HomeMy WebLinkAbout1.2-7300 Ph 3CL CENTERLINE SMH SEWER MANHOLE
INV INVERT SCO SEWER CLEANOUT
SO STORM DRAIN SDMH STORM DRAIN MANHOLE
MH MANHOLE EXIST EXISTING
CB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY
SCP STREET CONSTRUCTION PIAN P/L RIGHT OF WAY
T.O.M. 363.2 TOP OF MANHOE/TOP OF CLEANOUT ELEVATION
CONSTRUCT SEWER PER CITY STANDARDS
0 CONSTRUCT SEWER MANHOLE
TYPE 'A' PER C.O.B. STD. SW -4 AND SW -5.
® CONSTRUCT SRO CLEANOUT
PER C.O.B. STD. SW -6.
--- D CONSTRUCT STORM DRAIN PER CITY STANDARDS
0 CONSTRUCT STORM DRAIN
MANHOLE TYPE 'A" PER C.0.9. STD. SW -4 & SW -5.
CONSTRUCT CATCH BASIN
TYPE 'A" PER C.O.B. SID. D-14.
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A"
WITH 3.5' OPENINGS PER C.0.6. STD. D-14
UNLESS OTHERWISE NOTED.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED.
3) ALL SEWER LATERALS SHALL BE 4 INCH IN SIZE
UNLESS OTHERWISE NOTED.
4) NO SEWER LATERALS SHALL BE WITHIN 5' FROM
CLEANOUTS UNLESS OTHERWISE NOTED.
SECTION DESIGNATION:
SECTION LEVER
�__—_
SHEET WHERE SECTION IS SHOWN 2
q MULTIPLE UTILITY
I TRENCH
* Y MAX. I I I I I. I6TYP.
\ `
ON DEEP SEWER, SLOPE LATERALS
TO LOT UNE SO THAT THE END OF
LATERAL IS WITHIN REQUIRED
TOLERANCE.
STAMP AN "S" INTO CURB FACE
OVER EACH SEWER LATERAL
¢ SEWER MAIN
T& TYP.
FINISHED STREET
GRADE
DETAIL
VICINITY MAP
NO SCALE
F
1f MIN. �
SET LATERAL PROVIDING PROPER
CLEARANCE UNDER WATERLINE AND
UTIUTY TRENCHES
TYPICAL SEWER LATERAL INSTALLATION
* FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS,
THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTIUTY TRENCH.
THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN
CROSSING OVER THE WATERMAIN.
A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A
CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC
PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED.
NOTE: CONTRACTOR TO VERIFY THAT WATER MAIN. AND SEWER LATERAL
CROSSINGS ARE IN CONFORMANCE WITH CALIFORNIA HEALTH CODE REQUIREMENTS.
7' MAX.*
EXISTING SUMP
IFIL : 4 am 101 O l
SEWER AND STORM DRAIN PLANS
FOR
VESTING TENTATIVE TRACT 7300
13
12
TRACT 7299
(Nor A
,
23
TRACT 7302
__.(Nor A PART)
f�—LS Wi 17 /
UNI
TI
D
(NOT A PART)
r
27 29
SmEn um
C
N1T 24
,] ,6 1e ,e ,i ,Y 3 IAT
ill qaTI
TD, f
L
UNIT 2 loll
lNlsf A \ANTI�-
2a
\
zD \ \ z 7
\
zz
I
`�,,y� %U N 1 7 8
z,'®�j-\ INoT A/.PART)
U N 1 T 5/ 4 \ 8$ \ \/ \ 1D
(NM A PART)
12
"117 21
20\ ry \;a
\i v �� v'., a� U N I T d� � `v U N! /
�I v V A v/ (Nor A PARI)
z (NOT A PART)
INOT A PARI') { 14
22
24
12
V
� 1
SEWER IMPROVEMENTS
STOCKDALE
TOTAL
T. 30 S,
a
R. 26 E. y�Gy
0
1,257 LF
1,257 LF
4" LATERALS
1177 LF
1177 LF
STANDARD MANHOLE
0
6 EA
CLEAN—OUT
2
2 EA
<PROJECT
2 EA
SIT
STORM DRAIN IMPROVEMENTS
UNIT 3
TOTAL
W
100KLL
KM
�
MING
AVENUE
30" DRAIN LINE
90 LF
m aw rear
g
291 LF
291 LF
42" DRAIN LINE
b
116 LF
CATCH BASINS
d
o
P
STANDARD MANHOLE
1
2
OUTLET STRUCTURE
1 EA
z
STORM DRAIN IMPROVEMENTS (IN PUBLIC R.O.W.)
A0
TOTAL
18" DRAIN LINE
r�
a
30" DRAIN LINE
475 LF
475 LF
>n �a
19 LF
19 LF
WHITE LANE
S
3 EA
a
m
14
13
N
SOUTHERN PACIFIC
RAILROAD
STAMP AN "S" INTO CURB FACE
OVER EACH SEWER LATERAL
¢ SEWER MAIN
T& TYP.
FINISHED STREET
GRADE
DETAIL
VICINITY MAP
NO SCALE
F
1f MIN. �
SET LATERAL PROVIDING PROPER
CLEARANCE UNDER WATERLINE AND
UTIUTY TRENCHES
TYPICAL SEWER LATERAL INSTALLATION
* FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS,
THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTIUTY TRENCH.
THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN
CROSSING OVER THE WATERMAIN.
A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A
CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC
PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED.
NOTE: CONTRACTOR TO VERIFY THAT WATER MAIN. AND SEWER LATERAL
CROSSINGS ARE IN CONFORMANCE WITH CALIFORNIA HEALTH CODE REQUIREMENTS.
7' MAX.*
EXISTING SUMP
IFIL : 4 am 101 O l
SEWER AND STORM DRAIN PLANS
FOR
VESTING TENTATIVE TRACT 7300
13
12
TRACT 7299
(Nor A
,
23
TRACT 7302
__.(Nor A PART)
f�—LS Wi 17 /
UNI
TI
D
(NOT A PART)
r
27 29
SmEn um
C
N1T 24
,] ,6 1e ,e ,i ,Y 3 IAT
ill qaTI
TD, f
L
UNIT 2 loll
lNlsf A \ANTI�-
2a
\
zD \ \ z 7
\
zz
I
`�,,y� %U N 1 7 8
z,'®�j-\ INoT A/.PART)
U N 1 T 5/ 4 \ 8$ \ \/ \ 1D
(NM A PART)
12
"117 21
20\ ry \;a
\i v �� v'., a� U N I T d� � `v U N! /
�I v V A v/ (Nor A PARI)
z (NOT A PART)
INOT A PARI') { 14
22
24
12
V
� 1
SEWER IMPROVEMENTS
UNIT 3
TOTAL
6" SEWER LINE
225 LF
225 LF
B" SEWER LINE
1,257 LF
1,257 LF
4" LATERALS
1177 LF
1177 LF
STANDARD MANHOLE
6 EA
6 EA
CLEAN—OUT
2 EA
2 EA
DROP MANHOLE
2 EA
2 EA
STORM DRAIN IMPROVEMENTS
UNIT 3
TOTAL
18" DRAIN LINE
200 LF
200 LF
24" DRAIN LINE
985 LF
985 LF
30" DRAIN LINE
90 LF
90 LF
36" DRAIN LINE
291 LF
291 LF
42" DRAIN LINE
116 LF
116 LF
CATCH BASINS
3 EA
3 EA
STANDARD MANHOLE
6 EA
6 EA
OUTLET STRUCTURE
1 EA
1 EA
STORM DRAIN IMPROVEMENTS (IN PUBLIC R.O.W.)
UNIT
TOTAL
18" DRAIN LINE
56 LF
56 LF
30" DRAIN LINE
475 LF
475 LF
36" DRAIN LINE
19 LF
19 LF
STANDARD MANHOLE
3 EA
3 EA
PROJECT MAP
SCALE: 1"=200'
® SHEET NO. INDEX
INDEX OF SHEETS
SHEET TITLE
1. COVER SHEET
2. NOTES & SPECIFICATIONS
3. DELAMERE STREET
4. HARBOROUGH DRIVE
5. WILDEVE WAY & ADDLINGTON DRIVE
6. HIGHGATE PARK OFFSITE (FUTURE)
7. OFFSITE STORM DRAIN
CECT 2FZG4-i'ES OFOce uT.�baC� 09- FSNAI
1J
�,I,TgQEG7S-oI"Sg I+�SLL. 001 E ALLDOtZ 1;09-
(a,py 15ui�OsrLG PEa'kLT ,w1iTH2,-I "CN6 �ouNOS
bC -cN£g T2ACT LIT+-L� TVLE SeA�ea l..'ca< C+sa'Tsoe)
p.1a Oesa_AtsoacV� A+ D:TEr-vkea>✓O
.Sq C.OaAPLE'T�' EaT.>:Ne£n
I �V THE. CZS')
UNIT 3
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY,
THE CITY CONSTRUCTION INSPECTION DEPARTMENT
SHALL BE GIVEN 24 HOURS NOTICE.
TELEPHONE 326-3049. NO CITY INSPECTIONS
WILL BE GIVEN FOR THE WORK IN THIS AREA
UNTIL A STREET PERMIT WITH APPROPRIATE
SECURITY AND INSURANCE HAS BEEN OBTAINED.
2. ALL FACILITIES TO BE PRIVATELY MAINTAINED
UNLESS OTHERWISE NOTED ON PLAN.
3. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS & STANDARDS
SET FORTH BY THE CITY OF BAKERSFIELD HAVE
BEEN MET.
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS,
AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS
OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF
THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA
ENCOUNTERED DURING CONSTRUC O SHALL BE CORRECTED AND
S ORRECT 5 LL BE REF D ON CORRECTED PLANS AND
UBMI ED T l E I I�GINE
\i
A O E 8 OG A. McINTOSH R.C.E. 33322 DATE
IN ACCORDANCE WITH THE CONDITIONS OF THE VTING TENTATIVE MAP, THE
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY TH CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND
ARE TO BE PRIVATELY MAINTAINED. UNLESS OTHERWISE NOTED ON PLAN.
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
R.C.E. NO. 61069
REVIEWED BY: Q`y v — I2—S"/51W.
STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR
R.C.E. NO. 44898
BASIS OF BEARINGS:
THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST
LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON
RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS
THE BASIS OF BEARING SHOWN HEREON.
BENCHMARK USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING
THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E.,
ELEV = 367.96' (NAVD 88 DATUM)
Know what's below.
Call before you dig.
STANDARD NOTES:
,w e
vi o
N
1. GENERAL
CONTRACTOR WILL FURNISH ALL MATERIALS, TOOL& LABOR, EQUIPMENT AND
z
FMIIIIIII-
V
SUPERMSIN NECESSARY TO COMPLETE INSTALLATION.
CHEMICAL SOLUTION CONCENTRATION
CONTRACTOR SHALL SHOVEL -SUE OR HAND TAMP BEDDING IN THE HAUNCH REAS, AS
13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED.
20X+
1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS
THS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS.
N
UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS
SULFURIC ACID
INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL
SHOVEL -SEQUA TE HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT
14. ALL MANHOLES SHALL CONSTRUCTED IN ACCORDANCE NI70 THE CITY OR BAKER1-1.07
BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600.
SODIUM HYDROXIDE 5%
BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR
UP TO THE QUARTER POINT E THE PIPE.
- OFTO
S-& AND 5-21 AND SECIFOR NS 70-1,02H AND 71-1.07 OF THE
STANDARD DRAWINGSICA
TO CALL FOR USA LOCATE AND ALL MARKED UTILITIES THAT CROSS
AMMONIUM HYDROXIDE 5%+�
TINKER & RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL WATT
)
THE
IONS7.
STANDARD SPECIFICATIONS NI THE STALE OF CALIFORNIA, DEPARTMENT TRANSPORTATION,
EWER A
WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL
OR ARE WT
OR
NITRIC ACID 1%"-
INSTRUMENT SET BETWEEN 18,000 AND 22000 VOLTS.
INITIAL BACKFILL 'BEDDING MATERIAL' AS SPECIFIED ASTM SHALL BE USED
CURRENT ALL N
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY
DR
AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR READ OF ANY
H
FERRIC CHLORIDE 1% 1%
m
IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER TUE PIPE HAS BEEN PROPERLY AID
THE PI BEEN
OF BRERS1ElD STANDARD DRAWING S-20.
BAKERSFIELD ARD WI
EXCAVATIONS TO VERIFY THAT THE PROPOSED DECOR DOES NOT CONFLICT WITH ANY
SOAP 0.1%
ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD.
AND INSPECTED, INITIAL BACKFILL SHALL PACED N BOTH SIDES AND OVER THE
UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER STALLLBBE NOTIFIED IN ODDER
DETERGENT 0.1%
ALL PATCHES OVER HOLES TO OR REPAIRS THE LINER WHEREVER DAMAGE HAS
R
PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH
MANHOLES SHALL BE TYPE "A' FOR PIPES UNDER 48° IN DIAMETER AND TYPE 'B' FOR
TO REDESIGN THE ALIGNMENT. IF RELOCATION E EXISTING UTILITIES IS DEEMED NECESSARY
ALKYL BENZYL SULFONATE OR S
(LINER A
OCCURRED SHALL BE ACCOMPLISHED IN ACCORDANCE VATH SECTION 7-20 1.E
3( ) PARA.
