HomeMy WebLinkAbout21st St. Hendricks to Sheridan Utility ImprovementsState of Washington Standard Specifications for Road, Bridge and Municipal Construction, and any project— specific provisions
or conditions, and requirements.
3. Temporary erosion control measures are required and shall comply with the stormwater code, Chapter 5 of City EDS
Standards and WSDOT /APWA Specification 1- 07.15 as follows:
a) Erosion control plans shall be submitted to the City, approved by the City, and implemented by the contractor
prior to distrubing any soil on the site. Submittal and approval of these plans shall precede any construction activity on the
site.
b) All permanent storage and retention /detention areas used as part of the temporary erosion control and water
pollution /flood activities and conveyance systems shall be cleaned of all silts, sand, and other materials following completion of
construction and the permanent facilities shall then be completed including permanent infiltration areas.
4. Horizontal and vertical controls /datum as adopted by the City shall be used, uless approved otherwise.
5. The contractor shall be fully responsible for the location and protection of all existing utilities. The contractor shall verify
all utility locatons prior to construction by calling Underground Locate at 1 —800-424-5555 a
minimum of 48 hours prior to any excavation work.
6. All non— ferrous pipe and services shall be installed with c itinuous tracer tape installed 12" to 18" under the final ground
surface. The marker tape shall be 4" wide minimum plastic non— biogradable, metal core or backing marked and color coded
for the utility to be marked and which can be detected by a standard metal detector. Tape shall be Terra Tape "D" or
approved equal. Inaddition to tracer tape, force mains and curved mains shall have a 14 gauge coated copper wire, wrapped
around the pipe, brought up, coated stripped, and tied off at the valve stem or manhole ring. The tape and wire shall be
furnished and installed by the contractor.
7. Temporary street patching may be allowed with the approval of the City Engineer. Temporary street patching shall be as
described in Chapter 6 of the EDS.
8. The contractor shall provided a traffic control plan(s) for review and approval by the City Engineer in accordance with the
Manual on Uniform Traffice Control Devices (MUTCD).
9. The contractor shall have a copy of the approved plans and permits at the construction site at all times.
10. Special structures shall be installed per plans and manufacturers' recommendations.
11. All distrurbed areas shall receive temporary and permanent erosion control in the form of vegetation establishment such as
grass seeding. A means shall be established to protect the permanent storm drain system prior to establishment of the
permanent erosion control measures. These methods shall s included in the erosion and sediment control plans in
50 0 25 50 100 accordance with Chapter 5 of these Standards.
12. Construction work hours shall be restricted to 7 AM to E PM, Monday through Friday, unless otherwise approved in writing.
13. The City Public Works Inspector shall be notified a minim im of 24 hours in advance of the need for an inspection.
i inch = 50 ft.
GENERAL CONDITIONS -- WATER
1. The City shall be given 72 hours notice prior to scheduling a shutdown of any portion of the water system. The existing
valve must be pressure tested to City standards prior to connection. If an existing valve fails to pass the test, the
contractor shall make the necessary provisionons to thest the new line prior to connection to the existing system or install a
new valve.
2. The existing valves shall only be operated by City employees during construction.
3. During the construction of mains and services, the contractor shall cap, plug, or secure the ends of such lines henever
the project is shut down at the end of the day so that contaminates will not enter the lines.
4. All linesl shall be chlorinated and tested in conformance with the standard specifications. Dechlorintation wll be Jone by
City forces at contractor expense.
5. All water mains shall be staked for grades and alignment.
GENERAL C ONDITI ONS - -- WASTE WATER (SEWER)
1. All work and materials shall conform to the City and WSDOT /APWA Standard Specifications.
2. The City shall be notified 72 hours prior to . .heduling a diversion of flows in the wastewater system.
3. During onstruction of mains and services, the contractor shall ca plug, or secure the ends of s:. -ch .:nes whenever the9PP9
project is shut down at the end of day so that contaminates will not enter the lines.
4. All lines shall be tested in conformance with the Standard Specifications. Prior to final acceptance of ill installations, the
City reserves the right to conduct an inspections of all main lines by the use of television equipment.
VICINITY. ti,AP 8c INDEX TO SHEETS 5. The City construction inspector shall be notified a minimum of 24 lours in advance of the time that a service connection
to an existing main is needed so that City inspection may be sched,ilec for the work. The inspector shall be present at the
time of the tap.
PORT. E I S E N B E I S ADD S EC 3 T3 O N I) W W. M . 6. Prior to backfilli ^g, all sewer lines and appurtenances shall be inspected and approved by the City's inspector. Approval
shall not relieve the contractor for correction of an deficiencies and o r failure as determinec b subsequent testing andY / P Y q 9
inspections. It shall e the contactor's responsibility to notify the City for the required ins ec.'ons.
j' 7. Approximate locations of existing facilities have been obtained from available records a, d -e shown for convenience. The
LISTLIST S H E E I S . _ contactor shall be responsible for verification of locations and to avoid damage to an additoral utilities not shown. IfOP9Y
conflicts with existing utilities arise during onstruction, the contractor shall notify the public works inspector and any changes9YP
required shall be OF Droved by the Public Works Director prior to commencement of related cL,:.struction on the project.
8. All sewer main extensions within the public r:-ht—of—way or in easements must be staked b• survey for line and gradeP _ Y '
prior to starting cc-istruction. 1 TITLE
2 21 st STREET ET GENER, L NOTES:
3 21 st STREET ET
1 ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF PORT TOWNSEND
4 GRANT ST 8c WATER DETAILS ENGINEERING. DESIGN STANDARDS..
5 SEWER D ETAI LS 2. SURVEY CONTROL PER CITY STD MON 14 & 17 FOR COORDINATES & BASIS
OF BEARING PER NAVD -88 FOR VERTICAL DATUM & NAD 83/91 FOR HORIZONTAL
DATUM; ALSO SEE EE ANDERSON SURVEY FOR PORT TOWNSEND.
LEGEND:
ANDERSc )_1V
EXISTING CONTOUR 176 ,J. N CIVIL ENGI. 1EERSPofWASy,' OWNER: AS BUILT 11/01/06
pp,. TNEWPAVEMENTv R ; cn SV RVET. FORSO HABITAT FOR HUMANITY
Po Box 658 21 st ST. CONSTRUCTION
563 ,fir Port Townsend, WA 98368PORTT0`,1 SEND, WA 98368 Hendricks St to Sheridan St
BENCH MARK
c
CITY OF PORT TOWNSEND 360) 385 (J398NDl/ /Ob NOTES SEWER D c
ETAI L_Sl
MON. NO. 9188
ELEV. 243.80 (NAD 19188) -
EXP. DATE: 05 / 05 / a
REF: SDP06 -012
SALE 20 DATE: MAY 25, 2006 SHEET 1 OF 5
GENERAL CONDITIONS:
SH EET 2 T - 1. A reconstruction meeting shall be held with the City prior to the start of construction. Pa SHEET 3 2 All workmanship and materials shall be in accordance with the City of Port Townsend Standards the current edition of the
State of Washington Standard Specifications for Road, Bridge and Municipal Construction, and any project— specific provisions
or conditions, and requirements.
