HomeMy WebLinkAbout1.2-7299 Ph 3 Record DrawingLEGEND:
ABBREVIATIONS
CL
CENTERLINE
INV
INVERT
SO
STORM DRAIN
MH
MANHOLE
CB
CATCH BASIN
JB
JUNCTION BOX
C&G
CURB & GUTTER
PA
PROPERTY LINE
SMH
SEWER MANHOLE
SCO
SEWER CLEANOUT
SDMH
STORM DRAIN MANHOLE
EX/EXST
EXISTING
ELEV
ELEVATION
R/W
RIGHT OF WAY
FOC
FACE OF CURB
FL
FLOWUNE
�O TOP OF MANHOUE/TOP OF CLEANOUT ELEVATION
.M- 363 2�2
s-
CONSTRUCT SEWER PER CITY STANDARDS
UNIT 4
CONSTRUCT SEWER MANHOLE
v .
TIrp
TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
0
CONSTRUCT SEWER CLEANOUT
LF
PER C.O.B. STD. SW -6.
LF
-CONSTRUCT STORM DRAIN PER CITY STANDARDS
0
CONSTRUCT STORM DRAIN
LF
MANHOLE TYPE "A" PER C.O.B. STD. SW 4 & SW -5.
-
CONSTRUCT CATCH BASIN
LF
TYPE "A" PER C.O.B. STD. D-14.
LATERAL
47 SOO
CENTERLINE MONUMENT
TO LOT UNE SO THAT
EXISTING SEWER LINE
LATERAL IS WITHIN
EXISTING STORM DRAIN LINE
TOLERANCE.
EXISTING SEWER MANHOLE
LF
EXISTING SEWER CLEANOUT
LF
EXISTING DRAIN MANHOLE
STAMP AN 'S� INTO CURB FACE
OVER EACH SEWER LATERAL
(L MULTIPLE UTIUTY
TRENCH (L SEWER MAIN
1? 5' STREET I?
4' �P.
WATERLINE
FINISHED STREET
/--rRADE
Ai]7 1
MING AVENUE
NIT 6 1. F.
4 4 4 U I T 4
A�Ut
S_
U N I T s SARBON BECK AVENUE
3
T7.
LS LOT
TRACT 7
(Nor A
461 LX.
T 7�'.
L
UNIT 4
UNIT 5
v .
TIrp
UNIT 7
6 1
1
LF
Ix MIN.
LF
MR4.
-
340
LF
Ir SEWER LATERAL
-
640
LF
639
LATERAL
47 SOO
ON DEEP SEWER, SLOPE LATERALS-/ SET LATERAL PROVIDING PROPER
TO LOT UNE SO THAT
THE END OF CLEARANCE UNDER WATERLINE AND
LATERAL IS WITHIN
REQUIRED UI1UTY TRENCHES
TOLERANCE.
622
LF
ZUY MIN. TO 6WO* MAX. 6" OR 8" SEWER MAIN
LF
DETAIL
LF
TYPICAL SEWER LATERAL INSTALLATION
LF
FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS,
LF
THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTIUTY TRENCH.
LF
THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN
LF
CROSSING OVER THE WATERMAIN.
LF
A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A
EA
CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC
EA
PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED.
EA
NOTE: CONTRACTOR TO VERIFY THAT WATER
EA
MAIN AND SEWER LATERAL CROSSINGS
EA
ARE IN CONFORMANCE NTH CALIFORNIA
EA
HEALTH CODE REQUIREMENTS.
a I v I m I "
i FT04FIEID WAY
7, 4
2 114�1j�5t
U IN IT I
14
a
Is
13
14 U I T
11 (NOT A PART)
10
% '2 8
12
INDEX OF SHEETS
SHEET TITLE
AVENUE
5
L Ls LOT
S 7T U IN I -\r 5
a
m 17
_77
U IN I T I
9 (NOT A PART)
4�
PROJECT MAP
SCALE: 1"=200'
SHEET NO.INDEX
1. COVER SHEET
2. NOTES & SPECIFICATIONS
3. BARBON BECK AVENUE
4. BARBON BECK AVENUE (CONT.)
5. EVERTON AVENUE
6. LEIGHFIELD WAY & HIGHGATE GREENS DRIVE
7. FULHAN STREET & MORLEY WAY
8. CUMBRIAN WAY & BROCKLESBY STREET
NOTES:
1. ALL IMPROVEMENTS CONSTRUCTED PER THESE
PLANS TO BE PRIVATELY MAINTAINED.
2. UNITS 3, 4, 5, & 7 ARE TO BE ALL CONSTRUCTED
SIMULTANEOUSLY AND A TEMPORARY CLEAN-OUT WILL BE
INSTALLED AT UNIT 6 BOUNDARY AND REMOVED NTH
THE FUTURE CONNECTION.
4.5' MIN. *
TO 7' MAX.