SHALL BE AT LEAST TO THE ELEVATION SHOWN N THE PANS. THE MATERIAL SHALL
PIPES 48° IN DIAMETER OR LARGER. UNLESS NOTED OTIHERINE. THE BOTTOM MANHOLE
THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF
BACTERIOLOGICAL BOD NOT LESS THAN 700 PPM
8 ABOVE.
BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND
BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON
THE ALIGNMENT REQUIRES ADDITIONAL PIPET EXCAVATION THE TN
Q GH'
`c
MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO
KENT SEAL, IN A GROOVED FOUNDATION.
IN GED THE
SHALL COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE
EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER CEDE OF THE LINER
COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION
.
CONTRACTOR STALL BE WHOLLY RESPONSIBLE FOR 11S REPAIR.
C
E-WAUFlCATION TEST AND WHEN MATERIAL
WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2
OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
15. STORM DRAIN PIPE
0
O
FFOORIMUTATINS REECHANGED.
INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL
RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WALL NOT BE
CONTRACTOR SHALL VERIFY LOCATORS AND ELEVATIONS OF EXISTING SEWER LINES THAT
-WLUMEIRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS.
HILL BE APPUED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF
PERMITTED.
STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III NTH RUBBER
THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE
THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING
GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE
REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE.
1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BEA
STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE
SUBSEQUENT BACKFILL ABOVE THE LEVEL E INITIAL BACKFILL, THE TRENCH MAY BE
CONTRACT PANS.
UTIUTIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR
MINIMUM OF 0.055 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE
10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS UNTIL NO
BACKFILLLD WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE
TO CROSSING UTILITIES SHALL BE DAYUGHTW AND CHECKED FOR GRADE,
SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED VATH THE
FURTHER SEPARATION OCCURS DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE
OPTION E THE CONTRACTOR, MATERIALS MAYBE USED. NATIVE
REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE SHALL CONFORM TO THE
CONTRACTOR
BY CONTRACTOR PRIM TO TRENCHING.
SLEET
BEEN MADE TABS SHALL BE TRIMMED AWAY NEATLY TUE INSTALLER OF THE LINER
IALSELECT
MATERIAL MAY BE COM
IMPORTED MATERIAL MAY 8E COMPACTED BY TAMPING AND/OR ROVING,
PROVISIONS IN SECTION "REINFORCED CONCRETE PIPE', E THE STANDARD
ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES,
AFTERIN THE WELDING STRIP HAS PASSED INSPECTION. IN SHALL MADE
IP
USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER.
SE
SPECIFICATIONS AND THEE SPECIAL PROVISIONS.
ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED
1.E INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING
V
2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN OHE TO PREVENT TEARING
DIN ORE
AS DIRECTED BY THE CITY ENGINEER.
E SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN
THE PROJECTING DAMAGE TO THE LINER FROM
THE WELD STRIP AND
WHEN THE COMPACTS BY TAMPING AND/OR ROVING, THE
EXCEPT AS OTHERWISE BY CLASSIFICATION ON THE PANS OR THE
G
ACCORDANCE 'NTH THE RECOMMENDATIONS OF THE LINER MANUFACTURER.
EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK.
AND N OR TAKEN
INCHES I
MATERIAL SHALL BE PACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE
HALL BE
FOR CULVERT M
SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE
ALL AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL E
.�
9::i
JO
as
DEPTH EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING
/
PANS OR SPECIFICATIONS FOR STANDARD JOINTS
ACED IN APAVINGCCORDANCE
REPLACED IN ACCORDANCE W1Ti THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6
COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON
SHOP DRAWINGS CONTRACTOR SHALL SUBMIT MANUFACTURER INFNMAIIN
BEFORE SUCCEEDING LAYERS RE PACED.
N
EXCEPT AS NOTED N PLANS
THE PANS.
SHOWING DIMENSNAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW.
0 H
HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE
STAMP AN "S" INTO THE. CURB FACE OVER EACH SEWER LATERAL
OOMPACTIN OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF
PIPE', OF THE STANDARD SPECIFICATIONS WILL NOT BE REWIRED.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSORS RUNNING PARALLEL
PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM
TRENCH DESINATIN 'C'. RCP LASS V SHALL BE INSTALLED PER ASTM TRENCH
FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING ANO/OR
CONCRETE PIPE SHALL HAVE RUBBER GF EIED JOINTS CONFORMING TO
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-
Wi7H THE LONGITUDINAL AXIS OF THE PIPE
DESIGNATION "D".
ROVING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT N
65
BECKON 65-1.068, 'RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS.
SECTION T
OF -WAY. UNLESS SECURED BY AN I E AGREEMENT, APPROVED INSURANCE AND
STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF
6
ENGIN R'
SECURITY BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED YATHIN
THE LINING SHALL BE HELD SNUGLY IN PACE AGAINST INNER FORMS.
%FINISHED
PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90� RELATIVE
HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE
THE RICHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMITCOMPACTION.
H
LOCKING EXTENSION SHALL TERMINATE NOT MODE THAN 1-1/2 INCHES (38 MM)
PVC FOR PIPE SIZES 18' AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET
e•
CAREFULLY HANDLED AT ALL TIMES ONLY SUITABLE AND PROPER EQUIPMENT AND
APPLIANCES SHALL BE USED FOR THE SAFE LOADING. HAULING, UNLOADING. HANDLING
ANY ITEMS IN PUBLIC RE DAMAGED N DO NOT MEET CURRENT
RIGHT-OF-WAY WAY THATKS
FROM THE END E THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN
THE FOLLOWING REQUIREMENTS
SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM
AND PACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED
STAND
STANDARDS SET BY PUBLIC WIRE REPAIRING AND OR/ UPGRADING AS PER CITY
PUBLIC WILL RE
ENGINEER.
USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE
1. MATERIAL PVC PIPE SHALL MEET N EXCEED ALL REQUIREMENTS SET FORTH
SINES N LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE
RESILIENT JOINTS ON PIPE AND FITTINGS ELL NOT E DAMAGED. ANY PIPE OR FITTING
COMPACTION TESTS SHALL BE THE RESPONSIBUT7 OF THE DEVELOPER/CONTRACTOR. THE
INSIDE SURFACE.
ASTM D 303412 VASDR OF 35. EASTNERIC SEALS AND JOINTS SHALL CONFORM
MATTER, N OTHER UNSATISFACTORY MATERIALS.
REJECTED, VATH A NT DAMAGED OR FATTENED PALL CAUSE THAT PIPE OR FITTING TO BE
NUMBER AND LOCATION OF REWIRED TESTS SHALL BE DETERMINED BY THE CIN ENGINEER
CONCRETE POURED AGAINST LINING SHALL E VIBRATED, SPADED OR COMPACTED IN
T
TO ASTM D 3212 AND ASTM F 477.
IN NO CASE SHALL JETTING GI ALLOWED FOR BACKFILL COMPANION THE STREET.
PIPE LAYING. NO PIPE SHALL BE AID UNTIL THE ENGINEER INSPECTS AND APPROVES
2 STANDARD DETAILS
A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE,
2. TESTING. MANUFACTURING TESTING METHODSSHALL CONFORM ASTM
NWITHINON-STREET
WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NN -STREET REAS
THE CONDITION OF THE BOTTOM of THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT
HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE
CONCRETE.
F-679 (T -WALL). CERTIFICATES OF COMPLIANCE STALL BE MADE AVAILABLE TO THE
) SHA AB
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
AHE FDLLOWANG CITY OF STANDARDS SHALL 5, CNC. PRT OF THEE PLANS
ENGINEER
BACKFILL TESTING AND COMPACIN, TESTING OR BACKFILL MATERIALS AND COMPACTION
;BAKERSFIELD
D -1L D-14, D-16, D-18, SW -1, SW -2 SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, ST -6, ST -22
SW- SW-
IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE UNING FROM
SHALL BE IN ACCORDANCE WITH SECTION 19, 'EARTHWORK" AND SECTION 6-3,
PIPE APING SHALL BEGIN FROM THE DOWPING SHALL END OF THE STORM DRAIN AI AS
3. VCP INSTALLATION
DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED
a INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S
'TESTING', E THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF
DIRECTED BY THE ENGINEER. PIPE LAYING STALL PROCEED INTI EACH PIECE AID TRUE
MATERIALS : THE PIPE AND FITTINGS SHALL EXTRA STRENGTH VITRIFIED CLAY
SURFACES WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING STALL
GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTAIATION OF
PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL
R) LINE AND OAND IN SUCH A MANNER TO FORM A CLOSE CONCENTRIC JOINT
WITH THE ADJOININGNING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE
CONFORMING TO WARRENT ASTM SPECIFlCATON C-700 AND SHALL BE INSTALLED IN
BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED,
FLEXIBLE THERMOPLASTIC SEWER PIPE.*.
MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE
WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND
CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS
ALL NAIL AND TIE HOLES AND ALL WI TORN AND SERIOUSLY ABRADED AREAS IN
NEXT LAYER IS PLACED.
DEBRIS OR EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION E THE
OF THE STATE OF CAUFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION
THE UNING SHALL BE PATCHED. PATCHES MADE ENTIRELY VATH WELDING STRIP SHALL
4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THEE
EACH LAYER OF BACKFILL SHALL THOROUGHLYNONCI COMPACTED THE RELATIVE
TRENCH OR THE WEATHER IS UNSUITABLE AT TIMES WHEN WORK IS NOT IN PROGRESS,
AND THE CURRENT ASTM SPECIFICATIONS C-12
BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY
SPECIFICATIONS AND THE FOLLOWINGOPEN
FI
COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD 5-39
IS
ENDS OF PIPE AND FITTINGS SHALL E CLOSED.
JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END ANDA SPIGOT ENO
CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE.
DEFLECTION MEASUREMENT PVC PIPE AFTER 30 DAYS OF INSTALLATION THE
AS MODIFIED N THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE
WITI BELLED END PIPE, BELL HOLES SHALL THEN E EXCAVATED AT EACH JOINT TO
EWTIH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION
ALL CEDES MUST OI ING T ED INTI WELDING STRIP FUSED TO THE PATH AND THE
SOUND LINING ADJOINING THE DAMAGED AREA.
S IP THE BY PU A GO -NO-GO 5% MANDREL
STALL MEASURE EDGE
ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT 9
FACILITATE THE JOINT OPERATIONS. AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT
C-425.
THE MANDREL ROUGH ONE PERSON
THE MANDREL STALL BE PULLED THROUGH THE PIPE WITH ROPE
NTH
RELATIVE COMPACTION FOR THE TOP FINISHED AND SHALL BE DETERMINED BY
PURPOSE ODDER THAT BELL HOLES MAY E PROPEL LOCATED, NOT MORE THAN
THE PIPE AND FITTINGS FOR 6", 8", 10'. AND 12' SANITARY EWER MAINS MAY
HOT JOINT COMPOUNDS, SUCH AS COAL TR, SHALL NOT BE POURED OR APPLIED
MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST
A
TM30'
CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE
SIX (6) HOLES SHALL EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF
E PI
BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WATT THE CURRENT ASTM
TO THE LINING
A
LNG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE
LONG A
OF THE FOLLOWING D2922 N D1556.
IN
THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS
SPECIFICA11N C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS
THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO
NTH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS THE MANDREL
THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM
MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR 'MAINLINE'
INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE
DIAMETER WALL BE CALCULATED USING THE FOLLOWING FORMULA:
IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MET THE
BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE.
BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED.
WORK.
SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED.
THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING
1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING
0X
MANDREL DIAMETER BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.)
COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND
CUTTING PIPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND
SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE
LATERALS MAY BE PLAIN -END NTH COMPRESSION COUPLINGS CONFORMING WITH THE
SHALL BE SET FLUSH NTH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE
WHERE Y = ALLOWABLE DEFLECTION IN %
LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
WORK. ALL PIPE SHALL BE WT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES
CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT
SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES
BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
REQUIRED)
(100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF UNING JOINT
MANUFACTURER)
10 GE R PIP INSTALLATION
ADDITNAL COMPENSATION 'ELL BE ALLOWED FOR ANY MATERIALS WHICH RE DAMAGED
TO BE MADE WITH THE ADJOINING CONCRETE PIPE
OR INCORRECTLY CUT.
4. ABS PIPE INSTALLATION
WHEREVER CONCRETE PIPE OR CAST -IN -PACE STRUCTURES PROTECTED KITH UNING
THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) -
MINIMUM.
SEWER PIPE SHALL CONFORM TO THE PANS, AND THESE SPECIAL PROVISIONS. THE
i6. BORED/JACKED PIPE
MATERIALS : PIPE AND FITTNGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR
PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOTE UNITED 10 EXCAVATION, BEDDING
AND BACKFILL.