3. Temporary erosion control measures are required and shall comply with the stormwater code, Chapter 5 of City EDS
Standards and WSDOT /APWA Specification 1- 07.15 as follows:
a) Erosion control plans shall be submitted to the City, approved by the City, and implemented by the contractor
prior to distrubing any soil on the site. Submittal and approval of these plans shall precede any construction activity on the
site.
b) All permanent storage and retention /detention areas used as part of the temporary erosion control and water
pollution /flood activities and conveyance systems shall be cleaned of all silts, sand, and other materials following completion of
construction and the permanent facilities shall then be completed including permanent infiltration areas.
4. Horizontal and vertical controls /datum as adopted by the City shall be used, uless approved otherwise.
5. The contractor shall be fully responsible for the location and protection of all existing utilities. The contractor shall verify
all utility locatons prior to construction by calling Underground Locate at 1 —800-424-5555 a
minimum of 48 hours prior to any excavation work.
6. All non— ferrous pipe and services shall be installed with c itinuous tracer tape installed 12" to 18" under the final ground
surface. The marker tape shall be 4" wide minimum plastic non— biogradable, metal core or backing marked and color coded
for the utility to be marked and which can be detected by a standard metal detector. Tape shall be Terra Tape "D" or
approved equal. Inaddition to tracer tape, force mains and curved mains shall have a 14 gauge coated copper wire, wrapped
around the pipe, brought up, coated stripped, and tied off at the valve stem or manhole ring. The tape and wire shall be
furnished and installed by the contractor.
7. Temporary street patching may be allowed with the approval of the City Engineer. Temporary street patching shall be as
described in Chapter 6 of the EDS.
8. The contractor shall provided a traffic control plan(s) for review and approval by the City Engineer in accordance with the
Manual on Uniform Traffice Control Devices (MUTCD).
9. The contractor shall have a copy of the approved plans and permits at the construction site at all times.
10. Special structures shall be installed per plans and manufacturers' recommendations.
11. All distrurbed areas shall receive temporary and permanent erosion control in the form of vegetation establishment such as
grass seeding. A means shall be established to protect the permanent storm drain system prior to establishment of the
permanent erosion control measures. These methods shall s included in the erosion and sediment control plans in
50 0 25 50 100 accordance with Chapter 5 of these Standards.
12. Construction work hours shall be restricted to 7 AM to E PM, Monday through Friday, unless otherwise approved in writing.
13. The City Public Works Inspector shall be notified a minim im of 24 hours in advance of the need for an inspection.
i inch = 50 ft.
GENERAL CONDITIONS -- WATER
1. The City shall be given 72 hours notice prior to scheduling a shutdown of any portion of the water system. The existing
valve must be pressure tested to City standards prior to connection. If an existing valve fails to pass the test, the
contractor shall make the necessary provisionons to thest the new line prior to connection to the existing system or install a
new valve.
2. The existing valves shall only be operated by City employees during construction.
3. During the construction of mains and services, the contractor shall cap, plug, or secure the ends of such lines henever
the project is shut down at the end of the day so that contaminates will not enter the lines.
4. All linesl shall be chlorinated and tested in conformance with the standard specifications. Dechlorintation wll be Jone by
City forces at contractor expense.
5. All water mains shall be staked for grades and alignment.
GENERAL C ONDITI ONS - -- WASTE WATER (SEWER)
1. All work and materials shall conform to the City and WSDOT /APWA Standard Specifications.
2. The City shall be notified 72 hours prior to . .heduling a diversion of flows in the wastewater system.
3. During onstruction of mains and services, the contractor shall ca plug, or secure the ends of s:. -ch .:nes whenever the9PP9
project is shut down at the end of day so that contaminates will not enter the lines.
4. All lines shall be tested in conformance with the Standard Specifications. Prior to final acceptance of ill installations, the
City reserves the right to conduct an inspections of all main lines by the use of television equipment.
VICINITY. ti,AP 8c INDEX TO SHEETS 5. The City construction inspector shall be notified a minimum of 24 lours in advance of the time that a service connection
to an existing main is needed so that City inspection may be sched,ilec for the work. The inspector shall be present at the
time of the tap.
PORT. E I S E N B E I S ADD S EC 3 T3 O N I) W W. M . 6. Prior to backfilli ^g, all sewer lines and appurtenances shall be inspected and approved by the City's inspector. Approval
shall not relieve the contractor for correction of an deficiencies and o r failure as determinec b subsequent testing andY / P Y q 9
inspections. It shall e the contactor's responsibility to notify the City for the required ins ec.'ons.
j' 7. Approximate locations of existing facilities have been obtained from available records a, d -e shown for convenience. The
LISTLIST S H E E I S . _ contactor shall be responsible for verification of locations and to avoid damage to an additoral utilities not shown. IfOP9Y
conflicts with existing utilities arise during onstruction, the contractor shall notify the public works inspector and any changes9YP
required shall be OF Droved by the Public Works Director prior to commencement of related cL,:.struction on the project.
8. All sewer main extensions within the public r:-ht—of—way or in easements must be staked b• survey for line and gradeP _ Y '
prior to starting cc-istruction. 1 TITLE
2 21 st STREETET GENER, L NOTES:
3 21 st STREETET
1 ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF PORT TOWNSEND
4 GRANT ST 8c WATER DETAILS ENGINEERING. DESIGN STANDARDS..
5 SEWER D ETAI LS 2. SURVEY CONTROL PER CITY STD MON 14 & 17 FOR COORDINATES & BASIS
OF BEARING PER NAVD -88 FOR VERTICAL DATUM & NAD 83/91 FOR HORIZONTAL
DATUM; ALSO SEE EE ANDERSON SURVEY FOR PORT TOWNSEND.
