HomeMy WebLinkAboutKat Lane & Emma St. Utility Improvements100' WETLAND
BUFFER EDGE - - - -
8' -90' BEND w/ -
60 ARIZONA S TREE T THRUST BLOCKING
1 ..6
1'06'29" E - 249.3' N 0i -•_• " -..._" a A ••
QDWETLANDEDGE
14r
I ' I ;
100. DELINEATED
I 5 WIDE GRAVEL TRAIL -p
PER CITY STANDARDS 1 / ` I °_
1 OD
le A
o i' a.. I-1 d' TRAIL I
i EASEMENT
rnf ! I.., ( / ' ®® SINGLE SEWER I IS`TALL PAVED APRON I , A
j
j I `i i SERVICE (TYP.) / T ALL DRIVEWAYS rn €
001 / I ; `• I 8 PLACES)
4 90' BEND N
r
t . SEE DETAIL / _ -
THRUST BLOCKING -- y, - _
p 56LFN12'0CPeP cy. r' 275LF 4' C900 PVC
6 \ 0S =1.00%
CB \ #1, TYPE 1
RIM 630'
INV. 1.20 1 6"
S MH #1 + /
21 +39.34 _ N N 8 PVC RY SEWER N
N - --J
R1 _ - N - / T /
I IN N =52.7- -
I E =52.27
10' UTIL ESM'L -
1
W SERVICE STA. +37, 8.1' Lt. /:...
S OR SEED ALL I
M
4-0LF C900 PVC 6 / ., 8 PLACES) CB # ,TYPE 1
EX ED SOIL AFTER 3/4 F R I RIGATION ,, : :. / S E DETAIL) RIM 65.90
POND ONSTRUCTION (Cl 0 D) f" A. 11 +29, 8. ' Lt. / INV. = 63.68 _ -
IS COMPLETE 1 LFN12" PeP «` CB #2. TYPE 1 I ( I ROAD I NAME SIGN =zI
i 800PVC wy 1' ORIFICE LO. o , +
TRIM = 63 80
I // ( {
FIRE HYD °oqimS =1.00 !`• : ' .
INV. 61.76
I ASSEMBL ioq
SEED AIL) oj3' WID B + 8 PVC SAN SEWER / w
I = = i i ::,` 12' WIDE GRA RDWY. ' °oo
ELEV. .0 * SLOPE TO THE SOUTH 2%
60 7e y - _
I \ / / // ', +6° _ \ .A0 DETENTION _
I ^ / I
I
I ' 51 N8" C900 PVC, _
I POND ^ r I / , I _RAPr I I /i + OVERFLOW , f I ( I _____.__ __
SPILLWAY ' '
0¢.: /
220L.FfWBIO -SW SLOPE =2.3%
4' V. r' :I 7 «' OA 5o 1.5' DEEP w/ 3 SIDE SLOPES 8' TEE
BUN
GEC / SOD OR SEED EXPLOSED 8" G.V. (2 H) I / +
THR BLOCKIN ; ' . 'd 10' UTILITY ES 'T / SOIL AFTER IOS ALE THRUST BLACKING
100' D 1 + +, ', BLO OFF ASV. ; RI -RAP / CONSTRUCTION IS CO_ - - BOND :FLANGE
BU R EDGE ° - - - . ..... , ...................... ............................... - 0 ' 'g,u •249.3J CLEARING LIMITS Y/ wN....,0.1. E ............._. (rrP. '8OL.FN8 SCADS
GEARING LIMITS (TYP. 64-'"'"
CONNECT TO EXIST.
GENERAL NOTES:
8' GATE VALVE 1. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY
S_ .............i -- - - - - - PRIOR TO THE START OF CONSTRUCTION.
W - - - - - _ _ _ 2. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH
THE CITY OF PORT TOWNSEND STANDARDS, THE CURRENT EDITION OF THE
i EXISTING 8" PVC STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE
6 t4O'LF -8" 0900 PVC WATER MAIN AND MUNICIPAL CONSTRUCTION, AND ANY PROJECT- SPECIFIC SPECIAL
PROVISIONS OR CONDITIONS AND REQUIREMENTS.
4X4 POST 3. TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED AND SHALL
r f (TRAIL SIGN) COMPLY WITH THE STORMWATER CODE, CHAPTER 5 OF THE PORT TOWNSEND
STANDARDS AND WSDOT /APWA SPECIFICATION 1 -07.15 AS FOLLOWS:
A) EROSION CONTROL PLANS SHALL BE IMPLEMENTED BY THE
CONTRACTOR PRIOR TO DISTURBING ANY SOIL ON THE SITE.