CASING N SMOOTH WALLED PIPE FOR BORED/JACKED PIPE SHALL BE
ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS
CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE UNING SHALL BE
THE MINIMUM LENGTH OF THE CIRCULAR PORTION OR THE MANDREL SHALL BE
INSTALLED. IT L HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE
THROUGH CUT AND FREE FROM CRACKS. HOLES, FOREIGN INCLUSIONS OR OTHER
EXTENDED OVER AND ROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE
EQUAL TO THE NOMINAL DIAMETER E THE PIPE.
HANDLING OF MATERIALS ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE
D. SHAVE
PIPE
TOWARD END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED ETU
INJURIOUS DEFECTS. FITTINGS SHALL E INJECTION MOLDED AND SHALL BE INSTALLED
FOR NOT LESS THAN 4 INCHES (100 MN). THIS PROTECTING CAP MAY BE MOLDED
CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND
T
SAND. IF THE PIPE AND CASING RE INSTALLED BY BODING, THE SPACE AROUND THE
IN UNE N NEW PIPEUNES; WT -IN FITRNGS ARE NOT PERMITTED.
OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE.
ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE
APPUANCES SHALL BE USED FOR THE SAFE LOADING HAULING, UNLOADING, HANDLING
CASING ALSO SHALL BE BACKFILLED WITH GROUT N SAND. THE ENDS OR SPACE
WHERE A PIPE LATERAL (NOT OF PLASTIC CONCRETE) INSTALLED THROUGH
EXCAVATED, RE -BACKFILLED, EWMPACTED AND RETESTED UNTIL THE MANDREL TEST
AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED
BETWEEN THE D THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH
JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE
LINE N
LINED CONCRETE PIPE, THE REAL BETWI.EN TIE LINED PORTON AND THE LATERAL SHALL
BETWEEN LSIAL
CAN BE PASSED. RE -ROUNDING HILL NOT E ALLOWED.
RESILIENT JOINTS N PIPE AND FITTINGS PALL NOT BE DAMAGED. ANY PIPE N FITTING
NATER IN
OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL
IN ACCORDANCE NTH THE MANUFACTURER'S RECOMMENDATIONS. MERE ABS PIPE
BE PER THE MANUFACTURER'S RECOMMENDATIONS.PIPE
TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD
WITH A JOINT DAMAGED OR FATTENED PALL CAUSE THAT PIPE OR FITTING TO BE
REECTED.
LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS
CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CIN OF BAKERSFIELD.
UNED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS.
S-39, AS MODIFIED N THE CONTRACT PLANS COMPACTION ABOVE THE PIPE ZONE
SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE.
INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE NTH
CARE SHALL BE EXERCISED IN HANDUNG TRANSPORTING AND PLACING LINED PIPE
SHALL BE AS SHOWN ON THE PLANS.
PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF
THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, II, AND III EMBEDMENT
TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SUNGS SHALL BE USED
7, TRENCH EXCAVATION
THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT
BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING
MATERIALS WILL BE CONSIDERED SUITABLE.
IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WTI AN EXTERIOR SUNG OR
ACCORDANCE VATH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN
BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER,
WITH A SUITABLE FORK LIFT.
THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN
FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER.
CONSISTENT WITH CURRENT ACCEPTED PROCEDURES WATER BORING SHALL NOT BE
5, PVC PIPE INSTALLATION
N PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE
OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED.
PIPE LAYING SHALL PROCEED VATH EACH PIECE AID TRUE TO LINE AND GRADE, AND IN
SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT VATH THE ADJOINING PIPE
PERMITTED. THE CASING PIPE SHALL BE JACKED WHH SUCH PRECISION THAT WILL
MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE
THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED
SECTORS N THE PLANS FOR PROPER PIPE INSTALLATION.
AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE
ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON
THE
ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS
SHOP -WELDED JOINTS.
INTERIOR OF THE PIPE SHALL BE CLEANED OF ALL GIRT AND DEBRIS OF EVERY
PANS.
THROUGHOUT AND FREE FROM CRACKS HOLES, FOREIGN INCLUSIONS OR OTHER
NO PIPE WITH DAMAGED UNING WALL E ACCEPTED UNTIL THE DAMAGE HAS BEEN
THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH
DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE
UPN .COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALATON OF THE
INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MORED AND SHALL BE INSTALLED
REPAIRED TO THE SATISFACTION OF THE ENGINEER.
PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE IT IS THE INTENTION OF
WEATHER IS UNSUITABLE AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OR
PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION
IN UNE ON NEW PIPELINES, CUT -IN FITTINGS RE NOT PERMITTED.
I.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN
THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BARING FOR THE PIPE.
PIPE AND FITTINGS SHALL BE CLOSED.
SHALL BE COMPLETELY FILLED WATT SAND, COMPACTED BY THE USE OF AIR -BLOWING
SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS
JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY E JOINTS SHALL
SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER:
CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS
WITH BELLED END PIPE, BELL HOES SHALL THEN BE EXCAVATED AT EACH JOINT TO
APPROVAL
BE IN ACCORDANCE PATH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE
IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH
PROVIDED IN THE PANS. SELECTION OF TRENCH TYPES WALL BE AS REQUIRED BY THE
FACIUTATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL
CONNECTS TO VCP PIPE, USE CQUPUNGS APPROVED BY THE CITY OF BAKERSFIELD.
CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT,
TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTIUTY CONDUIT
PURPOSE. IN ORDER THAT BELL HOLES MAY E PROPERLY LOCATED, NOT MORE THAN
TIMES SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR
INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH
EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES E THE
INSTALLATIONS SHALL MEET CITY STANDARD S-39.
SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING. ON ACCOUNT OF
UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF
THE CURRENT ASTM SPECIFlCATON D-2321. ONLY CLASS I, 11, AND III EMBEDMENT
ADJACENT PIPE SECTIONS
THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS.
WORKERS OR THE STABIUTY OF THE SOIL AND ROADWAY ABOVE. THE CONTRACTOR
MATERIALS WILL BE CONSIDERED SUITABLE.
PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE
TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENT'S
CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND
SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH
ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING
& DRACING AND SHORING
SPECIAL CASING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE
SUFFICIENT JACKS BE INHIBIT THE SLOUGHING AND/ORFU CLOSING THE WORN EAE.
THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE WITH A
6. REINFORCED CONCRETE PIPE WITH PVC LINING.
SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY.
WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES.
APPROVAL
PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL
DETAILED PLAN AND
REINFORCED CONCRETE PIPE VATH PVC LINING SHALL MET THE FOLLOWING
REQUIREMENT
FIELD JOINTS IN THE UNING AT PIPE JOINTS MAY BE ETHER OF THE FOLLOWING
EXCAVATION SHALL BE SUPPORTED AS ET FORTH IN THE RULES, ORDERS, AND
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
ADDITIONAL COMPENSATION VALL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
XP
AND ALL EXPENSES THEREFORE WILL BE CONSIDERED ASBEFORE.INCLUDED IN THE BID
E
1.A. MATERIALS ENFORCED CONCRETE PIPE (RCP) SHALL E EITHER CAST IV
DESCRIBED TYPES:
REGULATIONS E THE STATE E SAFE OF INDUSTRIAL SAFETY. IF THE CONTRACTOR
DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A
OR INCORRECTLY CUT.
PRI
PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE.
17. MINOR STRUCTURES
OR CLASS V WITH WALLS 'Er02 OR RCP SHALL MEET ASTM C 76 FOR STRENGTH,
TWE P-1: THE JOINT SHALL E MAGE VATH A SEPARATE 4 -INCH (100 -MM)
ENGINEER TO THE STATE DIVISION E INDUSTRIAL SAFETY,
ASTM C 361 AIWA PT TEST PRESSURE SHALL 5 PS FOR RUBBER
JOINT STRIP AND TWO WELDING STRIPS TUE 4 -INCH (100 -MM) ,KENT STOMP SQUALL E
THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY OTHESJUSTIFYING
THE ALTER TE ANY OF THESE
PIPELINE TESTING ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED
MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL
D STS ACCO THE VA NG PARAGRAPHS. PIPE
GASKETS, AND LINER TESTS IN ACCORDANCE
CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH
OR
RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION
AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE
CONFORM, IN DESK. MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF
SHALL CURED.
WET CAST, VIBRATED AND STEAM N WATER CURED. JOINTS SHALL BE BELL
R
EDGE TO ADJACENT LINER SHEETS 'NTH A i -INCH (25 -MM) WEIR STRIP. THE 4 -INCH
TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATIN FOR LOSSES INCURRED BY THE
UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER
SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
IG
AND SPIGOT DESIGN 'MTI A CONTAINED 0 -RING GASKET.
(100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INN (13
CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING
IXFlLTRATION TEST OR AIR PRESSURE TEST PER SECTION 3G6-1.4, "TESTING PIPEUNES"
PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS
MM).
BACKFlWNG THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE
OF THE 1994 EDITIONS, 'STANDARD SPECIFlS" CATINFOR PUSUC WORKS CONSTRUCTION,
S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD
STANDARD TEMPORARY GRATES SHALL CONFORM TO DETAILS THE
PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 380'
BACKFILL AT ALL TIMES.
AND CHAPTER 1.3 OF THE CITY E BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE
S-12 INLET N
OF THE PIPE. ALL WORK FOR AND IN CONNECTION PATH THE INSTALLATION OR THE
TYPE P-2: THE JOINT SHALL BE MADE YOUTH A JOINT FAP WITH LOCKING
PIPE SUPPUER'S REQUIREMENTS THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24
PLANS'
LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING E JOINTS SHALL BE DONE
EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND
SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT
HOURS PRIOR TO ANY TESTING
THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FAT TOP SECTIONS SHALL MEET THE
IN STRICT CONFORMITY HATH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND
THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE
TO THE ENGINEER A DETAILED PLAN, DRAW1NG THE DESIGN OF SHORING, BRACING
STRENGTH REQUIREMENT E ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL
RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOVANG
SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR
SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE
CLEANING PIPE LINES CRE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO
BE SET N A ED OF PORTLAND CEMENT GROUT OR 'KENT SEAL" TO MAKE A
REQUIREMENTS
TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING IS INTERRUPTED,
WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET
1.8. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PATE SLEETS, WELDING
-
UNING OF THE ADJACENT PIPE USING i -INCH (25 MM) WELD STRIP.
EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF
AS AT NIGHT, THE PIPE ENDS STALL BE SUITABLY CLOSED. UPON COMPLETION, AND
PLUMB.
STRIPS AND OTHER ACCESSORY ITEMS SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES
CRE SHALL BE TAKEN TO PROTECT THE FAP FROM DAMAGE EXCESSIVE TENSION
SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE
CONSTRUCTION SAFETY ORDERS THE PANS SHALL BE PEERED AND CERTIFIED BY A
BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDREI I M TO
REMOVE ANY DIRT CN MATERIALS WHICH CLOG PUMPS, EQUIPMENT,
16. ADJUST SY1RVIl• MONUMENT ENCASEMENTS
WHEN TESTED AT 77E t5 25C t3 ).
(
AND DISTORTION IN BENDING BACK THE FLAP TO EXPOS THE PIPE JOINT DURING LAYING
ED CML OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE
. HE CONTRACTOR KE PR
SPRAY HEADS, ETC. THE SHALL MAKE PROVISIONS FOR PREVENTING
SURVEY AND FRAME DCOVER C ENCASEMENTS ,IIN SUED OR
PROPERTY INITIAL
AND JOINT MORTARING SHALL AVOIDED. AT TEMPERATURES BELOW 50 F(10 C),
LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS
LESS
EI E
FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE.
T THE LOCATIONSTH
INSTALLEDNNEWEDTO FINISH GRADE AT ON THE PLANS,
E
HEATING tJE THE LINER MAY E REQUIRED TO AVOID DAMAGE.
PROHIBITED ON THIS PROJECT.
ACCORDANCE WITIi THESE SPECIAL PROVISIONS, AND CIN STANDARD 5-29.
100 IMI
TENSILE STRENGTH 2200 PSI MIN. 2100 PS MIN.
(15 MPA MIN.) (14.5 MPA MIN.)
THE JOINT FAP N STRIP TH BEVELED PIPE SHALL TRIMMED A NADTH
9. TRENCH BACKFILL
SEWER LATERALS. SEWER LA70ALS SHALL CONFORM TO THIS IN EVERY REGARD.
THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A
ELONGATION AT BREAK 2008 MIN. 200% MIN.
A H
(MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MN)
EXISAND INGEXT SEWER LATERALS STALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO
AND EXTENDED RECONSTRUCTED ACCORDING TO THE PLANS COMPRESSOR
MINIMUM OF THREE DAYS.
- -
SHORE DUROMEIER, TWE D 1 SEG 50 60 f5
FOR THE ENTIRE GRCUMFERENIAL LENGTH OF THE UNING.
TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN
B
COUPLINGS MAY E UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE
AT THE OPTION E THE CONTRACTOR, MIEN CONCRETE CONTAINING A MINIMUM OF
(WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 45
ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE
ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR
TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED N
SEVEN SACKS E CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR
SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER.
THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER.
THE PLANS SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH
PROTECTION OF THE CONCRETE SURFACE FROM PUBUC TRAFFIC SHALL BE REDUCED TO
WEIGHT CHANGE it 5
WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A
THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WALL BE
A MINIMUM OF ONE DAY.
CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER
ALL GUNK STALL CONFORM TO THE APPLICABLE SECTIONS THE STANDARD
D
AS SEWER FOR THE APPROPRIATE DIAMETERS.
THE MONUMENT PALL IV SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS
TENSILE SPECIMENS ALL BE PREPARED AND TESTED IN ACCORDANCE VATH ASTM
ST
PLATE.
SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL E AS SPECIFIED IN THE
CONTRACTOR SHALL GIVE THE OWNER 244 HOURS NOTICE WHEN SURVEYS ARE REWIRED.
D412 USING DIE B. WEIGHT CHANE SPECIMENS SHALL BE 1-INGH (25 -MM) BY
HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE
PIPE OPTIONS STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN
WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTOR SHALL BE NO LESS
11. SYSTEM TESTING
ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS
3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICALACCORDANCE
PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY
JOINED AT TEMPERATURE BETWEEN AND 600 F (260 AND 316 C).
.THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30') FROM FINISHED GRADE.
A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE
SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.
TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK.
WELDING TOOLS SHALL BE HELD APPROXIMATELY 12 INCH (13 MM
/ ( ) FROM AND MOVED
BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE
IN ACCORDANCE NTH THE CITY E BAKERSFIELD SUBDIVISION MANUAL AND THE
SEAL TO PVC LINED SEINER LINE/MANHOLE
WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE
BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED
TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER
RECOMMENDATIONS OF THE MANUFACTURER.
THE CODED HOLE STALL BE APPROXIMATELY 3 INCHES THAN NICE OUTSIDE
LINER PATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WTHSTAND A
A SMALL BEAD RI MOLTEN MATERIAL TO BE NIBBLE ALONG BOTH EDGES AND IN FRONT
E THE WED STRIP.
AS NOT TO DAMAGE N DISTURB THE PIPE N ITS ALIGNMENT AND GRADE
PRIM TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIED EQUIPMENT
SHALL B
DIAMETER OF THE CONNECTING LINE. THE CODED HOLE SHALL EBBE DESIGNED TO CUT A
HOLE NTH MINIMUM DAMAGE TO THE REINFORCING STELI., PIPE N PLASTIC LINER.
HEST PULL E AT LEAST 100 POUNDS PER LINER INCH (1800 KG/M), APPLIED
DESIGNED FOR THIS PURPOSE THE TELEVISOR CAMERA BALL HAVE THE CAPABILITY OF ROTATING
PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT
THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS
BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE E DELETERIOUS MATERIALS
360', IN ODDER TO NEW AND RECORD THE TOP AND SIDES E THE PIPE, AS REQUIRED. THE VIDEO
PRIOR 70 THE INSTALLATION OF THE PVC BOOT N THE CONNECTION, THE PLASTIC LINER
RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST
360 DEGREES:
AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND
INSPECTN SHALL BE WITNESSED BY THE CITY'S CONSTRUCION INSPECTOR, WHO HALL ALSO INITIAL
AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER
SHALL BE MADE AT A TEMPERATURE OR 70' - 80' F(21' - 27' C) INCLUSIVE
WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL
SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES EACH LAYER
AND DATE THE "CHAIN OR CUSTODY' FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF
MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED
PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND
SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A
ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED
TO THE PVC BOOT NTH SIKA 449/203 PRIMER AND SIKA FLEX to SEALANT OR AN
ALL PASTIL LINER PALE SHEETS, INCLUDING LOCKING EXTENSORS, ALL JOINT,
NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT.
COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED.
VIDEO CASSETTE, THE COMPLETED 'CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES
APPROVED EQUAL
CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS
WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FAP, 00 NOT WELD
THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION
THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PANS OF ALL CONNECTED LATERALS)
THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGGLY TO THE OUTSIDE WALL OF THE
ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS E THE MATERIAL THE
6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF
ABOVE THE PIPE ZONE WILL BE ALLOWED.
OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER
CONNECTION.
ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS.
POTENTIAL FUTURE GROUNDWATER BUILD-UP.
IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS
PRIOR TO ACCEPTANCE AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF
THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER
THE UNING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE AND SHALL
TRE APPLICATION TO CAST -IN-PLACE EAE CONCRETE STRUCTURES ESPECIAL
REQUIREMENTS. LINER SHEETS SHALL CLOSELY FITTED AND PROPERLY SECURED TO
BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE
THE CITY'
THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION.
M) SETT
HAVE AN ELONGATION SUFFICIENT TO BRIDE UP TO 1/4 -INCH (fi MM) SETTLING
THE INNER FORMS. SHEETS SHALL E CUT TO FIT CURVED AND WARPED SURFACES
C
DISPOSAL OF THE CONTRACTOR.
12, WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL
THE CNNECIN UNE SHALL BE CENTERED IN THE CORED HOLE AND PACED 50 IT IS
CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS,
USING A MINIMUM NUMBER OF SEPARATE PIECES.
THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF
LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE
FLUSH WITH THE INSIDE WALL OF THE RCP.
WITHOUT DAMAGE TO THE LINING
UNLESS OTHERWISE SHOWN N THE PANS, THE LINING SHALL BE RETURNED AT
IN-SITU MATERIALS.
HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN.
THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL
I.C. CHEMICAL RESISTANCE OR LINER. ANTER CONDITIONING TO CONSTANT
LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE
'FIRM
ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED N PANS EXTENDING A MINIMUM
APPROVED BY THE CITY ENGINEER.
WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL
STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES,
ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE
OF d BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY UNE W1NI 30' OF COVER AT FLOW UNE
BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F i5
CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME
BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRING INE. FIRM BEDDING MEANS THAT
25' C f3 .
( )
PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TWE E PROTECTIVE LINING IS
THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED A. THE PROPERTY UNE ORRIGHT-OF-
GHANED N THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT BEAN
SPECIFICATIONS.
WAY LINE AS SHOWN IN THE 'SEINER LATERAL MARKER' DETAIL, C.O.B. STD. DET. SW -1.
RETURN, THE RETURNED LINER SHALL ER CANNED TO THE HEM IN CONTACT WITH THE
A
AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS
SHALL BE REMOVED FROM EACH E THE CHEMICAL SOLUTIONS AND TESTED IN
PASTE -LINED CONCRETE IF THE LINER CANNOT BE SEALED INTI ADHESIVE BECAUSE
OF THE JOINT AT THE RETURN BEING T00 NIDE N ROUGH N BECAUSE OF SAFETY
BELL N COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO
THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING
LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF Y DEEP AT PROPERTY UNE OR
ACCORDANCE VATH SECTION 7-203(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO
REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER
BEDDING AND BACKFILUK CNSOUDATIN OF MATERIAL AROUND AND UNDER BELLS
RIGHT-OF-WAY LINE AND A MINIMUM OF 25' DEW AT FLOWLNE.
MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE,
THE MATERIAL WILL BE SUBJECT TO REJECTION.
APPROVED CAULKING MATERIAL TO A DEPTH E 2 INCHES (50 MM) AND FINISHED
AND COUPLINGS SHALL BE AVOIDED.
.L L.�
PI
WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT
Know what's below. I ,Z-7300 13
MATERIAL
Call before You dig.
CITY RECORDS
■
qq
49
,w e
vi o
N
z
FMIIIIIII-
V
V
ICT140
m
O
M
N
_j
m
\
r m
n < �
�
m
N
o
O O a
6
k
Z W I
zW U m
3 0 _
W ,
�
00 -
Nm
m
W
m
m
S
a
Oc�D
`c
I
0
O
w
W
k
G
0
co Z
.�
9::i
JO
as
;..
zU
I
jr LL
0U
C0
c__i g
a
N
0
F
"44h
0 H
0
C --;)9<a
W
3 W
W
LL t_
00 cz
Z n
C-)
I
c
6
E
1F�( N CO
W
m
e•
IL0
UI I �)---------- — HARBIX20UGH DRIVE
SEE SHEET 4
1 II n l0 1
OT A PART I
11 II 1 II �� NI I IN 1 NI
21
pK r 1 O Wwi p o
�2 J, ZUN h 3Cf Zti
L v Um \ xpm mn p
� ZOyi Yrl Oy 2�
M M m N 6<
'MM \ m.-`- S L.S LOT �+
+ \ wiwdF
� �Fd 1MMN N
14
M 12TNY
W SEWER _ 3.12' 8'
N1828'26'W 1 1OL�. g• SEVIER 5044215_E
50110:
177.79 24 GRAIN N229'29°W
__-
2a L.S LOT
Y o 0
22
ma
•\ 23 � _
\ od
\
M�Tan 1250
362
360
358
356
354
352
350
348
346
344
342
340
338
INVU
336
334
332
330
328
326
324
UNITS
3
i .42 LF OF
19+00 20+00
TANC-ENT
rn
C1
pip
�
SCALE: i" = 40' HORIZONTAL
1 25-27-10-
m
O �
SCALE: 1" = 4' VERTICAL
�
— --
o CONSTRUCT STORM DRAIN PER CITY STANDARDS
12
I
11
CONSTRUCTION
NOTES
t;
N y
m
M
I
UNITS
3
i .42 LF OF
19+00 20+00
TANC-ENT
(STA. 14+00.00 C.L. TO 20+50.00 C.L.)
C1
OF ®
222.12'
SCALE: i" = 40' HORIZONTAL
1 25-27-10-
O �
SCALE: 1" = 4' VERTICAL
�
— --
o CONSTRUCT STORM DRAIN PER CITY STANDARDS
12
11
CONSTRUCTION
NOTES
® CONSTRUCT STORM DRAIN
m
RCP 0
08%
177.79 Li
I
i
0• J
nLL0
O
+
o z w
V 7
AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE
INSTALL 247.61
LF OF
24" RGJ-REP
I
0 0.47%
TYPE 'A" PER C.O.B. STD. D-14.
N
1 rnJ
m
F
I
LF OF 2
" RGJ-R
0 0.11%
EX. 24°1
RGJ-RCP
W Z
L.S LOT
�
TO PLUGGING AND BACKFILUNG TRENCH.
UNLESS OTHERWISE NOTED.
=o
y
P,
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
O
REMOVE CAP & CONNECT TO EXISTING
ro
UNLESS OTHERWISE NOTED.
0
24° DRAIN
VALDEVE WAY HIGHGATE HEATH AVENUE
SEE SHEET 5 NOT A PART
II I I �
II 1 U11 N T T 1
O I IIz
r
ya rn----------I, / NOT A PART
_J 3 +m JL
-ZNOC36
m ylS LOT 0°E _EX. 8' SEWER _
19� _ -N 1'02'21' E 195.00' 21+
S1T12'21°W J.50' 24' DRAIN IX. 24° DRAIN IX. 24 �ORAIN 1—
a
I I r i W WATER PER r - r V PA
I SEPARATE PLANS I m m
N I Cl O N tV 1
L.S LOT I awy m 1 1
a T g I 24 n I 1 3 o I •'c I o i
I I 25 I _ + 26 1
® m I ? I
1 I I a 28
HARBOROUGH DRIVE
SEE SHEET DELAMERE STREET
(PRIVATE STREET)
(STA. 14+43.10 C.L. TO 19+99.52 C.L.)
SCALE: 1" = 40' HORIZONTAL
f
1
I
I iI I I
HIGHGATE HEATH AVENUE
NOT A PART
LF
I
OF 24°
i .42 LF OF
19+00 20+00
TANC-ENT
(STA. 14+00.00 C.L. TO 20+50.00 C.L.)
C1
OF ®
222.12'
SCALE: i" = 40' HORIZONTAL
1 25-27-10-
rnI
SCALE: 1" = 4' VERTICAL
�
— --
o CONSTRUCT STORM DRAIN PER CITY STANDARDS
a
CONSTRUCTION
NOTES
® CONSTRUCT STORM DRAIN
RGJ
-1
RCP 0
08%
INST
177.79 Li
OF 24' R
RCP 010.flR
wNv
o z w
V 7
AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE
INSTALL 247.61
LF OF
24" RGJ-REP
I
0 0.47%
TYPE 'A" PER C.O.B. STD. D-14.
N
1 rnJ
I
STALL 101.E
I
LF OF 2
" RGJ-R
0 0.11%
EX. 24°1
RGJ-RCP
W Z
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
�
TO PLUGGING AND BACKFILUNG TRENCH.
UNLESS OTHERWISE NOTED.
=o
y
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
O
REMOVE CAP & CONNECT TO EXISTING
ro
UNLESS OTHERWISE NOTED.
SEWER. CONTRACTOR TO VERIFY LOCATION
p
M
rn
AND INVERT OF EXISTING SEWER AND STORM
3)
ALL SEWER LATERALS SHALL BE 4 INCH IN SIZE
n$
DRAIN PRIOR
TO CONSTRUCTION AND NOTIFY
UNLESS OTHERWISE NOTED.
ENGINEER OF ANY DISCREPANCIES
a
NO SEWER LATERALS SHALL BE WITHIN 5' FROM
N
CLEANOUTS UNLESS OTHERWISE NOTED.
w
N
N
0
SHEET WHERE SECTION IS AIOYM 2
w
K
O
N
K
I1
i
2m�
I
IN�T
18' DRAT
Q
J
I
i
I
?