LEGEND:
ANDERSc )_1V
EXISTING CONTOUR 176 ,J. N CIVIL ENGI. 1EERSPofWASy,' OWNER: AS BUILT 11/01/06
pp,. TNEWPAVEMENTv R ; cn SV RVET. FORSO HABITAT FOR HUMANITY
Po Box 658 21 st ST. CONSTRUCTION
563 ,fir Port Townsend, WA 98368PORTT0`,1 SEND, WA 98368 Hendricks St to Sheridan St
BENCH MARK
c
CITY OF PORT TOWNSEND 360) 385 (J398NDl/ /Ob NOTES SEWER D c
ETAI L_Sl
MON. NO. 9188
ELEV. 243.80 (NAD 19188) -
EXP. DATE: 05 / 05 / a
REF: SDP06 -012
SALE 20 DATE: MAY 25, 2006 SHEET 1 OF 5
1
CONSTRUCTION NOTES
O2" AC /2" CSTC /8" AGG BASE
O2 "AC /6" AGG BASE DRIVEWAY (12 ft wide typ. see bldg plan)
OCONSTRUCT 4" PCC SIDEWALK 5FT WIDE (USE 6" PCC at Dwys)
4O CONSTRUCT 8" PVC SEWER MAIN & 6" LATEh4L LINES
O5 CONSTRUCT 2" CSTC /8" AGG BASE FOR TURNAROUND
OCONSTRUCT 8" CLASS 900 WATER MAIN & APPURTENANCES AS NOTED
O7 REMOVE EXISTING TREE - PROTECT ALL TREES NOT NOTED OTHERWISE
GCONSTRUCT 8" ADS STORM DRAIN AND CATCH BASINS
S +
5 N
p r+ r +
20 0 10 20 40 9 INSTALL STREET SIGNS
1-0 W W s gCv I I 10 INSTALL BIOSWALE PER DETAIL SHEET 5
N > 3 m O
F-- ,—, + 1 inch = 20 ft.
CD > 4 6 Sewer W _7 - IIII 11 I J
11 CONSTRUCT 5 FT PATH PER DETAIL SHEET 4
W - Q e r S t a t I Yl T y I C A O -+ w I III I 12 INSTALL INFILTRATOR UNITS PER DETAIL SHEET 5
L0 -
LLJ
o , 0 W III O
3 3 0 ~
lf ( 6 Doub(e WateI servlc z -
cU In
z z
CD -
CO - - IIIIIhiI < <
CT", -j> -, - I wW zo CTyplcal) LnCU 0 --
4 LD f--
33
pq Q Q U -+ L7 `-, Q C 3CU J Q
Qf—(CL z I `0
r— W uz
wf- zc oz w + PQ 4r- QCU w 15
3 WHJw _ 0 1-- W v'
z 3 = Cd 00 Pq 10 SE SHEET 4
4 0 2 1,_ M CO w
00 N -}- - CO rn 1.5
o 0) zwo Io _
11 5 f t wide Trail 4 H I V
to 2 th Street;
I- ee de-tai
of I ,
c CO I SHED VICINITY MAP 2
M .
200.
1
200 CENTER LIN GRADE Q
Lc) Cfl U -- — N S- ' v - - ENT ° or o o EXISTI r-, P VEM
11.5
FA
33
CONSTRUCTION
CENTE LINE
2 ELEVA ION
13 5--
11.5 1.5'
2% TYP
Tvn u00000.5
o-e v o c
S E DETAIL SHEET S
2 FT 4" AGG
L 6 10 +2 EIRE HYDRANT
o or,-- m
CONSTRUCT 8" CLASS40BEGTGRAV09 +67 END T GRAVEL HOUSE o 900 ATER MAIN 15 To
P P cn
SHOULDER (TYPICAL)
180
YD 0 REST NAM G
o
00
186
oo
Bo
w
LL
TYpica
uncl
w
w ry 188 18 6
CO
z
WV
CBS 1I
11 N89 006'53 "W 266.24' 12
line o f
N N L= 166 LFT
4" PCC SIDEWALK-
N c WATER MAIN -
o 00
MH #2
N
CO
CB #2
L= 271 LIFT 170
N
21 st St.
1 - 20
4
LOCATION F ER CITY INSPECTOR
6 1
121
pavement
00 M M M
I
WM WM WM
o
L0 M
CONSTRUCTION NOTES
O2" AC /2" CSTC /8" AGG BASE
O2 "AC /6" AGG BASE DRIVEWAY (12 ft wide typ. see bldg plan)
OCONSTRUCT 4" PCC SIDEWALK 5FT WIDE (USE 6" PCC at Dwys)
4O CONSTRUCT 8" PVC SEWER MAIN & 6" LATEh4L LINES
O5 CONSTRUCT 2" CSTC /8" AGG BASE FOR TURNAROUND
OCONSTRUCT 8" CLASS 900 WATER MAIN & APPURTENANCES AS NOTED
O7 REMOVE EXISTING TREE - PROTECT ALL TREES NOT NOTED OTHERWISE
GCONSTRUCT 8" ADS STORM DRAIN AND CATCH BASINS
S +
5 N
p r+ r +
20 0 10 20 40 9 INSTALL STREET SIGNS
1-0 W W s gCv I I 10 INSTALL BIOSWALE PER DETAIL SHEET 5
N > 3 m O
F-- ,—, + 1 inch = 20 ft.
CD > 4 6 Sewer W _7 - IIII 11 I J
11 CONSTRUCT 5 FT PATH PER DETAIL SHEET 4
W - Q e r S t a t I Yl T y I C A O -+ w I III I 12 INSTALL INFILTRATOR UNITS PER DETAIL SHEET 5
L0 -
LLJ
o , 0 W III O
3 3 0 ~
lf ( 6 Doub(e WateI servlc z -
cU In
z z
CD -
CO - - IIIIIhiI < <
CT", -j> -, - I wW zo CTyplcal) LnCU 0 --
4 LD f--
33
pq Q Q U -+ L7 `-, Q C 3CU J Q
Qf—(CL z I `0
r— W uz
wf- zc oz w + PQ 4r- QCU w 15
3 WHJw _ 0 1-- W v'
z 3 = Cd 00 Pq 10 SE SHEET 4
4 0 2 1,_ M CO w
00 N -}- - CO rn 1.5
o 0) zwo Io _
11 5 f t wide Trail 4 H I V
to 2 th Street;
I- ee de-tai
of I ,
c CO I SHED VICINITY MAP 2
M .
200.
