SOUND STOIRMWATER MANAGEMENT MANUAL 6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE 7HE RESPOIVS761UTY OF 7HE CONTRACTOR. THE MEASURES AND METHODS SHOWN ON THE PLANS ARE A MINIMUM FAR NORMAL WET WEATHER COIVD177ON,S. THE CA'VTIZACTAR SHALL UTILIZE ANY MEASURES REQUIRED 70 PREVENT ERASION AND TO CONTAIN SEDIMENT 70 THE S77E 7 ALL STORMWATER MANAGEMENT FACILITIES (SwF) SHALL BE LOCATED TO MAINTAIN 10' FROM ANY BULDING FOUNDATION. 8^ PROVIDE POSITIVE DRAINAGE AWAY FROM ALL FOUNDATIONS, 10' 0 5X MIN. EXISTING SS COVERIPIM 0 STATION 1 +44.5 ON BEECH STREET IS ARBI7RATY ELEVATION = 5.0' LEM PROPERTY LINE — CENTERLINE - EDGE OF EX GRAVEL EDGE OF NEW GRAVEL - EH / SWALE TREE - TREE WATERUNE W WATER METER m FIRE HYDRANT WATER VALVE SANITARY SEWER O SS SEWER MANHOLE DESIGN ELEVATION 123.45 EXl57NG ELEVATION (123.4) STATIONING ALONG If 1 +23.45 PUBLIC WORKS STD DETAIL ( T -2 ENGINEERING, INC. O j ANO g Z 23347 O/ ST _ SS /0NAL LNG EXPIRES JAN 15. 2009 AS -BOIL T DECEMBER 78, 2007 Underground Utilities Location Services Call: TOLL FREE 800 - 424 -5555 THREE WORKING DAYS BEFORE DIGGING CITY OF PORT TOWN SEN D 2" WATERLINE EXTENSION BEECH STREET SOUTH OF D STREET PLAN AND PROFILE (REF SDP 06 -061 OLSON /KELLEY DATE: DEC 18, 2007 I JOB No: 06 -112 I SCALE: AS SHOWN SHEET: 1 OF: 1 ECE1]1 w ED 60' PUBLIC S7REE'T RIGHT- OF-WAY 2' WIDE X 4" DEEP R GROUND COVER PER NOTE 5 JAN - 3 ZQQ$ COMPACTED GRAVEL i I INSTALL SOD ON BASESHOULDEREACHSIDE12' GRA VEL UA 7CH GRADE DRIVEWAY E DRIVEWAY EDGE TAIL 2" CSTC 2• & 6.5' WOE CITY OF PODTD OWNSEND EX 51' DEEP E FENCE 2X EXISTING GRADE 7 31 EXISTING GRADE RELOCATED 5' FENCE 8" GRAVEL BASE j REMOVE ALL ORGAINIC &DELETERIOUS MATERIAL FROM ROADWAY SEC77ON; RELOCATE EX 5' FENCE f = COMPACTED NA LIVE SUBGRADE /, NATIVE —; EARTHINSTALL2' WATER j ;, CONSTRUCT DRIVEWAY SECTION OF MAIN; MIN 3.0' DEEP 6" WIDE BASE2' CS7 OVER 8' GRAVEL BASE, OVER COMPACTED NA77VE BASE (T -2) f0' MIN SEPARATION DRI "A Y EDGE DETAIL STORMWATER MANAGEMENTEX8" PVC SS; 5f DEEP; VERIFY LOCATION NOT TO SCALE BEECH STREET DRIVEWAY TYPICAL CROSS SEC7701V FACIUTY (SWMFI SWALE DETAIL NOT TO SCALE ENGINEERING, INC. O j ANO g Z 23347 O/ ST _ SS /0NAL LNG EXPIRES JAN 15. 2009 AS -BOIL T DECEMBER 78, 2007 Underground Utilities Location Services Call: TOLL FREE 800 - 424 -5555 THREE WORKING DAYS BEFORE DIGGING CITY OF PORT TOWN SEN D 2" WATERLINE EXTENSION BEECH STREET SOUTH OF D STREET PLAN AND PROFILE (REF SDP 06 -061 OLSON /KELLEY DATE: DEC 18, 2007 I JOB No: 06 -112 I SCALE: AS SHOWN SHEET: 1 OF: 1