I-8'
I
SEVER
i
«1 W
/W
C�
C lig
N�
i
a�
•
Z Q
J
�
Q W
_
0
cLu
Fin
N
G
C�
rn0-�6Jm
c
Z
NN
ILI
-i
W
I =
JNm_N
•iii
Q
I
Y
>
A
__..i—.
^
M_M_M
^^^
O
ml
_
mod
_o
3
x
4)
and
•>
rc'Mnn
5
•i
I
od J1>ya
x
I
1-
�ww
i
m
m
N w iCl
til
w
w 1'I. w
cjl
I
AQ
—
�_
i
APPRO%IMATE
FINIS
ED
r�
1=
GRADE
I AT CEN
NE
0
_
t
i
I
i
t
I
I
I
j
it
I
1
.
•
I
1
I
I
_
--
-
--
INVERT 2
GRAIN
INVERT 24
DRAIN
3
INVERT EC
24' DR
N
--
INVT:R
FUTURE
I
VERT 24°
RAR!
24 AIN
2
- —}}----
T FUTURE
8' SEWER
INVERT 8'
—
—
1
—
I
i
I-
INVERT 8
SEWER
IIS
-
I
T B
VFR 5
r
SSEfE
a
M
3 M
J
I
�
rn
m Z
I
m O
mm
i o�"nm
r
�jmm�mm"��m
m
m
W
4"n
. > a
•>i
ai.
ii
io>iii
zJl>ii
pZ
�Cj
Mm 2
i0
� Smm
I
ImY[VWgO
I
I
! K
M
' �j�q^
fi
dMri
a
nn•
I
I a¢
nn
w3
[i�nn
;
w3W
mmm
M+e`l3
rW]
MM
W+�1•)M
m ,•W1
+M�Y>
SErnM
WJ
�5y
J
>
O
..W
W W
W S
I- >W
�1Q--
mmW
�
J
�3y
N
W W
p�/11J
j
WJWWW
J
�
i
o
jd w'w
m�mi'.i
NOf
INSTALL 10107
/f OF 8"
PVC
0 -0.258
8'
UC SEWER
-0.47%
INSTALL 287.07
LF OF
' PVC
O -815
8° PVC
SEWER O
.25%
0-025%
INSTALL
II
I
I
I
14+00 OWER 15+00 16+00
0-0.25%
LEGEND:
0=11:1x'/LiIIiPd
CL CENTERUNE SMH SEWER MANHOLE
INV INVERT SCO SEWER CLEANOUT
SO STORM DRAIN SDMH STORM DRAIN MANHOLE
MH MANHOLE EXIST EXISTING
CB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY
SCP STREET CONSTRUCTION PLAN PA RIGHT OF WAY
T,O.M 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
— s CONSTRUCT SEWER PER CITY STANDARDS
® CONSTRUCT SEWER MANHOLE
TYPE "A° PER C.O.B. STD. SW -4 AND SW -5.
® CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
364
362
360
358
356
JVL
360
358
356
354
352
350
348
346
344
342
340
338
336
334
17+00 18+00
i .42 LF OF
19+00 20+00
TANC-ENT
(STA. 14+00.00 C.L. TO 20+50.00 C.L.)
C1
OF ®
222.12'
SCALE: i" = 40' HORIZONTAL
1 25-27-10-
rnI
SCALE: 1" = 4' VERTICAL
�
— --
o CONSTRUCT STORM DRAIN PER CITY STANDARDS
a
CONSTRUCTION
NOTES
® CONSTRUCT STORM DRAIN
0
MANHOLE TYPE 'A' PER CO.B. STD. SW -4 & SW -5.
Oj
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9
wNv
o z w
V 7
AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE
Itr CONSTRUCT CATCH BASIN
He
LESS THAN 12".
SJN
TYPE 'A" PER C.O.B. STD. D-14.
N
1 rnJ
�
II.W--
�°m
CONTRACTOR SHALL SHALL HAVE THE SEWER/STORM DRAIN
NOTES : 1)
ALL CATCH BASINS ARE TO BE TYPE "A"
2
LINE STUB LOCATION AND INVERT SURVEYED PRIOR
W Z
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
�
TO PLUGGING AND BACKFILUNG TRENCH.
UNLESS OTHERWISE NOTED.
=o
y
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
O
REMOVE CAP & CONNECT TO EXISTING
ro
UNLESS OTHERWISE NOTED.
SEWER. CONTRACTOR TO VERIFY LOCATION
p
M
rn
AND INVERT OF EXISTING SEWER AND STORM
3)
ALL SEWER LATERALS SHALL BE 4 INCH IN SIZE
n$
DRAIN PRIOR
TO CONSTRUCTION AND NOTIFY
UNLESS OTHERWISE NOTED.
ENGINEER OF ANY DISCREPANCIES
4)
NO SEWER LATERALS SHALL BE WITHIN 5' FROM
CLEANOUTS UNLESS OTHERWISE NOTED.
w
SECTION DESIGNATION:
SECTION IPTiBt:
0
SHEET WHERE SECTION IS AIOYM 2
364
362
360
358
356
JVL
360
358
356
354
352
350
348
346
344
342
340
338
336
334
JVL
360
358
356
354
352
350
348
346
344
342
340
338
336
334
3 SCALE 1'=40' HORIZONTAL
1"=4' VERTICAL
CURVE TABLE
INSTALL
i .42 LF OF
18"
TANC-ENT
DELTA
C1
OF ®
222.12'
I 112.92'
1 25-27-10-
rnI
Z
�
a
V
0
N
b
�
wNv
o z w
V 7
a
O
Z w I
He
d
SJN
N
1 rnJ
�
II.W--
�°m
X
0 2
2
2
U
W Z
J
�
=o
y
j
\
ro
p
M
rn
m+Y'NIS,
r
p
n$
limn
w
0
w
N
K
I1
i
I
IN�T
18' DRAT
Q
J
I
i
I
?
I-8'
I
SEVER
i
«1 W
/W
C�
C lig
I;
JVL
360
358
356
354
352
350
348
346
344
342
340
338
336
334
3 SCALE 1'=40' HORIZONTAL
1"=4' VERTICAL
CURVE TABLE
CURVE
RADIUS
LENGTH
TANC-ENT
DELTA
C1
500.00'
222.12'
I 112.92'
1 25-27-10-
354
352
350
348
346
344
342
340 SEE APPROVE]
TRACT 7300 UNITS
1812 SEWER AND
STORM DRAIN PIANS
338
336
334
332
330
328
326
324
20+50
■
Know what's below.
Call before you dig.
SCALE: 1" = 40'
40' 20' O' 40' 80'
1.2-7300 Ph 3
CITY RECORDS NO:
=
O
h"
N
O
w
Z
�
a
V
0
N
b
�
^
o z w
V 7
O
Z w I
z
d
w V aM0
J
w co
�
o � �
m
�
�
=o
\
ro
M
r
p
m
0
N
K
Z
Q
J
?
W
R�
«1 W
/W
C�
C lig
I;
i
a�
0m
W
Z Q
J
�
Q W
0
cLu
Fin
W
G
C�
v
c
3
ILI
W
W M
A
0
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
DELAMERE STREET
1 1 SEE SHEET 3
UNIT/�} Tn r I j I 1 �� I 8" WATER PER
I 3 I � � I � I I �w SEPARATE PLANS i
24 x
o U 3 U
17. J 115
16 I, 12
I 14 R 13 �o I Z�W Mm
I 1 Ws
o '� I=o o I ry I w 'y � I � g `" I I �• I � �� _ L.S. � � ® � �
LOT
II I `fin 6 6 I 1vt
35.46' _ 2
1 ` J x,om Wi-n va P/LI J^,
1 \ Mm O¢ N —J_ N L ¢~ N//P,L N O 0 Q K �'' �,�U� II r
\ W m y —1..- A
NOT A PART
174.47 ' 8' SEWER Sy@e'57'39'E s-12+0074.20 ' B° S8835Y39'E 13+00 112.77 6 SEWER 671'46'W .
m 011+00� -S 885739' E 323.41' __ p __ 0 CS Y
14400
369.15' 24 DRAIN N8857'11'W �' PA
\ �y\
\ )\ z n 1 rc \ 8° WATER PER --� r-- '�
SEPARATE PLANS � I � P� � � ro I � � � 20.87 1
\' \
8' WATER
:9PER +
\\ 1 \\ < w a < I �,1 SEPARATE PLANS 1
F a I N I r m \\ 23 I
I 1 \\ \\ N o m 1 I I 1� I O v+ P
I N \\ \\ z Ju'i 1 z e. 18
19 20 1 ^ 1 I i J = rc (n 1
m I m I 21 (n �' o I r w 22 tp
\ \ 22
I + ^ n I J
ADDLINGTONSTREET H A R B O R O U G H DRIVE DEIAMERE SHEET1
SEE SHEET
SEE SHEET 5
(PRIVATE STREET)
(STA. 9+00.00 C.L. TO 15+00.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
9+00 10+00 11+00 12+00 13+00
(STA. 9+00.00 C.L. TO 15+00.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
14+00
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
- 324
15+00
LEGEND:
CURVE
RADIUS
LENGTH
TANGENT
DELTA
--
D CONSTRUCT STORM DRAIN PER CRY STANDARDS
STALL 3691.16
LF OU
4` RGJ—RCP
0 0.11%
300.00'
CONSTRUCTION
NOTES
CL CENTERUNE SAH SEWER MANHOLE
E
INV INVERT SCO SEWER CLEANOUT
MANHOLE TYPE 'A' PER C.O.B. SID. SW -4R SW -5.
Oj
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9
SD STORM DRAIN SDMH STORM DRAIN MANHOLE
a
AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE
MH MANHOLE EXIST EXISTING
T
CONSTRUCT CATCH BASIN
°A'
LESS THAN 12".
TYPE PER C.O.B. SID. 0-14.
CB CATCH BASIN ELEV ELEVATION
4,
0
Q
CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN
JB BOX R/W RIGHT OF WAY
NOTES : T )
ALL CATCH BASINS ARE TO BE TYPE "A"
LINE STUB LOCATION AND INVERT SURVEYED PRIOR
cs
WITH 3.5 OPENINGS PER C.O.B. SIO. D-14
TO PLUGGING AND BACKFlWNG TRENCH.
UNLESS OTHERWISE NOTED.
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
O
REMOVE CAP & CONNECT TO EXISTING
363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
UNLESS OTHERWISE NOTED.
SEWER. CONTRACTOR TO VERIFY LOCATION
a•_°
H
3)
ALL SEWER LATERALS SHALL BE 4 INCH IN SIZE
DRAIN PRIOR TO CONSTRUCTION AND NOTIFY
3 OGNSTRUCT SEVER PER CITY STANDARDS
UNLESS OTHERWISE NOTED.
ENGINEER OF ANY DISCREPANCIES
I
4)
NO SEWER LATERALS SHALL BE WITHIN 5' FROM
� NNt�li
® CONSTRUCT SEWER MANHOLE
CLEANOUTS UNLESS OTHERWISE NOTED.
�C..-%1
TYPE 'A° PER C.O.B. SID. SW -4 AND SW -5.
Z
® CONSTRUCT SEWER CLEANOUT
SECTION DESIGNATION:
_
I- W
PER CO.B. SID. SW -6.
SECOON LETTER
2
�
SHEET NNE SECTION IS SHOWN
I
`g
NCC
O
oO
CC
W
U
-Zz
W
03
GCS
6
cr
W
o+Aa
r
W
+ M
—
N
i
l1
APPROXIMATE
GRADE
RNI
APPROXIMATE
E
0
ZN ���
_.
.VwO
1
i
1
INW
B" SEWER
I
I
i
I
i
I
-
I
I
r
j
I I
IIV. 11
SEWER
1
I
I
I
I
I
'
I
ci
X03
1
�
�
'I
mw
li
�
3w
m3a
oo
a
-I^O.
li
ww
dww
E
o7�
Tjdww�
174.47 lF
OF 8° PVC
SEWER O -%25%
:. INSTALL
174.20 LF OF
B" PVC SEWER
0 -0.25X
INSTALL 11.77
LF OF
6° PVC SEWE
R 0 1.00%
1
9+00 10+00 11+00 12+00 13+00
(STA. 9+00.00 C.L. TO 15+00.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
14+00
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
- 324
15+00
LEGEND:
CURVE
RADIUS
LENGTH
TANGENT
DELTA
--
D CONSTRUCT STORM DRAIN PER CRY STANDARDS
58.12'
37.00'
ABBRM TIONS
C2
300.00'
CONSTRUCTION
NOTES
CL CENTERUNE SAH SEWER MANHOLE
® CONSTRUCT STORM DRAIN
INV INVERT SCO SEWER CLEANOUT
MANHOLE TYPE 'A' PER C.O.B. SID. SW -4R SW -5.
Oj
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9
SD STORM DRAIN SDMH STORM DRAIN MANHOLE
a
AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE
MH MANHOLE EXIST EXISTING
T
CONSTRUCT CATCH BASIN
°A'
LESS THAN 12".