1
200 CENTER LIN GRADE Q
Lc) Cfl U -- — N S- ' v - - ENT ° or o o EXISTI r-, P VEM
11.5
FA
33
CONSTRUCTION
CENTE LINE
2 ELEVA ION
13 5--
11.5 1.5'
2% TYP
Tvn u00000.5
o-e v o c
S E DETAIL SHEET S
2 FT 4" AGG
EXP. DATE: 05 / 05 / 08
OWNER:
aBITAT FOR HUMANITY
PO B x 658
LEGEND: Port Townsend, Wt-. 98368
Hor 1 "= 20'
BENCH MARK EXISTING CONTOUR --176
CITY OF PORT TOWNSEND
Vert 1 ''= 4' -
MON. No. 9188 NEW PAVEMENT
ELEV. 243.80 (NAD 1988)
ANDERSON
CIVIL ENGINEERS
SURVEYORS
PORT TOWNSEND, WA 98368
360) 385 -0398
AS BUILT -- 11/01/06
21st ST. CONSTRUCTION
Hendricks St to Grant St
PLAN 8c PROFILE
DRWN BY RWR
DESIGN BY MJ, .
SCALE 20 DATE: MAY 25, 2006 SHEET 2 OF 5
2'1
40 o or,-- m m
N
En
o Z-8"' PVC SEWER
L= 148 LET
SHOULDER (TYPICAL)
180
LO -1-
M M In o
oo w
LL
Existing gr uncl
w m
CO
z
z
In S on center line o f
N N L= 166 LFT
4" PCC SIDEWALK-
N c WATER MAIN -
o 00 LLB N
CO CO L= 271 LIFT 170
N N LOCATION F ER CITY INSPECTOR
11 121
pavement
PROFILE
r I c 8" WATER MAIN; C6' PCC @ DRIVEWAYS
PER SITE PLAN PRIORo0oNN00
19 0
15 FT LEFT ,,
C'
TO CONSTRUCTION)
z
190 W
S 187.65
N w
o CROSS SECTION — REF: T -8
S.O S _.0 1 70 21st STREET0
10 +33,00 T 12 +33,24
EXP. DATE: 05 / 05 / 08
OWNER:
aBITAT FOR HUMANITY
PO B x 658
LEGEND: Port Townsend, Wt-. 98368
Hor 1 "= 20'
BENCH MARK EXISTING CONTOUR --176
CITY OF PORT TOWNSEND
Vert 1 ''= 4' -
MON. No. 9188 NEW PAVEMENT
ELEV. 243.80 (NAD 1988)
ANDERSON
CIVIL ENGINEERS
SURVEYORS
PORT TOWNSEND, WA 98368
360) 385 -0398
AS BUILT -- 11/01/06
21st ST. CONSTRUCTION
Hendricks St to Grant St
PLAN 8c PROFILE
DRWN BY RWR
DESIGN BY MJ, .
SCALE 20 DATE: MAY 25, 2006 SHEET 2 OF 5
2'1
w w S =.01 70
N
En
o Z-8"' PVC SEWER
L= 148 LET 180
1 8 0152
LL
w
Q
CO
z
z
W0oLL, w 8" PVC SEWER -
N o N N L= 166 LFT 8" CLASS 900
N c WATER MAIN -
o :2 CO CO L= 271 LIFT 170
170
11 12 13
1 PROFILE
EXP. DATE: 05 / 05 / 08
OWNER:
aBITAT FOR HUMANITY
PO B x 658
LEGEND: Port Townsend, Wt-. 98368
Hor 1 "= 20'
BENCH MARK EXISTING CONTOUR --176
CITY OF PORT TOWNSEND
Vert 1 ''= 4' -
MON. No. 9188 NEW PAVEMENT
ELEV. 243.80 (NAD 1988)
ANDERSON
CIVIL ENGINEERS
SURVEYORS
PORT TOWNSEND, WA 98368
360) 385 -0398
AS BUILT -- 11/01/06
21st ST. CONSTRUCTION
Hendricks St to Grant St
PLAN 8c PROFILE
DRWN BY RWR
DESIGN BY MJ, .
SCALE 20 DATE: MAY 25, 2006 SHEET 2 OF 5
2'1
1
lI WM WM WM Q
J =lam
S
CO wz F-
m z r
CONSTRUCT 8' PVC I D o Q H W
F-- u < SEWER MAIN AND m JCO= oW z0 111111 +
o + 6 SERVICE TUBS
CZ 2 w a `i'
L 111111 + ,
W OJU ~Q 00 l3 J1yrT e Water service _ E=
LL
ILL! J F -I Q1 l- W C 3 0
LL 00Iock110LO00CLL.
CO CO
v ##
Q_ 4 3 2 m n
18 U
w (/) pq CD w
00
20C
0
t a-
m 00 wDECENTERLINEGRAO - O
EXISTING AVEMEN T 00
N - Existing round o 09900
on center line of
XNcoDpavementw
zO m
190 - L
d' W LLJ IL
N CD O
0 0
r-
off..
rn t`
N t\ N
Ln
S =.0156
180 S==-01 56
S =.0227 -
8,, PVC SEWER 8„ CLASS 900
260 LE T WATER MAIN
70 270 LET
13 14 11 5PROFILELEGEND:
Hor 1" 20
BENCH MARK EXISTING CONTOUR 182
CITY OF PORT TOWNSENIp Ve rt. 1 4
MON. N0. 9188
NAp lsas NEW PAVEMENT8oELEV. 243 ( )
v
LJ pq 1.5' 8 8 1.5'
v
v 1 1 P
Co 200 2
Z FT 4„ AGG S E DETAIL SHEET 5
o SHOULDER (TYPICAL)
w
N
X z 8„ WATER MAIN; w - S
w 1 9 0 15 FT LEFT
o0 o
STUB 6 "SEWER
SERVICE & 1 WATER
N
SERVICE AS SHOWN
Ln
CROSS SECTION REF. T-9
21st STREET
12 +66,24 TO 14 +96,48
180
P F WA 'o ANDERSON
o
CIVIL ENGINEERS
e 665 &
SURVEYORS
IST
w NA 4 E SENDXte,. PORT TOWNSEND, WA 98368
Lico
EXP. DATE: 05 / OS / OS (q 60) 385-0398ff +
z
Ln o
170 - --
OWNER: AS BUILT 11/01/06
HABITAT FOR HUMANITY
21 st ST. CONSTRUCTION
Port Townsend, WA 98368 Grant St to Sheridan St
PLAN & PROFILE
DRWN BY RWR
DESIGN BY MJA
SCALE 20 DATc: MAY 25, 2006 SHEET 3 OF 5
TORT T City of Port Townsend - Public Works Department
Standard Detail
OF WASA
6" MIN
3/4 FEMALE X METER 2' MAX
3/4 BRASS
STREET ELBOW . '•' • . '•. • .
