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
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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
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WATER SERNCE (W 7B)
110 LF
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y : FLANGE TAPPED FOR 2 PIPE (W 78) ; HYDRANT Y W- 0
10" MIN SEPARA IION FROM
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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..........- ............. ........... . ............. - ........... ,.• ' `• "•
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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
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44
46
E710ST
PR
P
TREE :;' ": , ' rd,
PUBLIC WgRKS SID DETAIL (T -2)
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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
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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