TYPE PER C.O.B. SID. 0-14.
CB CATCH BASIN ELEV ELEVATION
4,
0
Q
CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN
JB BOX R/W RIGHT OF WAY
NOTES : T )
ALL CATCH BASINS ARE TO BE TYPE "A"
LINE STUB LOCATION AND INVERT SURVEYED PRIOR
STREET
SCP STREET CONSTRUCDON PLAN p/L RIGHT OF WAY
WITH 3.5 OPENINGS PER C.O.B. SIO. D-14
TO PLUGGING AND BACKFlWNG TRENCH.
UNLESS OTHERWISE NOTED.
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
O
REMOVE CAP & CONNECT TO EXISTING
363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
UNLESS OTHERWISE NOTED.
SEWER. CONTRACTOR TO VERIFY LOCATION
AND INVERT OF EXISTING SEWER AND STORM
3)
ALL SEWER LATERALS SHALL BE 4 INCH IN SIZE
DRAIN PRIOR TO CONSTRUCTION AND NOTIFY
3 OGNSTRUCT SEVER PER CITY STANDARDS
UNLESS OTHERWISE NOTED.
ENGINEER OF ANY DISCREPANCIES
4)
NO SEWER LATERALS SHALL BE WITHIN 5' FROM
® CONSTRUCT SEWER MANHOLE
CLEANOUTS UNLESS OTHERWISE NOTED.
�C..-%1
TYPE 'A° PER C.O.B. SID. SW -4 AND SW -5.
Z
® CONSTRUCT SEWER CLEANOUT
SECTION DESIGNATION:
_
I- W
PER CO.B. SID. SW -6.
SECOON LETTER
2
�
SHEET NNE SECTION IS SHOWN
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
Ci
37.00'
58.12'
37.00'
9000'00'
C2
300.00'
126.18'
64.W
240556"
LINE TABLE
UNE
BEARING
DISTANCE
L1
N 41'3739" W
25.63'
L2
N 51'42'49° W
38.20'
150
Know what's below.
Cal I before you dig.
SCALE: 1" = 40'
40' 20' 0' 40' 8(
TD
T
sp
N
CJ 4
�Q
a
T
4,
0
rc
�C..-%1
Z
a
_
I- W
Z>
�
1 �
O
NCC
O
oO
CC
W
y
W
03
GCS
W
r
W
L J `J 1 J 3\
1 n
1 1 4N 1
!? i
5
\` w o0 0+ I
J m
1 V +m 6
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
DELAMERE STREET
SEE SHEET 3
I I I
II=
' II A
M y G O
NII. I I N II
Iz IN
N
O 2 �
N S •h N M `700 I W ' ��
a la- I p+r ZZUJ
NaN N 1A�--.
m"
TI
66.SEWER
E g.
---L-_
r° 162 0'8" SEVER Seti'ST39"E
s— —
S 88'57$9° E 26250'ioirn
WILDEVE WAY
(PRIVATE STREET)
(STA. 10+00.00 C.L. TO 12+62.50 C.L.)
SCALE: 1" = 40' HORIZONTAL
i w Ica I
1 w �
In. a
� N
I I 1
I
o l l I
�� II
DELAMERE STREET
SEE SHEET 3
9+50 10+00 11+00 12+00
(STA. 9+50.00 C.L. TO 13+00.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
LEGEND:
EN
CL CENTERUNE SMH SEWER MANHOLE
INV INVERT SCO SEWER CLEANOUT
SO STORM DRAIN SDMH STORM DRAM MANHOLE
MH MANHOLE EXIST EXISTING
CB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY
SCP STREET CONSTRUCTION PLAN PA RIGHT OF WAY
T.O.M. 363.2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
—s—CONSTRUCT SEWER PER CITY STANDARDS
® CONSTRUCT SEWER MANHOLE
TYPE °A' PER C.O.B. STD. SW -4 AND SW -5.
0 CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
356
354
I
352
350
348
346
I
344
342
340
338
336
334
332
330
328
326
13+00
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
STORM DRAIN PIPE TABLE
PIPE
i
I
i
LENGTH
01
�
I
I
76.22'
D2
16"
I N26.10'20"W
I
L4
N 1'02'21" E
94.87
omn>_
AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE
.11R
-111 CONSTRUCT CATCH BASIN
LESS THAN 12".
FINISHED
TYPE "A" PER C.O.B. STD. D-14.
\p �W+J
t0
I
N
O
SHALL HAVE THE SEWER/STORM DRAIN
NOTES : i)
ALL CATCH BASINS ARE TO BE TWE
LINE STUB L
LINE STUB LOCATION AND INVERT SURVEYED PRIOR
D-
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
GRADEAPPROAMAC
GRADE O C
71ERUNE
I
j V
a �
10.02'
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
1
REMOVE CAP & CONNECT TO EXISTING
I
11°
0
1
!
-
AND INVERT OF EXISTING SEWER AND STORM
N
0
DRAIN PRIOR TO CONSTRUCTION AND NOTIFY
UNLESS OTHERWISE NOTED.
W
ENGINEER OF ANY DISCREPANCIES
I
NO SEWER LATERALS SHALL BE WITHIN 5- FROM
+N0yy1
i o
pp
I
CLEANOUTS UNLESS OTHERWISE NOTED.
_
-
�
ws
OM
Q2r>�Waaw�}hh
µµmµ
a w
2
L.S
b
j
M+;J
r Z
- Y-
�
I
1
W
W
T
Wei,
i
(aJ
OJYI
I
i
n
I
N
I
I
�,o-alb
I
I
I M
6 rc
Z ,Y
O
OZ
(
I
Z
mgry
Zinn
i
I
I
I
i
o
I
z
I
1
- -z
1
!
�-
!
I
I
1
I
i
�-
i
•J`
zn
O
G
In
�
N
Wlal
W W
18
W
W
N
1
i
t*O
C+
�
1
I
I I
LL�Inn
fnNN
O
NTERUHE
!
.GRADE
I
S
y
I
---I---
i�1
I
y�I
•S
'1
i
3
•.W
�
N
,>j
-1
I
J
!
I
i
j
I
1L
INV. li
g
m`nh
IVY Iff
DRAIN
x'jiI•
'
I
I
I
I
i
:
-- -
'
INV.
4 DRAIN
.
i
1
O
w
W
i
I INV
8 " SEWER
INSTALL
100.0)
LF OF
VC
1.00$
°
I INSTALL 16'2.50
LF OF
°PVC
0 -0.25
i
-J
INV. 8
SEWER
'
i
j
I
9+50 10+00 11+00 12+00
(STA. 9+50.00 C.L. TO 13+00.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
LEGEND:
EN
CL CENTERUNE SMH SEWER MANHOLE
INV INVERT SCO SEWER CLEANOUT
SO STORM DRAIN SDMH STORM DRAM MANHOLE
MH MANHOLE EXIST EXISTING
CB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY
SCP STREET CONSTRUCTION PLAN PA RIGHT OF WAY
T.O.M. 363.2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
—s—CONSTRUCT SEWER PER CITY STANDARDS
® CONSTRUCT SEWER MANHOLE
TYPE °A' PER C.O.B. STD. SW -4 AND SW -5.
0 CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
356
354
I
352
350
348
346
I
344
342
340
338
336
334
332
330
328
326
13+00
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
STORM DRAIN PIPE TABLE
PIPE
SIZE
BEARING
LENGTH
01
24"
S02.07'25"W
76.22'
D2
16"
I N26.10'20"W
94.70'
SEWER PIPE TABLE
PIPE
SIZE
BEARING
LENGTH
S1
8"
NOO-55-27"E
129.23'
S2
8"
N25 -0632"W
65.13'
LINE TABLE
UNE
BEARING
DISTANCE
L1
N 381313' E
68.82'
L2
N 7371'43" E
65.20'
L3
S 35'40'24" E
55.21'
L4
N 1'02'21" E
94.87
rj SCALE 1"=40' HORIZONTAL
1"=4' VERTICAL
---
o CONSTRUCT STORM DRAIN PER CLTY STANDARDS
! INS
U 1
0
�
CONSTRUCTION
INSTALL 1002 LF OF 18"
N
® CONSTRUCT STORM DRAIN
Jul
RGJ-RIX' O 0.11%
Oj
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9
omn>_
AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE
.11R
-111 CONSTRUCT CATCH BASIN
LESS THAN 12".
DI
TYPE "A" PER C.O.B. STD. D-14.
\p �W+J
t0
I
N
O
SHALL HAVE THE SEWER/STORM DRAIN
NOTES : i)
ALL CATCH BASINS ARE TO BE TWE
LINE STUB L
LINE STUB LOCATION AND INVERT SURVEYED PRIOR
D-
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
W�to
TO PLUGGING AND BACKFILUNG TRENCH.
__
j V
a �
10.02'
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
Q
REMOVE CAP & CONNECT TO EXISTING
N23'52'39"W V
11°
0
SEWER. CONTRACTOR TO VERIFY LOCATION
-
AND INVERT OF EXISTING SEWER AND STORM
N
j 0
Il �•-^
DRAIN PRIOR TO CONSTRUCTION AND NOTIFY
UNLESS OTHERWISE NOTED.
W
ENGINEER OF ANY DISCREPANCIES
4)
NO SEWER LATERALS SHALL BE WITHIN 5- FROM
+N0yy1
i o
pp
I
CLEANOUTS UNLESS OTHERWISE NOTED.
_
-
�
ws
OM
Q2r>�Waaw�}hh
µµmµ
a w
2
L.S
b
j
M+;J
r Z
- Y-
,Wj,py
aLWR�a�M
May
1
W
W
T
Wei,
i
(aJ
OJYI
I
i
n
I
N
I
I
�,o-alb
I
I
I M
6 rc
Z ,Y
O
OZ
(
I
Z
mgry
Zinn
I
I
i
o
I
z
1
- -z
-
�-
—
I
i
i
•J`
zn
O
G
In
�
rj SCALE 1"=40' HORIZONTAL
1"=4' VERTICAL
---
o CONSTRUCT STORM DRAIN PER CLTY STANDARDS
! INS
U 1
0
�
CONSTRUCTION
NOTES
N
® CONSTRUCT STORM DRAIN
Jul
MANHOLE TYPE °A" PER C.O.B. STD. SW -4 & SW -5.
Oj
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9
omn>_
AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE
.11R
-111 CONSTRUCT CATCH BASIN
LESS THAN 12".
DI
TYPE "A" PER C.O.B. STD. D-14.
\p �W+J
t0
NV
O
SHALL HAVE THE SEWER/STORM DRAIN
NOTES : i)
ALL CATCH BASINS ARE TO BE TWE
LINE STUB L
LINE STUB LOCATION AND INVERT SURVEYED PRIOR
D-
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
W�to
TO PLUGGING AND BACKFILUNG TRENCH.
I
UNLESS OTHERWISE NOTED.
j V
a �
10.02'
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
Q
REMOVE CAP & CONNECT TO EXISTING
N23'52'39"W V
UNLESS OTHERWISE NOTED.
SEWER. CONTRACTOR TO VERIFY LOCATION
-
AND INVERT OF EXISTING SEWER AND STORM
3)
ALL SEWER LATERALS SHALL BE 4 INCH IN SIZE
DRAIN PRIOR TO CONSTRUCTION AND NOTIFY
UNLESS OTHERWISE NOTED.
W
ENGINEER OF ANY DISCREPANCIES
4)
NO SEWER LATERALS SHALL BE WITHIN 5- FROM
pp
CLEANOUTS UNLESS OTHERWISE NOTED.
SECTION DESIGNATION:
Sft"RIXT LETTEIT�
ws
-
2
L.S
LOT
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
JN1-�-7
NOT A ?ART
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
mg's
d j
Z � W
mgr
'
vla WSW< �� i Im
I- .*o
cai < W rn rn i -ii M
HARBOROUGH DRIVE
SEE SHEET 4
ADDLINGTON STREET
(PRIVATE STREET)
(STA. 15+94.85 C.L. TO 18+00.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
L.S LOT
rc �16
1
! INS
U 1
0
�
IN
LL
N
/¢
Jul
''
tC
omn>_
RCP O
.11R
U Q W LL
DI
\p �W+J
t0
NV
a
�d a
w
in.
1
W�to
I
j V
a �
10.02'
/
m
18" DRAIN
2 d
N23'52'39"W V
JN1-�-7
NOT A ?ART
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
mg's
d j
Z � W
mgr
'
vla WSW< �� i Im
I- .*o
cai < W rn rn i -ii M
HARBOROUGH DRIVE
SEE SHEET 4
ADDLINGTON STREET
(PRIVATE STREET)
(STA. 15+94.85 C.L. TO 18+00.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
L.S LOT
rc �16
! INS
U 1
7
�
IN
LL
F
/¢
Jul
''
tC
RCP O
.11R
DI
17
I
ft7±00
S2
-
w rn
W
,a
pp
ws
-
L.S
LOT
a
P/L
1
T
i
a
z��i
I
n
oH'z
N
i»
I
�,o-alb
I M
6 rc
Z ,Y
O
OZ
(
I
Z
mgry
Zinn
W0
o
z
•J`
zn
O
G
In
�
N
Wlal
W W
18
W
W
N
1
i
t*O
C+
�
1
I
I I
LL�Inn
fnNN
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
15+50 16+00 17+00 18+00 18+50
(STA. 15+50.00 C.L. TO 18+50.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
SCALE: 1" = 40'
40' 20' O' 40' BO'
O
Know what's below.