PROPERTY
1" COPPER, NYLON BALL 3 4" I LINE
VALVE, MUELLER H14265,
OR EQUIV LENT
6" BRASS NIPPLE
METER BOX –
CLOSE – j",zxPE 12" BRASS NIPPLE
gyp{
IPPLE
1 3/4" BRASS 3/4"
BULLNOSE TEE
3/4 BRASS _ SEE WATER SERVICE
STREET ELBOW CONNECTION – SINGLEI
3/4 FEMALE X METER
BACK OF WALK
SET METER AND BOX
TO FINISH 3RADE)
Date: April 1997 N.. DO. q.d.bn A> Water Service Connection
Approved By: Double
F?le: E:\eng_std\standard\water Detail: W-2
OT TORT r City of Port. Townsend - Public Works Department -
Standard Detail
OF SIA
CARSON PVC METER BOX CUSTOMERMODEL #1419, OR
EQUIVALENT RESPONSIBILITY
PROPERTY
LINE
SHUT OFF WITH
LOCK WING GROUND KEY
110 COMPRESSION
MUELLER MODEL B25170,
OR EQUIVALENT
6 "MIN
2'MAX
3/4 FEMALE
SERVICE PIPE FLARE
TYPE K COPPER^ t
CORP STOP INLET
IRON PIPE THREAD
OUTLET FOR 110 COMPRESSION
CONNECTION, EQUAL *COPPERTOMUELLER #H- 15028, STUB OUTOREQUAL
k CHECK VALVE
Q
BED WITH PEA GRAVEL
OR WASHED ROCKxTOPROVIDEPOSITIVE
DRAIN OUT OF BOX * 5/8 "x3/4" METER
SENCES SRII
SERVICE SADDLE
WITH SST BAND
TAP SIZE AS REQUIRED
ROMAC MODEL #lOiS,
OR EQUIVALENT
NOTE:
1. A PRESSURE REDUCING VALVE INSIDE A SEPARAITE METER
BOX IS RECOMMEI•X)E;• WHERE STATIC PRESSURE IS GREATER THAN 80 PSI.
2. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON
CUSTOMERS PROPERTY AT LEAST 3' FROM THE WATER METER BOX.
3. SIZE OF FITT.'NGS AND TAP SIZE SHALL BE AS REQUIRED FOR
THE TYPE Or SERVICE.
4. 4c INDICATES ITEMS TO BE INSTALLED BY CITY.
Date: April 1997 N.. oar. gM.len BY " Water Service Connection
Approved By: Single 3/4" and I" Service
File: E:\eng_std\standard\water Detail: W- l A COQ
TORT rNA City of Port Townsend - .Public Works Department
Standard Detail
oP WA
BLIND OA O ` B
FLANGE T LUG T
BLIND
FLANGE
Q OA
90' BEND TEE TEE
BLIND FLANGE
OR SMALLER SIZE PIPE
45' BEND
Q QE' _.
0
GATE VALVE
22 1/2' BEND 11 1/4' BEND CROSS
THRUST BLOCK — TABLE
MIN. BEARING AREA AGAINST UNDISTURBED SOIL
SQUARE FEET
PIPE
SIZE
Q
FT'
Q
FT' FT'
QD
FT'
QE
FT'
QX
FT'
4" 3 1 1 1 1 NONE16" 4 4 2 1 1 NONE
8" 7 6 4 2 1 4
10" 11 10 6 3 2 6
12" 16 14 9 5 3 9
14" 22 19 12 6 3 12
16" 29 25 16 8 4 16
18" 36 31 20 10 5 20
20" 45 39 24 13 6 24
22" 54 47 29 15 8 29
24" 64 56 35 18 9 35
28" 87 76 48 24 12 48
30- 1 101 87 55 28 14 55
36"
DISMANTLING OF JOINT.
125 78 40 20 78
42"
19175
7 171 107 55 27 107
48" 257 223 140 71 36 140
TOR%' CityrCi of Port Townsend- Public Works Department
Standard Detail
MUELLER CENTURY
FIRE HYDRANT 4" NST STEAMER PORT
TWO 2 1/2"
4" STORTZ ADAPTER
MAX 4 ", NST PORTS
MIN 3"
0 0 18" MIN, 28" MAX
3" VALVE –BOX7CU. FT. MIN WASHED
GRAVEL PASSING 1 –Y2"
AND RETAINED ON 1 4"
MESH FOR DRAIN
MEGA –LUG CAST IRON TEE,
CONCRETE BLOCKING TO WITH 6" FLANGE °^ `" ''-
SIDE OUTLET
o< TORT T°
N City of Port Townsend - Public Works Department
Standard Detail
oP vmst GUARD POST
7--- SEE NOTE 2
Q BREAK AV
FLANGE
GUARD POST
SET NOTE 1
ELEVATION PLAN
FIRE HYDRANT GUARD POST
SEE NOTES 1 AND11UES: BE PLACED AGAINST 2)
1. BEARING AREA OF CONCRETE
UNDISTURBED SOIL (TYP) , rTHRUST– NOTES: BLOCK BASED ON 200 PSI PRESSURE
AND SAFE SOIL– BEARING LOAD OF TO BE PLACED CONCRETE
2,000 POUNDS PER SQUARE FOOT. AGAINST UNDISTURBED BLOCKING
SOIL (TYP) 1 GUARD POSTS SHALL BE 6' LONG, 8-IN DIAMETER
2. AREAS MUST BE ADJUSTED FOR OTHER 6" GATE VALVE
18" PRECAST CONCRETE OR 6' LONG, 6" D1AM SCH 40,
PIPE SIZES, PRESSURES, AND SOIL 16" X 8" X 4" MIN (FL X MJ) CONCRETE FILLED CLASS 52 STEEL PIPE. PAINTEDPAINTED
CONDITIONS, CONCRETE BLOCK WITH Two FILLED OF "RUST- O -LEUM" No. HI
GLOSS YELLOW PAINT.
3. CONCRETE BLOCKING (CLASS 3000)
6" DUCTILE IRON
MJ WITH RESTRAINT PIPE CLASS 52
42"
SHALL BE CAST IN PLACE AND HAVE CEMENT LINED 2 TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF
A MINIMUM OF 1/4 SQUARE FOOT 3/4" ALL THREAD ROD OR C -900 PVC FIRE HYDRANT OR 30" IF NOT ON LEVEL GROUND. I IBEARINGAGAINSTTHEFITTING.