SEE DETAIL SHEET 4 of 5 B) ALL PERMANENT STORAGE AND RETENTION /DETENTION AREAS
I I I USED AS PART OF THE TEMPORARY EROSION CONTROL AND WATER
14144-
r/ FOR CONCRETE BLOCKING POLLUTION /FLOOD ACTIVITIES AND CONVEYANCE SYSTEMS SHALL BE
OF WATER MAINS CLEANED OF ALL SILTS, SAND AND OTHER MATERIALS FOLLOWING
I to- COMPLETION OF CONSTRUCTION AND THE PERMANENT FACILITIES SHALL
r ' ( C4.-T BE COMPLETED INCLUDING PERMANENT INFILTRATION AREAS. j HORIZONTAL AND VERTICAL CONTROLS /DATUM AS ADOPTED BY THE
s ! 8 X8 X4 TEE ITY SHALL BE USED, UNLESS APPROVED OTHERWISE.
WITH THRUST BLOCKING 5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
4" GATE VALVE F.XMJ. AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL
VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLINGFLANGECOUPLERADAPTORUNDERGROUNDLOCATEAT1- 800 - 424 -5555 A MINIMUM OF 48 HOURS
I PRIOR TO ANY EXCAVATION WORK.
r 6. ALL NON- FERROUS PIPE AND SERVICES SHALL BE INSTALLED WITH
CONTINUOUS TRACER TAPE "INSTALLED 12" TO 18" UNDER THE FINAL
GROUND SURFACE. THE MARKER TAPE SHALL BE 4" WIDE MINIMUMIPLASTICNON - BIODEGRADABLE, METAL CORE OR BACKING MARKED AND
A_ ! COLOR CODED FOR THE UTILITY TO BE MARKED AND WHICH CAN BE
DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA
SS MH #2 TAPE "D" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, FORCE
STA. 7 +42.4$ 12' Rt.
MAINS AND CURVED MAINS SHALL HAVE A 14 GAUGE COATED COPPER
WIRE, WRAPPED AROUND THE PIPE, BROUGHT UP, COATING STRIPPED,
r RIM = 66.50 _ - - - AND TIED OFF AT THE VALVE STEM OR MANHOLE RING. THE TAPE AND
I J: W. 05- =- - - WIRE SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
15' STUBOUTS INV.(IN)N,W -57.63 7. TEMPORARY STREET PATCHING MAY BE ALLOWED WITH THE
TO BE INSTALLED W CAP APPROVAL OF THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL
Y / BE AS DESCRIBED IN CHAPTER 6.
8. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN(S) FOR
I - r REVIEW AND APPROVAL BY THE CITY ENGINEER IN ACCORDANCE WITHSTA. 7 +38, 8.1 t f = THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
v II CB #4, TYPE 1 9. THE CONTRACTOR SHALL HAVE A COPY OF THE APPROVED PLANS
2r RIM - 66.16 AND PERMITS AT THE CONSTRUCTION SITE AT ALL TIMES.
INV. = 64.16 10. SPECIAL STRUCTURES SHALL BE INSTALLED PER PLANS AND
f MANUFACTURERS RECOMMENDATIONS.
11. ALL DISTURBED AREAS SHALL RECEIVE TEMPORARY AND
I PERMANENT EROSION CONTROL IN THE FORM OF VEGETATION
ESTABLISHMENT SUCH AS GRASS SEEDING. A MEANS SHALL BE
r ESTABLISHED TO PROTECT THE PERMANENT STORM DRAIN SYSTEM PRIOR
TO ESTABLISHMENT OF THE PERMANENT EROSION CONTROL MEASURES.
ASPHALT, 2' THESE METHODS SHALL BE INCLUDED IN THE EROSION AND SEDIMENT
THICK (TYP.) ,gyp
CONTROL PLANS IN ACCORDANCE WITH CHAPTER 5 OF THESE STANDARDS.
12. CONSTRUCTION WORK HOURS SHALL BE RESTRICTED TO 7 A.M. TO
I / I 6 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE APPROVED IN
5 I WRITING.
13. THE CITY PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A MINIMUM
I I OF 24 HOURS IN ADVANCE OF THE NEED FOR AN INSPECTION. EVERY
EFFORT WILL BE MADE TO ACCOMMODATE SAME -DAY INSPECTIONS IF THE
5 CITY IS NOTIFIED BEFORE 8 AM.
1 " BLOWO
s 1`L8" C900 PVC PIPE STUB /
I 50LF w CAP do MARKER
ROAD_ NAh E SIGN
STA. 3 +69, 8.1' fit.-
of ,• -TYPE- T_ NEW 8 "PVC SEWER NEW CLEANOUT ' - 74
I / IM = 71.10 _ . ING LIMfTS STA. 2130 ".... « ".....