Call before you dig.
! INS
ALL 94.70
OF 18
GJ-
IN
LL
4
RCP O
.11R
I
-
w rn
,a
pp
--<G
-
T
i
a
z��i
oH'z
i»
I
�,o-alb
m3�
Z ,Y
O
OZ
I
Z
mgry
Zinn
•J`
O
G
In
�—
N
Wlal
W W
W
N
1
i
�
1
I
I I
O
NTERUHE
!
.GRADE
I
S
y
I
---I---
i 1
I
,
I
I
j
1L
INV. li
IVY Iff
DRAIN
'
I
I
I
i
:
-- -
'
INV.
4 DRAIN
.
i
I INV
8 " SEWER
I
i
°
i
INV. 8
SEWER
j
I
'
i
C
I
_
b
1
2
0
I
i
I
yW
W
Wa
�l>,i
3
t>Ji
N
W
I
I PVC
O -0.25
INSTALL 12B+23
lF OF
PYC
O -D.25$
I
�
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
15+50 16+00 17+00 18+00 18+50
(STA. 15+50.00 C.L. TO 18+50.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
SCALE: 1" = 40'
40' 20' O' 40' BO'
O
Know what's below.
Call before you dig.
OFFSITE STORM DRAIN
SEE SHEET 7
DRAIN
(AGE AND DRAINAGE EASEMENT
DOC/ 218151637
FUTURE DEVELOPMENT
FLOWAGE AND DRAINAGE EASEMENT --_-- ---
PER DOC. 900217005998
---------------------------
-213.32 30" DRAIN5501'02'21"W-----
HIGHGATE PARK BOULEVARD
FLOWAGE AND DRAINAGE EASEMENT 1
PER DOC9218151637 f-
- R/W
`PA 1 1 M N $o
U N T Ia i a4 ti
NOT, PART 1 W
T
a �
1 ,
6 1 5 ' i i 2
1 4 I 3 I IS
L
1
LO TT
HIGHGATE PARK BOULEVARD ADDLINSEE SHEET 5TREET
(OFFSITE)
(STA. 14+38.18 C.L. TO 19+46.10 C.L.)
SCALE: 1" = 40' HORIZONTAL
362
360
358
356
354
352
350
348
346
344
342
340
338
11
i'
336
334
14+00
AND DRAINAGE EASEMENT
L.S LOT
SEWER
U N I T 3
20' WIDE SOUTHERN CAUFORNIA GAS
COMPANY PIPELINE EASEMENT PER BK.
5739, Pr 2035 O.R.
HARBOROUGH DRIVE
SEE SHEET 4
LEGEND'
INSTA
1 184.74 OF 30"
RCP O
I Hyl
z
,
INS TA
213.32 LFI
OF 30" R
-RCP O 0.
8%
CL
IN
TALL 166.8
LF OF 30
RGJ-RCP
0.08%
DRAIN
(AGE AND DRAINAGE EASEMENT
DOC/ 218151637
FUTURE DEVELOPMENT
FLOWAGE AND DRAINAGE EASEMENT --_-- ---
PER DOC. 900217005998
---------------------------
-213.32 30" DRAIN5501'02'21"W-----
HIGHGATE PARK BOULEVARD
FLOWAGE AND DRAINAGE EASEMENT 1
PER DOC9218151637 f-
- R/W
`PA 1 1 M N $o
U N T Ia i a4 ti
NOT, PART 1 W
T
a �
1 ,
6 1 5 ' i i 2
1 4 I 3 I IS
L
1
LO TT
HIGHGATE PARK BOULEVARD ADDLINSEE SHEET 5TREET
(OFFSITE)
(STA. 14+38.18 C.L. TO 19+46.10 C.L.)
SCALE: 1" = 40' HORIZONTAL
362
360
358
356
354
352
350
348
346
344
342
340
338
11
i'
336
334
14+00
AND DRAINAGE EASEMENT
L.S LOT
SEWER
U N I T 3
20' WIDE SOUTHERN CAUFORNIA GAS
COMPANY PIPELINE EASEMENT PER BK.
5739, Pr 2035 O.R.
HARBOROUGH DRIVE
SEE SHEET 4
15+00 16+00 17+00 18+00
(STA. 14+00.00 C.L. TO 20+00.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
19+00
LEGEND'
INSTA
1 184.74 OF 30"
RCP O
.08%
--
D CONSTRUCT STORM DRAIN PER CITY STANDARDS
INS TA
213.32 LFI
OF 30" R
-RCP O 0.
8%
CL
IN
TALL 166.8
LF OF 30
RGJ-RCP
0.08%
INVERT SCO SEWER CLEANOUT
18" RGJ
MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
Oj CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9
SD
STORM DRAIN SDMH STORM DRAIN MANHOLE
STORMMANHOD
(PUBLIC)
AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE
j
rt
W
� CONSTRUCT CATCH BASIN
"A"
LESS THAN 127.
(PUBLIC)
TYPE PER C.O.B. STI. D-14.
m
CATCH BASIN ELEV ELEVATION
(
92 LF PUB
C)
e
1
NOTES : 1)
ALL CATCH BASINS ARE TO BE TYPE "A"
UNE STUB LOCATION AND INVERT SURVEYED PRIOR
SCP
STREET CONSTRUCTION PLAN PA RIGHT OF WAY
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
TO PLUGGING AND BACKFILLING TRENCH.
�
UNLESS OTHERWISE NOTED.
3 3.2 TOP OF CLEANOUT ELEVATIONUNLESS
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
O REMOVE CAP & CONNECT TO EXISTING
T .M•
MANHOLE/TOP
OTHERWISE NOTED.
SEWER. CONTRACTOR TO VERIFY LOCATION
J m N •'Il
� W�
AND INVERT OF EXISTING SEWER AND STORM
o
z
z�3p
�
ALL SEWER LATERALS SHALL BE 4 INCH IN SIZE
DRAIN PRIOR TO CONSTRUCTION AND NOTIFY
$
CONSTRUCT SEWER PER CITY STANDARDS
�.•zm
UNLESS OTHERWISE NOTED.
ENGINEER OF ANY DISCREPANCIES
r
4)
I
®
o
� z�Wim
ZZI
CLEANOUTS UNLESS OTHERWISE NOTED.
�
o
z
zin �n
EASEMENT LEGEND
®
CONSTRUCT SEWER CLEANOUT
1� AS ON,
SEC nON DESIGNATION,
SECTION LETTER
FLOWAGE AND DRAINAGE EASEMENT TO BE
Q
PER C.O.B. STD. SW -6.
DEDICATED WITH FINAL MAP
A
L_
z
---- -
®SECONDARY ACCESS EASEMENT TO BE
DEDICATED WITH FINAL MAP
Z
M M
0
SHEET WEREE SECTION IS SHOWN
W YJ
�y
dw
in
s
I
Z
j
j
�
i
I
0
i
ZLu
f
r
LL
I
i i
I
I�
0
I
I
ISI
CJg�Q
a,^moo.
j
I
O
LLI
OoanF
C-5
V°
I
LU
i
APPROXIMATE
RNI
IED
i
I
C�
i
I
—
I
—
_
_.�
f GRAD
O CENTER
E
1•
co
n
LL
0
- -
i
r
I
1
d
ISI
I
114V.
j
i
II
-
;
_-
I
Y .
WATER
�
�
,
,
SO. CAL
UNEfi
,
i
�
�L
--
I
j
--
I
, DRAIN
IN
30' DRAIN
IN
. 30" DRAI
15+00 16+00 17+00 18+00
(STA. 14+00.00 C.L. TO 20+00.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
19+00
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
20+00
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
SOUTHERN CALIFORNIA GAS NOTES
LEGEND'
m
M
I
i
--
D CONSTRUCT STORM DRAIN PER CITY STANDARDS
m
ABBREVIATIONS
O 2 Z
U K
m
a
CONSTRUCTION NOTES
CL
CENTERLINE SMH SEWER MANHOLE
® CONSTRUCT STORM DRAIN
INV
INVERT SCO SEWER CLEANOUT
18" RGJ
MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
Oj CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9
SD
STORM DRAIN SDMH STORM DRAIN MANHOLE
STORMMANHOD
AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE
MH
EXIST EXISTING
W
� CONSTRUCT CATCH BASIN
"A"
LESS THAN 127.
TYPE PER C.O.B. STI. D-14.
C8
CATCH BASIN ELEV ELEVATION
N
O CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN
JB
JUNCTION BOX R/W RIGHT OF WAY
NOTES : 1)
ALL CATCH BASINS ARE TO BE TYPE "A"
UNE STUB LOCATION AND INVERT SURVEYED PRIOR
SCP
STREET CONSTRUCTION PLAN PA RIGHT OF WAY
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
TO PLUGGING AND BACKFILLING TRENCH.
�
UNLESS OTHERWISE NOTED.
3 3.2 TOP OF CLEANOUT ELEVATIONUNLESS
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
O REMOVE CAP & CONNECT TO EXISTING
T .M•
MANHOLE/TOP
OTHERWISE NOTED.
SEWER. CONTRACTOR TO VERIFY LOCATION
J m N •'Il
� W�
AND INVERT OF EXISTING SEWER AND STORM
0�i
3)
ALL SEWER LATERALS SHALL BE 4 INCH IN SIZE
DRAIN PRIOR TO CONSTRUCTION AND NOTIFY
$
CONSTRUCT SEWER PER CITY STANDARDS
>i
UNLESS OTHERWISE NOTED.
ENGINEER OF ANY DISCREPANCIES
r
4)
NO SEWER LATERALS SHALL BE 'WITHIN 5' FROM
®
CONSTRUCT SEWER MANHOLE
ZZI
CLEANOUTS UNLESS OTHERWISE NOTED.
TYPE "A' PER C.O.B. STD. SW -4 AND SW -5
EASEMENT LEGEND
®
CONSTRUCT SEWER CLEANOUT
1� AS ON,
SEC nON DESIGNATION,
SECTION LETTER
FLOWAGE AND DRAINAGE EASEMENT TO BE
Q
PER C.O.B. STD. SW -6.
DEDICATED WITH FINAL MAP
A
L_
z
---- -
®SECONDARY ACCESS EASEMENT TO BE
DEDICATED WITH FINAL MAP
0
SHEET WEREE SECTION IS SHOWN
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
20+00
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
SOUTHERN CALIFORNIA GAS NOTES
A SOUTHERN CALIFORNIA GAS COMPANY
TRANSMISSION PERSONNEL SHALL BE ON STANDBY
WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10'
OF THE EXISTING TRANSMISSION UNE. CONTACT TAB
LAGOW AT 661-763-2825 TWO WEEKS BEFORE THE
PROPOSED WORK TO ALLOW AMPLE TIME TO
SCHEDULE STANDBY. THE CONTRACTOR MUST ALSO
GET A NEW USA TICKET AT LEAST TWO (2) DAYS
PRIOR TO ANY CONSTRUCTION.
ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A
MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED
SOIL) HORIZONTAL SEPARATION AND 18 IN. OF
VERTICAL SEPARATION FROM THE EXISTING 24"
SOUTHERN CAUFORNIA GAS CO. TRANSMISSION UNE.
ADDITIONALLY, NO LESS THAN 3, OR MORE THAN
7', OF COVER IS TO BE OVER THE EXISTING
TRANSMISSION LINE
AT NO TIME SHALL POWER DRIVEN OR POWER
OPERATED EQUIPMENT BE USED DIRECTLY OVER THE
TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE
OF THE PIPE EQUIPMENT SHALL NOT REMAIN
STATIONARY OVER THE PIPELINE.
A_
6 SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
SCALE: 1" = 40'
40' 20' O' 40' 80'
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
454,
Know what's below.
Call before you dig.
o
m
M
I
i
0a
m
O 2 Z
U K
m
a
IRCP
Z 0
Q J
INSTALL
36.79 LF 0
18" RGJ
O 0.11
S -
i
>
Q
W
D
N
N
In
N
�3
�
�
N
•'pM'�3
it
Z
W z W
N
J m N •'Il
� W�
0�i
M
>
azo
>i
i
�w
O
r
T�
n -Z
ZZI
z
0
�y
dw
in
s
I
j
j
�
i
I
0
i
ZLu
f
r
LL
I
i i
I
I�
0
I
I
ISI
CJg�Q
a,^moo.
j
I
O
LLI
OoanF
C-5
V°
I
LU
LU
ca
I
I
C�
I
I
I
—
A SOUTHERN CALIFORNIA GAS COMPANY
TRANSMISSION PERSONNEL SHALL BE ON STANDBY
WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10'
OF THE EXISTING TRANSMISSION UNE. CONTACT TAB
LAGOW AT 661-763-2825 TWO WEEKS BEFORE THE
PROPOSED WORK TO ALLOW AMPLE TIME TO
SCHEDULE STANDBY. THE CONTRACTOR MUST ALSO
GET A NEW USA TICKET AT LEAST TWO (2) DAYS
PRIOR TO ANY CONSTRUCTION.
ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A
MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED
SOIL) HORIZONTAL SEPARATION AND 18 IN. OF
VERTICAL SEPARATION FROM THE EXISTING 24"
SOUTHERN CAUFORNIA GAS CO. TRANSMISSION UNE.
ADDITIONALLY, NO LESS THAN 3, OR MORE THAN
7', OF COVER IS TO BE OVER THE EXISTING
TRANSMISSION LINE
AT NO TIME SHALL POWER DRIVEN OR POWER
OPERATED EQUIPMENT BE USED DIRECTLY OVER THE
TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE
OF THE PIPE EQUIPMENT SHALL NOT REMAIN
STATIONARY OVER THE PIPELINE.
A_
6 SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
SCALE: 1" = 40'
40' 20' O' 40' 80'
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
454,
Know what's below.
Call before you dig.
o
m
M
0a
m
O 2 Z
U K
m
a
Z 0
Q J
W U
M
S -
>
Q
W
D
In
m
�
N
M
>
z
T�
z
0
in
s
0
ZLu
LL
Z LL
0
CJg�Q
a,^moo.
®
O
LLI
OoanF
C-5
V°
LU
LU
ca
6
C�
co
n
LL
0
�6
�41k
�4%
EXISTING SUMP
(PRIVATE)
PROVIDED SUMP CAPACITY : 16.16 AC—FT
REQUIRED SUMP CAPACITY : 15.34 AC—FT
DESIGN WATER SURFACE = ELEV. 343.0
BOTTOM BASIN = ELEV. 334.0
LEGEND:
ABBREVIATIONS
CL CENTERLINE SMH SEWER MANHOLE
INV INVERT SCO SEWER CLEANOUT
SO STORM DRAIN SDMH STORM DRAIN MANHOLE
MH MANHOLE EXIST EXISTING
CB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY
SCP STREET CONSTRUCTION PLAN P/L RIGHT OF WAY
TOM, 363.22 TOP OF MANHCE/TOP OF CLEANOUT ELEVATION
—• 5 CONSTRUCT SEVER PER CITY STANDARDS
® CONSTRUCT SEWER MANHOLE
TYPE "A' PER GO.B. STD. SW -4 AND SW -5.
® CONSTRUCT SEWER CLEANOUT
PER GO.B. STD. SW -6.
a
`SEE DETAIL C-7 THIS SHEET
l
I
I
I 1
I
I
I I
1
I I
I I
I I
II
I '
I 1
I I1
1
I
I
I
i �"R• `FLOWAGE AND DRAINAGE
- 4* EASEMENT PER DOG /0021700.5998
l
tea` �.• PROPOS1,' GAS UNE
FUM 34' PC&E GAS \\
EASEMENT
DRILL ISLAND
(NOT A PART) OFFSITE STORM DRAIN
I N
1 11
i
1 I II i
i
I
3
I 1
1
1 GAS
1 1 /8° WATER PER '
i / ' SEPARATE PLANS
4 I
1 1 ,
PARK CNT . 1
TE
CTION GHOA. 0T 1
1 INTER 3818 C.4 HI
STA. 13+95.27 _L0P
5
1 Ill
1
FLOWAGE AND OR �N EASEMENT
II1
PER DOC. 0218151tAT7
364
LF
ERCP
362
79 LF
360
358
360
356
--
354
PG&E GAS NOTES:
CALL 811 (1-800-227-2600) A MINIMUM OF 2
3552
BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF
OF@
CONTACT) IN ADVANCE FOR THE MARKING OF
OF 4Y
UNDERGROUND UTILITIES INCLUDING ALL
NON-URLJTIES BEFORE YOU DIG, GRADE. OR
350
EXCAVATE.
W Z N
ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A
352
MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED
346
SOIL) HORIZONTAL SEPARATION AND 24 IN. OF
350
VERTICAL SEPARATION FROM THE EXISTING 34"
�ROG8
PACIFIC GAS & ELECTRIC TRANSMISSION UNE.
®0.
ADDITIONALLY, NO LESS THAN 72" OF COVER IS TO
346
BE OVER THE EXISTING TRANSMISSION LINE AT ANY
346
TIME.
AT NO TIME SHALL POWER DRIVEN OR POWER
344
OPERATED EQUIPMENT BE USED DIRECTLY OVER THE
TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE
342
OF THE PIPE. EQUIPMENT SHALL NOT REMAIN
- -
STATIONARY OVER THE PIPELINE. A PG&E
342
TRANSMISSION PERSONNEL SHALL BE ON STANDBY
WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10'
338
OF THE EXISTING TRANSMISSION LINE
ALL 238.7
LF OF 38
340
0088
338
CONSTRUCT PORTION OF 42" OF STORM DRAIN
334
PRIOR TO THE CONSTRUCTION OF THE PROPOSED
34' PG&E GAS UNE. THE CENTER OF THE STORM
332
DRAIN SEGMENT IS TO BE CENTERED UNDER THE
336
PROPOSED GAS LINE. SEE DETAIL SHEET 7
330
UPON COMPLETION OF THE PROPOSED 34" PG&E
334
GAS LINE AND REMOVAL OF EXISTING 34' GAS LINE,
(18.53 LF P
REMOVE THE PLUG AND CONSTRUCT REMAINDER OF
1
THE STORM DRAIN TO THE EXISTING SUMP.
1
332
330
LEGEND:
ABBREVIATIONS
CL CENTERLINE SMH SEWER MANHOLE
INV INVERT SCO SEWER CLEANOUT
SO STORM DRAIN SDMH STORM DRAIN MANHOLE
MH MANHOLE EXIST EXISTING
CB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY
SCP STREET CONSTRUCTION PLAN P/L RIGHT OF WAY
TOM, 363.22 TOP OF MANHCE/TOP OF CLEANOUT ELEVATION
—• 5 CONSTRUCT SEVER PER CITY STANDARDS
® CONSTRUCT SEWER MANHOLE
TYPE "A' PER GO.B. STD. SW -4 AND SW -5.
® CONSTRUCT SEWER CLEANOUT
PER GO.B. STD. SW -6.
a
`SEE DETAIL C-7 THIS SHEET
l
I
I
I 1
I
I
I I
1
I I
I I
I I
II
I '
I 1
I I1
1
I
I
I
i �"R• `FLOWAGE AND DRAINAGE
- 4* EASEMENT PER DOG /0021700.5998
l
tea` �.• PROPOS1,' GAS UNE
FUM 34' PC&E GAS \\
EASEMENT
DRILL ISLAND
(NOT A PART) OFFSITE STORM DRAIN
I N
1 11
i
1 I II i
i
I
3
I 1
1
1 GAS
1 1 /8° WATER PER '
i / ' SEPARATE PLANS
4 I
1 1 ,
PARK CNT . 1
TE
CTION GHOA. 0T 1
1 INTER 3818 C.4 HI
STA. 13+95.27 _L0P
5
1 Ill
1
FLOWAGE AND OR �N EASEMENT
II1
PER DOC. 0218151tAT7
--- o CONSTRUCT STORM DRAIN PER CITY STANDAR 7 SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
® CONSTRUCT STORM DRAIN
MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 & SW -5.
`tr CONSTRUCT CATCH BASIN
TYPE 'A' PER C.O.B. SID. D-14.
NOTES.: 1) ALL CATCH BASINS ARE TO BE TYPE "A"
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
UNLESS OTHERWISE NOTED.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED.
3) ALL SEWER LATERALS SHALL BE 4 INCH IN SIZE
UNLESS OTHERWISE NOTED.
4) NO SEWER LATERALS SHALL BE WITHIN 5' FROM
CLEANOUTS UNLESS OTHERWISE NOTED.
SECTION DESIGNATION:
SECTION LETTER 2
SHUT WHERE SECTION IS SHOWN 2
11 6
1 �
FUTURE HIGHGATE PARK BOULEVARD
U,rN-r� T
V\\ NOT A PART
TRACT BIND Y
364
STALL
LF
ERCP
i INSTALL
79 LF
362
360
S
--
360
358
358
356
OF@
OF 4Y
GJ -RCP
354
352
W Z N
352
350
350
348
�ROG8
�p
®0.
346
•
346
344
ay>ii
344
342
c>i
342
..
- -
340
338
g
338
IN
ALL 238.7
LF OF 38
RGJ-RCP
0088
334
332
332
330
330
1
(18.53 LF P
BLIC)
1
�V�MMM
1
I
PPRO)OMAI
EXISTING
GRADE ® 1
DNTERUNE
,
H
I
1.
y�
r7 N
N H Sa
N f0 • N
!
1
ai
�'F
e •
Iq——
Z
�2
yM,z g
2zz
1
6
�Wf7
Z
=m'N
�
"e7 Z^fpObi7
1
Z
3�
PLUG
PER
t-
-
DETA
L B '1
w
I
-
W
2_
j
INV.
36' DRAIN
AP
ROXIMATE
MISTING
G�tADE
0 CENLINE
!
II
j
i
I
1
I
I
I
I
1
1
PR
TO BE R�OVID
INV. 3�"
PG&E G
I
N
1
1
1
I
i
i
1
I
INV. 36
DRAIN
i
I
1
----_.a
- 2
INV. 42
_
i EXISTING SUMP BTM ELEV.
33400'
DRAIN
--- o CONSTRUCT STORM DRAIN PER CITY STANDAR 7 SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
® CONSTRUCT STORM DRAIN
MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 & SW -5.
`tr CONSTRUCT CATCH BASIN
TYPE 'A' PER C.O.B. SID. D-14.
NOTES.: 1) ALL CATCH BASINS ARE TO BE TYPE "A"
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
UNLESS OTHERWISE NOTED.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED.
3) ALL SEWER LATERALS SHALL BE 4 INCH IN SIZE
UNLESS OTHERWISE NOTED.
4) NO SEWER LATERALS SHALL BE WITHIN 5' FROM
CLEANOUTS UNLESS OTHERWISE NOTED.
SECTION DESIGNATION:
SECTION LETTER 2
SHUT WHERE SECTION IS SHOWN 2
11 6
1 �
FUTURE HIGHGATE PARK BOULEVARD
U,rN-r� T
V\\ NOT A PART
TRACT BIND Y
364
INSTALL!
78.86 LF
364
362
362
360
S
360
358
358
356
356
354
354
352
W Z N
352
350
350
348
�p
348
346
•
346
344
ay>ii
344
342
c>i
342
340
340
338
g
338
336
�
336
334
334
332
332
330
330
CONSTRUCTION NOTES
Oi CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9
AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE
LESS THAN 12'.
O CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN
LINE STUB LOCATION AND INVERT SURVEYED PRIOR
TO PLUGGING AND BACKFILLING TRENCH.
Q3 REMOVE CAP & CONNECT TO EXISTING
SEWER. CONTRACTOR TO VERIFY LOCATION
AND INVERT OF EXISTING SEWER AND STORM
DRAIN PRIOR TO CONSTRUCTION AND NOTIFY
ENGINEER OF ANY DISCREPANCIES
&SCALE:
________CALE: 1" = 40' HORIZONTAL
1" = 4' VERTICAL
O OMNECT REMAINDER OF 42'
STORM DRAIN TO SUMP
AFTER 34' PG&E GAS UNE HAS
BEEN REMOVED
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
PROPOSED 34' PG&E
GAS UNE
Ol PLACE 42' STORM DRAIN SEGMENT PRIOR TO
CONSTRUCTION OF 34' PCM GAS UNE AND
BACKFILL PER =11. STANDARDS
I 16' MIN. I
O SEQUENCE OF CONSTRUCTION
UNDER PROPOSED GAS UNE
TRTAR
PLUG
CGN;. BLOC( OR
MORTARED IN PLACE
BRICK & MORTAR PLUG DETAIL
7 N. T.S.
SCALE: 1" = 40'
40' 20' O' 40' so'
43
Know what's below.
Call before you dig.
INSTALL!
78.86 LF
W 36'
RGJ✓-RCP
®01
S
Z
W Z N
m
Vl
�p
•
N ,0
ay>ii
c>i
'
g
t2ZZ
�
L_�
n Tn
I $I
InM
�V�MMM
I
PPRO)OMAI
EXISTING
GRADE ® 1
DNTERUNE
,
I
1
ai
Iq——
1
PLUG
PER
t-
-
DETA
L B '1
I
2_
j
INV.
36' DRAIN
&SCALE:
________CALE: 1" = 40' HORIZONTAL
1" = 4' VERTICAL
O OMNECT REMAINDER OF 42'
STORM DRAIN TO SUMP
AFTER 34' PG&E GAS UNE HAS
BEEN REMOVED
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
PROPOSED 34' PG&E
GAS UNE
Ol PLACE 42' STORM DRAIN SEGMENT PRIOR TO
CONSTRUCTION OF 34' PCM GAS UNE AND
BACKFILL PER =11. STANDARDS
I 16' MIN. I
O SEQUENCE OF CONSTRUCTION
UNDER PROPOSED GAS UNE
TRTAR
PLUG
CGN;. BLOC( OR
MORTARED IN PLACE
BRICK & MORTAR PLUG DETAIL
7 N. T.S.
SCALE: 1" = 40'
40' 20' O' 40' so'
43
Know what's below.
Call before you dig.