3 VALVE MARKER POST SHALL BE 42" PORTABLE TRAFFIC4. BLOCK S;,ALL BEAR AGAINST FITTINGS DELINEATOR POST W /TWO REFLECTOR STRIPS. THEY
ONLY AND SHALL BE CLEAR OF JOINTS I I SHALL BE FURNISHED NEW AND UNUSED AND BURIED 24" TO PERMIT TAKING UP OR u
DEEP, TO LEAVE 18" EXPOSED AS A MARKER POSTDISMANTLINGOFJOINT. THE LETTER "V" AND THE DISTANCE TO THE VALVE
VALVE MARKE R F 7 ST SHALL BE STENCILED ON THE POST WITH 2" HIGH5. CONTRACTOR SHALL INSTALL BLOCKING NUMERALS, WITH BLACK ENAMEL PAINT. ADEQUATE TO WITHSTAND FULL TEST SEE NOTES 3, 4 AND 5) PRESSURE UNDER ALL CONDITIONS OF 4 VALVE MARKER POSTS SHALL BE INSTALLED FOR ALLSERVICE. VALVES LOCATED IN UNIMPROVED OR UNPAVED AREAS.
6. MINIMUM ROD DIAMETER SHALL BE VALVE MARKER POSTS SHALL BE SET IN A SAFE AND
3/4" ASTM A -307 WITH 36KSI YIELD REASONABLY CONSPICUOUS LOCATION.
STRENGTH 5 VALVE MARKER POSTS ARE NOT REQUIRED FOR AUXILIARY
HYDRANT VALVES. Date: April 1997 N.. W. gwlNen oy APB Date: April No. W. gMdon sr sPvdHorizontalThrust Fire HydrantY Date: April 1997 N• oa+, q.yr•r.a °
Fire Hydrant Guard PostApprovedBy: Blocks Assembly Ap ved e : YApprovedBy:
Approved By: and Valve Marker Pos: File: E:1eng_stdlstandard \water Detail: W-8 File: E:\eng • Detail: W-10 Dat : File: E: \eng_std\standard\water Detail: W -11
8
NORTH
ONNECT 12" ADS SD FROM
EX, CB TO EX PIPE; 110 _ 20'
20 0 10 20 40BACKFILLTOFINISHGRADE
1 inch = 20 ft. - LJ I
GRANT STREET PRIMARY NEIGHBORHOOD CONNECTOR4C-)
T U
I nCD
90 CP 5
CC) I - / 40 I GeotexNthe
M 00
r
8I
Q0 7 - 2% Cross slope or crown
L -1. _ \?d required for drainage
s "1
D)., 2 " -4"
may be reduced if
j—- %-v-Pu tcu Lu ziJ /o M.r.u.
U CONNECT TO EX, 5 Ft `— 0 tZ wlae I rail ' ----J
WIDE SIDEWALK to .20th Street;
See detail right CB #3 RIM 182,00
INFILTRATOR L= 62,5 FT; AS BUILT — — — 11/01/06
8 10 Bottom EL 180,00;
INSTALL 4 PVC PIPE FROM CB I 21 St ST. CONSTRUCTION
8" SD; L -20 F-T; REGRADE TO INFILTRATOR PER Grant St Swale PathwayEX, SWALE WITH 311 SIDE MANUFACTURER'S INSTRUCTIONS WATER DETAILSSLOPESPERDETAIL •'
SIZE FSCM NIL. DWG NIL.
I SCALE 20 DATE: MAY 25, 2006 SHEET 4 OF 5
REV I
TORT
TINA - City of Port Townsend - Public Works Department
Standard Detail
1
2
3
NOTES:
1) BASE MAY NEED TO BE INCREASED DEPENDING ON SUITABILITY OF NATIVE MATERIAL
Date: April 1997 Ne. Daf* Rwidee By Aped Pavement Sections
Approved By:
File: EAeog_std\standard \transpo Detail: T-2
oQ ToRr r - City of Port Townsend - Public Works Department
N
Standard Detail
MINOR COLLECTOR LOCAL
GENERAL
ARTERIAL ACCESS
OASPHALT
CLASS B 4.0" 3.0" 2.0"
SURFACING
a f - PER SIDE, ENTRANCE ANGLE ITOBELIMITEDBYKNOCKOUTS
CLASS 4000 CONS I I
PIPE OUTER DIA PLUS CB o
a'
WALL THICKNESS SHALL
Right-of-Way Widen
OCRUSHED
TOP COURCE 4.0" 2.0" 2.0"
OGRAVEL BASE (1) 10.0" 10.0" 8.0"
NOTES:
1) BASE MAY NEED TO BE INCREASED DEPENDING ON SUITABILITY OF NATIVE MATERIAL
Date: April 1997 Ne. Daf* Rwidee By Aped Pavement Sections
Approved By:
File: EAeog_std\standard \transpo Detail: T-2
oQ ToRr r - City of Port Townsend - Public Works Department
N
Standard Detail
VANED GRATE PER STD SW -7A
SOLID COVER PER STD SW -713
2 "x4 %8" SOLID BRICK
USED FOR FINAL ADJUSTMENT
TO GRADE. 6 HIGH MAX\
C) h
i 6" OR 12"
6" OR 12" CONCRETE
RISER SECTION
CLASS 4000 .CONC 4t 1
61
i
I
TORT r City of Port Townsend Public Works. DepartmentQ
VARIES 5' TO 7'
A Op
1/2" REBAR IN 1 112" PVC —
LABEL S S STUB" INDICATE DEPTH
TO SERVICE TO NEAREST FOOT, ON BACK.
CQ
RMISHED GRADE I
Eli
77, 777R7777 /7/7777777 NX
I12GAUGEGALV. WIRE
d - ATTACHED TO PIPE AND
o STAKE I
s. a
20
a
n
20OX MIN. SLOPE
6" PVC
6=45' PIS ELBOW
PVC WYE ro Fir NOTES.'
GRAVITY SEWER AMIN
I. ROTATE THE 45• ELBOW TO ACHIEVE
THE PROPER ANGLE TO REACH THE
PROPERTY LINE WITH 5' OF COVER;
THE MINIMUM ALLOWABLE SLOPE IS 2X.
2. J' MINIMUM TO ADJOINING LOT UNE
J SERVICE TO SINGLE RESIDENCE
I END (r
TORT
pN ..City of Port Townsend - Public Works Department
N
Standard Detail
GENERAL
Or' RT5''l
MAINTENANCE HOLE COVER ---
of
3/4" PLASTER SMOOTH _
I—
NOTES (APPLY TO A MAINTENANCE unIE51L
1. PRECAST SECTIONS SHALL BE REINFORCED PER ASTM SPECS FOR CORRESPONDING
INSIDE 3: OUT
a f - PER SIDE, ENTRANCE ANGLE ITOBELIMITEDBYKNOCKOUTS
CLASS 4000 CONS I I
PIPE OUTER DIA PLUS CB o
a'
WALL THICKNESS SHALL
Right-of-Way Widen
SEWER PIPE.