INV: = 68:94 - -- -- -- -- -- - XIS'T
L ........... re.. .......... .. .. .. ..:+r+t.""'• % / V / i/ / i- /
xa. rm'
l `L/ 10' WIDE GRAVEL ROAD---
RIPAP _._ "._...... __.. -- -- -- - - - - - - -- -
r- -- - - - 7- - - -
T5 - - -- - - -
J T
r'c --'t - - c------W---------------- 1' _ i _ =68.•14•• - - / l _ .. - - . IASSUME DATUM ,. .. .._""_......".."""" .............._.... .........._..............._.... ....._ "__.. .... 1 1 j_ _j ................ ....._.........._.............. .. -.........."......" ............................_. .... "..... .."........... _......... "......,.,......_....
SS RIM =62 95 /:... "__..__" ...._N_._..._... -_ -.._ "'"' OS= 00 %.........__... j .... ...........-.............. ........................_.... "- , ,.............................. .\ /
30LF -12 OADS CULVERT EMEgALD STREET _ _ - D. IEXT. SS MH o r RIP -RAP INLET & OUTLET , _ - _ _' - - - - - - ASP T 20 NEW 6" . }' END OF WATER MAINRIM59.43 LE. 1 61_00 _ _ - - -- / -' _ i ST 3 +89,,B-.r Lt. THICK 3NATER -MAIN- -- -' -
CROSSINGI. =60.70 / / 1 CB #6y TYPE 1 X
WETLAND EDGE / / / / / / T "PVC IDE SEWER
NV 69.10 •
RI 71.10 I w
DEUNEAIIED /')
APPROX. LOCATION)
EXIST. SS MH / / ! p 10 cv _
RIM = 62.95 ! / / 1 ! ^ ^ I LOT
78 _ C4
INV. ! I I LOT ^
INV.
IN)S=51.05
OUT)E =51.00 I LOT LOT
RECHANNEL AS LOT 7 8 9 10 w
NECESSARY TO 2 3 4 5 6 w \ ACCOMODATE NEW / !
PIPE, SEE SANITARY ! Iy
SEWER NOTES CNI
o
GRAPHIC SCALE
30 0 15 30 60
IN FEET )
1 inch 30 ft.
Rev No Revision Description Date By
1 REV. PER CITY OF PORT TOWNSEND COMMENTS 8/21/97 RB
2 REV. PER CITY OF PORT TOWNSEND COMMENTS 8/28/97 8/28/97 RB
3 REV. PER CITY OF PORT TOWNSEND COMMENTS 2/24/03 RB
4 REV. ROAD NAME 11/6/03 RB
5 REV. PER CITY OF PORT TOWNSEND COMMENTS 11/18/03 RB
r - - 68I 12 ALLEY
1.5 8' 8' 4'
SHLDR. SHLDR.
2% I 2
2" ASPHALT CLASS 'B'
2" CRUSHED SURFACING TOP COURSE
I I 8" GRAVEL BASE (BASE MAY NEED TO BE INCREASED
DEPENDING ON SUITABILITY OF NATIVE MATERIAL)
TYPICAL ROADWAY SECTION
KA T LANE
I (NOT TO SCALE)
1'
EXIST. SS MHO
U .
6 WILLAMETTE STREET
EXISTING 10" \ -_------------- -- - --
WATER MAIN - -- ---------W---------------------------------------
EXIST.
WATER ._ -_---
VALVE
Date 0111 j
Designed by J B
Drawn by R B
Checked by B
Scale 1 "=30'
r .4;
151 '
J.B. ENGINEERING CONSULTANTS, INC.
Consultants in Civil Engineering and Land Planning
8378 Provost Road NW
PO Box 3307, Silverdale, Washington 98383
Phone (360)698 -5852 Fax (360)692 -5600
ARTHUR KARNO
P. 0. B ox 9422
Marina Del Ray, Ca. 90295
2
w7144
A
PROVIDE TOPSOIL 2" ASPHALT PATH
FOR PLANTING
49 1.5' 8' 8' 1.5', 5' MIN. 5'-
SHLDR. SHLDR.
2%
2" ASPHALT CLASS 'B'
2" CRUSHED SURFACING TOP COURSE
8" GRAVEL BASE (BASE MAY NEED TO BE INCREASED
DEPENDING ON SUITABILITY OF NATIVE MATERIAL)
TYPICAL ROAD RYA Y SECTION
EMMA STREET
2" ASPHALT PATH PROVIDE TOPSOIL (NOT TO SCALE)
FOR PLANTING
5' --I 5' MIN. 1.5' 8' - - 89 1.5' 49
i
URSE
DEPENDING ON SUITABILITY OF NATIVE MATERIAL)
TYPICAL ROADWAY SECTION
EMERALD S TREE T
NOT TO SCALE)
FOWLER
5
S PARK ADDITION
BLOCK 26, LOTS 6-15
ROADWAY, STORM DRAINAGE,
WATER &SANITARY SEWER PLAN
Sheet 2
of 5
Job No. 12,34.
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STORM DRAINAGE PROFILE
Scale; Horiz: 1 " =30'
Vert: 1"=10'
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32 +70 33 +00 33 +30
70
50
33 +60
20 +30 20 +60 20 +90 21 +20 21 +50 21 +80 22 +10 22 +40 22 +70 23 +00 23 +30 23 +60 23 +90 24 +20
SANITARY SEWER PROFILE
Scale; Horiz: 1"=30'
Vert: 1 " =10'
Rev No
to
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Revision Description
M M M M
PER
d N E 40 U) dr4. om
RB
2 REV. PER
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PORT TOWNSEND COMMENTS 8/28/97 8/28/97 RB
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STORM DRAINAGE PROFILE
Scale; Horiz: 1 " =30'
Vert: 1"=10'
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32 +70 33 +00 33 +30
70
50
33 +60
20 +30 20 +60 20 +90 21 +20 21 +50 21 +80 22 +10 22 +40 22 +70 23 +00 23 +30 23 +60 23 +90 24 +20
SANITARY SEWER PROFILE
Scale; Horiz: 1"=30'
Vert: 1 " =10'
Rev No
to
w
Z
Revision Description Date By
1 REV. PER PORT
i>•I
COMMENTS 8/21/97 RB
2 REV. PER CITY OF PORT TOWNSEND COMMENTS 8/28/97 8/28/97 RB
3 REV. PER CITY OF PORT
ILI I
2/24/03
I
4 REV. ROAD NAME
0
80
11/6/031 RB
5 REV. PER CITY OF PORT TOWNSEND COMMENTS 11/18/03 RB
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Scale; Horiz: 1 " =30'
Vert: 1"=10'
q-q:
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u
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SANITARY SEWER PROFILE
Scale; Horiz: 1"=30'
Vert: 1 " =10'
Rev No
to
w
Z
Revision Description Date By
1 REV. PER CITY OF PORT TOWNSEND COMMENTS 8/21/97 RB
2 REV. PER CITY OF PORT TOWNSEND COMMENTS 8/28/97 8/28/97 RB
3 REV. PER CITY OF PORT TOWNSEND COMMENTS 2/24/03 RB
4 REV. ROAD NAME
0
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5 REV. PER CITY OF PORT TOWNSEND COMMENTS 11/18/03 RB
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J.B. ENGINEERING CONSULTANTS, INC.
Consultants in Civil Engineering and Land Planning
8378 Provost Road NW
PO Box 3307, Silverdale, Washington 98383
Phone (360)698 -5852 Fax (360)692 -5600
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J.B. ENGINEERING CONSULTANTS, INC.
Consultants in Civil Engineering and Land Planning
8378 Provost Road NW
PO Box 3307, Silverdale, Washington 98383
Phone (360)698 -5852 Fax (360)692 -5600
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GRA[?E:
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9 +60 9 +30 9 +00
6 +00 6 +30 6 +60 6 +90 7 +20 7 +50 , 7 +80
EMMA S TREE T PROFILE
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EMMA S TREE T PROFILE
P9
8 +10
4 +60 4 +30 4 +00 3 +70 3 +40 3 +10 2 +80 2 +50 2 +20
EMERALD S TREE T PROFILE
Scale; Horiz: 1 " =30'
Vert: 1 " =10'
ARTHUR KARNO
P.O.Box 9422
Marina Del Ray, Ca. 90295
1 +90 1 +60 1 +30 1 +00
FOWLER'S PARK ADDITION
BLOCK 26, LOTS 6 -15
PROFILES &DETAILS
Sheet 3
of 5
Job No 1234
Scale; Horiz: 1 =30 i-
r- Vert: 1"=10'
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EMERALD S TREE T PROFILE
Scale; Horiz: 1 " =30'
Vert: 1 " =10'
ARTHUR KARNO
P.O.Box 9422
Marina Del Ray, Ca. 90295
1 +90 1 +60 1 +30 1 +00
FOWLER'S PARK ADDITION
BLOCK 26, LOTS 6 -15
PROFILES &DETAILS
Sheet 3
of 5
Job No 1234