2. 'OLYPROPYLENE SAFETY STEPS WITH 12.0" SEPARATION BETWEEN RUNGS.
3.
LADDER IN PRECAST BASE SECTION MAY BE CAST IN PLACE OR MOVABLE SAFETYUDDERGROUTEDINPLACE.
4. A' _ HOLES FOR PIPE SHALL BE BLOCKED OUT AT THE TIME OF CASTING OF THESECTION.
I
20" MAX. GROUTED
NOT EXCEED 20 ".
Z
f STREET
i
PRECAST RINGS MUST BE
5
CAST WITH GROOVE TO
FIELD INSTALL SAFETY STEP.
NOTES:
I
I
ELECTRICAL, CABLE AND
1ST STEP- MAX. 18"
d
1. ALL JOINTS WILL BE MOTARED IN AND OUT.
BELOW COVER.
8. MAINTENANCE HOLES TO BE WATER TIGHT INCLUDING EXTENSIONS TO COVER CASTING
rB SNTELEPHONESERVICE
BASE SECTION
Date: April 1997
48 " -60"
ICA
CONNECTION TO MAINTENANCE
A
HOLE WITH P.V.C. PIPE REQUIRES
PVC X CONC. ADAPTER). CAST CHANNEL WITH 3 PSI0
Approved By: Approved : PP B Y
CONCRETE CHANNEL 3/4'Q UP
PIPE, SLOPE 2X MIN.
CAST IN PLACE CHANNEL do SHELF
FIRE HYDRANT
I
R/W LIMIT J
SLOPE SHELF UffACE TO CHANNEL
AT APPROX. 1 2 PER FOOT.
Detail: SS-3
p
WATER METER
l
CUT OUT EX. PIPE, MAKE PVC x CONC. MAINTENANCE
SMOOTH INVERT do CHANNEL
N
AFTER NEW LINE IS
1-
NON SHRINK GROUT
W
EX. SEWER
8" MIN.
yy
t v v v v v
MAINTENANCE HOLE BASE
CATCH ASIN WATER
MAN ,
MONUMEN
b, WA MAIN
s S
CATCH ASIN DRS MAINTEN CE HOLE
SANITARY SEWER
SDSo—
CACli8 N --- - - - - --
I
ELECTRICAL, CABLE
I
AND TELEPHONE SERVICE I
I
i
NOTE
THIS DRAWING IS INTENDED ONLY TO ILLUSTRATE GENERAL LOCATION OF UTIunES
WITHIN THE RIGHT OF WAY.
Date: April 1997 No. Dot. R.ddoe I By Ap,e Typical Utility
LocationApprovedBy:
File: EAeng_std\standazd\transpo Detail: T-1
VANED GRATE PER STD SW -7A
SOLID COVER PER STD SW -713
2 "x4 %8" SOLID BRICK
USED FOR FINAL ADJUSTMENT
TO GRADE. 6 HIGH MAX\
C) h
i 6" OR 12"
6" OR 12" CONCRETE
RISER SECTION
CLASS 4000 .CONC 4t 1
61
i
I
TORT r City of Port Townsend Public Works. DepartmentQ
VARIES 5' TO 7'
A Op
1/2" REBAR IN 1 112" PVC —
LABEL S S STUB" INDICATE DEPTH
TO SERVICE TO NEAREST FOOT, ON BACK.
CQ
RMISHED GRADE I
Eli
77, 777R7777 /7/7777777 NX
I12GAUGEGALV. WIRE
d - ATTACHED TO PIPE AND
o STAKE I
s. a
20
a
n
20OX MIN. SLOPE
6" PVC
6=45' PIS ELBOW
PVC WYE ro Fir NOTES.'
GRAVITY SEWER AMIN
I. ROTATE THE 45• ELBOW TO ACHIEVE
THE PROPER ANGLE TO REACH THE
PROPERTY LINE WITH 5' OF COVER;
THE MINIMUM ALLOWABLE SLOPE IS 2X.
2. J' MINIMUM TO ADJOINING LOT UNE
J SERVICE TO SINGLE RESIDENCE
I END (r
TORT
pN ..City of Port Townsend - Public Works Department
N
Standard Detail
GENERAL
Or' RT5''l
MAINTENANCE HOLE COVER ---
3/4" PLASTER SMOOTH _
I—
NOTES (APPLY TO A MAINTENANCE unIE51L
1. PRECAST SECTIONS SHALL BE REINFORCED PER ASTM SPECS FOR CORRESPONDING
INSIDE 3: OUT
a f - PER SIDE, ENTRANCE ANGLE ITOBELIMITEDBYKNOCKOUTS
CLASS 4000 CONS I I
PIPE OUTER DIA PLUS CB o
a'
WALL THICKNESS SHALL
8" MIN. —
SEWER PIPE.
2. 'OLYPROPYLENE SAFETY STEPS WITH 12.0" SEPARATION BETWEEN RUNGS.
3.
LADDER IN PRECAST BASE SECTION MAY BE CAST IN PLACE OR MOVABLE SAFETYUDDERGROUTEDINPLACE.
4. A' _ HOLES FOR PIPE SHALL BE BLOCKED OUT AT THE TIME OF CASTING OF THESECTION.
20" MAX. GROUTED
NOT EXCEED 20 ".
Z
CONCRETE BLOCKS
OR PRECAST CONC. RINGS,
PRECAST RINGS MUST BE
5
CAST WITH GROOVE TO
FIELD INSTALL SAFETY STEP.
NOTES:
12 ", 24 ",36 ", 48"
1ST STEP- MAX. 18"
d
1. ALL JOINTS WILL BE MOTARED IN AND OUT.
BELOW COVER.
8. MAINTENANCE HOLES TO BE WATER TIGHT INCLUDING EXTENSIONS TO COVER CASTING
2. CATCH BASIN TO CONFORM TO WSDOT STANDARD PLAN B -1
Approved By: _
BASE SECTION
Date: April 1997
48 " -60"
Single
Sewer Service
CONNECTION TO MAINTENANCE
Ne. oeH
HOLE WITH P.V.C. PIPE REQUIRES
PVC X CONC. ADAPTER). CAST CHANNEL WITH 3 PSI0
Approved By: Approved : PP B Y
CONCRETE CHANNEL 3/4'Q UP
PIPE, SLOPE 2X MIN.
CAST IN PLACE CHANNEL do SHELF
Detail: S S -1 A
SLOPE SHELF UffACE TO CHANNEL
AT APPROX. 1 2 PER FOOT.
Detail: SS-3
p
6" MIN. COMPACTED FOUNDATION GRAVEL
NEW SEWER
CUT OUT EX. PIPE, MAKE PVC x CONC. MAINTENANCE
SMOOTH INVERT do CHANNEL HOLE ADAPTER
AFTER NEW LINE IS
ACCEPTED. NON SHRINK GROUT
EX. SEWER
8" MIN. CAST -IN -PLACE SHELF AND CHANNEL
t v v v v v
MAINTENANCE HOLE BASE
6" COMPACTED FILL
NEW MAINTENANCE HOE ON EXISTING SEWER
311 TYPICAL NATIVE GRASSES PER UPPER 6"
STATE ST RMWATER MANUAL C9S7. COMPACTION)
N SIDE SLOPES (OR MATCH EX, PVMT)
2' LEVEL
1' MINIMUM
TOP S IL/C MP ST
2' NEW S D
BIOSWALE TYPICAL ---- - - - - --
IMPORT GRAVEL —FINAL SAND BEDDING LIFT
OR AS DIRECTED BY (6" TO 12" ABOVE CROWN)
CITY INSPECTOR) I N EILTRAT R STANDARD COMPACTED TO 90%
TRENCH DETAI L 0-i
NOT TO SCALE
4" Ml• . SAND BEDDING
OBSERVATION PORT
2 END OPPOSITE CB TYPICAL TRENCH IN PAVEMENT
MOUND FOR ESTABLISH Ns
PROPER DRAINAGE I I VEGETATIVE COVER
NATIVE 6 MIN,, NON- TRAFFIC AREAS
12" MIN , H -10 LOAD AREASBACKFI.L ,
0000 00 O °° °O o
0000000 000
i °° 12"
EL OF BASE AS BUILT — — — 11/01/06
00000 °0p 0000 °000 °00000 °0 ° °°° „ „
0 ° °00 ° °00 ° °0 ° ° °0 ° ° °0 ° ° °00° 6.5 TO 4 PVC INLET PIPE
00 °000 °000000 ° °00 °00C'O°
0000° °°° °0000 °°° °0000° ° °0° 21 st ST. CONSTRUCTION6" CLEAN GRAVEL
3 6 " - Sheridan St to Cleveland St
SEWER/ MISC DETAILS
SIZE FSCM NO. DWG NO. REV
l
SCALE 20 DATE: MAY 1, 2006 :05/25/06 SHEET 5 OF 5
N MAY BE REDUCED TO 4" BEYOND PLUG.
GENERAL
PRECAST CONC BASE SECTION
W/MAX OF ONE 20 "0 KNOCKOUT Zi
NOTES (APPLY TO A MAINTENANCE unIE51L
1. PRECAST SECTIONS SHALL BE REINFORCED PER ASTM SPECS FOR CORRESPONDING
a f - PER SIDE, ENTRANCE ANGLE ITOBELIMITEDBYKNOCKOUTS
CLASS 4000 CONS I I
PIPE OUTER DIA PLUS CB o
a'
WALL THICKNESS SHALL
mo o,BRMCMOMUrO BE
ALA WY /AVMsAX A•OS
n WSPMrAWN A4*Rrw PMC #OR $ASSOCUrnoN
SEWER PIPE.
2. 'OLYPROPYLENE SAFETY STEPS WITH 12.0" SEPARATION BETWEEN RUNGS.
3.
LADDERIN PRECAST BASE SECTION MAY BE CAST IN PLACE OR MOVABLE SAFETYUDDERGROUTEDINPLACE.
4. A' _ HOLES FOR PIPE SHALL BE BLOCKED OUT AT THE TIME OF CASTING OF THESECTION.
NOT EXCEED 20 ".
Z
5 DINTCONFORMINGTO MAINTENANCENANCE HOLES SHALL BE FURNISHED WITH RUBBER GASKET
3
5 6. MAINTENANCE HOLES OVER 10' HIGH SHALL BE FURNISHED WITH 5" MIN. WALL. NOTES: 7. MINIMUM 3% SLOPE ACROSS MAINTENANCE HOLE CHHNNELd
1. ALL JOINTS WILL BE MOTARED IN AND OUT. 8. MAINTENANCE HOLES TO BE WATER TIGHT INCLUDING EXTENSIONS TO COVER CASTING
2. CATCH BASIN TO CONFORM TO WSDOT STANDARD PLAN B -1
Approved By: _
Date: April 1997 Ne. DO. Rwl.lon By Apw Single
Sewer Service
Date: April Ne. oeH Standard Maintenance Hole/New
Maint. Hole on Existing SewerApprovedBy: Approved : PP BY
Dale: TYPE I C A T C H BAS I N Detail: S S -1 AFile: E: \eng_std\standazd\san_sew
Detail: SS-3File: EAeng_std\standard\tan_sew
311 TYPICAL NATIVE GRASSES PER UPPER 6"
STATE ST RMWATER MANUAL C9S7. COMPACTION)
N SIDE SLOPES (OR MATCH EX, PVMT)
2' LEVEL
1' MINIMUM
TOP S IL/C MP ST
2' NEW S D
BIOSWALE TYPICAL ---- - - - - --
IMPORT GRAVEL —FINAL SAND BEDDING LIFT
OR AS DIRECTED BY (6" TO 12" ABOVE CROWN)
CITY INSPECTOR) I N EILTRAT R STANDARD COMPACTED TO 90%
TRENCH DETAI L 0-i
NOT TO SCALE
4" Ml• . SAND BEDDING
OBSERVATION PORT
2 END OPPOSITE CB TYPICAL TRENCH IN PAVEMENT
MOUND FOR ESTABLISH Ns
PROPER DRAINAGE I I VEGETATIVE COVER
NATIVE 6 MIN,, NON- TRAFFIC AREAS
12" MIN , H -10 LOAD AREASBACKFI.L ,
0000 00 O °° °O o
0000000 000
i °° 12"
EL OF BASE AS BUILT — — — 11/01/06
00000 °0p 0000 °000 °00000 °0 ° °°° „ „
0 ° °00 ° °00 ° °0 ° ° °0 ° ° °0 ° ° °00° 6.5 TO 4 PVC INLET PIPE
00 °000 °000000 ° °00 °00C'O°
0000° °°° °0000 °°° °0000° ° °0° 21 st ST. CONSTRUCTION6" CLEAN GRAVEL
3 6 " - Sheridan St to Cleveland St
SEWER/ MISC DETAILS
SIZE FSCM NO. DWG NO. REV
l
SCALE 20 DATE: MAY 1, 2006 :05/25/06 SHEET 5 OF 5