SURFACE MARKER FOR
LATERALS PER C.O.B. SM. S-1
7 a 4
3
14
TRAcT 7sc)2 7
(NOT A PART)
SEWER IMPROVEMENTS
6" SEWER LINE
8" SEWER LINE
4" LATERALS
STANDARD MANHOLE
CLEAN-OUT
TEMPORARY CLEAN-OUT
STORM DRAIN IMPROVEMENTS
18" DRAIN LINE
24" DRAIN LINE
CATCH BASINS
STANDARD MANHOLE
SUMMARY OF IMPROVEMENTS
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
SEWER AND STORM DRAIN PLANS
FOR
REVISED VESTING TENTATIVE
TRACT 7299 (UNIT 3-7)
UNIT
3
UNIT 4
UNIT 5
UNIT 6
UNIT 7
TOTAL
155
LF
145
LF
-
340
LF
-
640
LF
639
LF
630
LF
457
LF
831
LF
622
LF
3179
LF
873
LF
844
LF
511
LF
918
LF
437
LF
3583
LF
3
EA
3
EA
3
EA
5
EA
3
EA
17
EA
2
EA
1
EA
0
3
EA
6
EA
1
EA
-
-
W
-
-
1
EA
UNIT
3
UNIT 4
UNIT 5
UNIT
6
UNIT
7
TOTAL
177
LF
174
LF
473
LF
235
LF
426
LF
1486
LF
269
LF
269
LF
1
EA
1
EA
2
EA
3
EA
7
EA
1
EA
1
EA
2
EA
2
EA
5
EA
11
EA
VICINITY MAP
NO SCALE
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
VALL BE GIVEN FOR THE WORK IN THIS AREA
UNTIL A STREET PERMIT VATH APPROPRIATE
SECURITY AND INSURANCE HAS BEEN OBTAINED.
2. ALL FACILITIES TO BE PRIVATELY MAINTAINED
UNLESS OTHERNSE NOTED ON PLAN.
3. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WLL 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 NTH 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 CONSTRUCTION. SHALL BE CORRECTED AND SUCH CORRECTIONS
RF�TED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
00/ (' -Z6,16
APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE
EXP. 6-30-20
N ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
MPROVEMENT PLANS HAVE BEEN REMEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND
ARE TO BE PRIVATELY MAINTAINED.
APPROVED)aY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
VIC- R.C.E. NO. 61069 EXP. 12-31-18
REVIEWED BY., 7- J-tO 9,ya
STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR
R.C.E. NO. 4.4898 EXP. 3-31-20
BASIS OF BEARINGS:
THE BEARING OF N 01*02'20" E SHOWN FOR THE EAST
LINE SECIION 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)
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STOCKDALE
T. 30 S,,
R. 26 E.
0
0
2 x
, PROJECT S
0
m
40
z
MING
AVENUE
OG
0
W
WHITE LANE
5;
14 n
13
0
kUTHERN PACIFIC,RAIUROAD
VICINITY MAP
NO SCALE
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
VALL BE GIVEN FOR THE WORK IN THIS AREA
UNTIL A STREET PERMIT VATH APPROPRIATE
SECURITY AND INSURANCE HAS BEEN OBTAINED.
2. ALL FACILITIES TO BE PRIVATELY MAINTAINED
UNLESS OTHERNSE NOTED ON PLAN.
3. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WLL 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 NTH 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 CONSTRUCTION. SHALL BE CORRECTED AND SUCH CORRECTIONS
RF�TED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
00/ (' -Z6,16
APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE
EXP. 6-30-20
N ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
MPROVEMENT PLANS HAVE BEEN REMEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND
ARE TO BE PRIVATELY MAINTAINED.
APPROVED)aY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
VIC- R.C.E. NO. 61069 EXP. 12-31-18
REVIEWED BY., 7- J-tO 9,ya
STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR
R.C.E. NO. 4.4898 EXP. 3-31-20
BASIS OF BEARINGS:
THE BEARING OF N 01*02'20" E SHOWN FOR THE EAST
LINE SECIION 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)
0 q-14 -Ae
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1. GENERAL
CONTRACTOR WILL FURNISH ALL MATERIALS. TOOLS, LABOR, EQUIPMENT AND
SUPERMSION NECESSARY TO COMPLETE INSTALLATION.
UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS
BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600.
CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS
OR ARE WTHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL
AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY
EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY
UTILITIES. IN THE EVENT A CONFUCT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER
TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY
THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF
THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS. PIPE OR EXCAVATION THE CONTRACTOR
S14ALL BE COMPENSATED FOR REMSION. IN THE EVENT A UTILITY IS DAMAGED THE
CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR.
CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ENSTING SEWER LINES THAT
THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING ANY DISCREPANCIES SHALL BE
REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE.
UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR
TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE
BY CONTRACTOR PRIOR TO TRENCHING.
ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER. FENCES.
ETC.) THAT ARE REMOVED, DAMAGED, DOES NOT MET CURRENT STANDARDS, OR
UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CTFY ENGINEER.
ALL EXISTING PAIANG AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE NTH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6.
EXCEPT AS NOTED ON PLANS.
STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-
OF-WAY. UNLESS SECURED BY AN IMPROVENT AGREEMENT, APPROVED INSURANCE AND
SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WTHIN
THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT
COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR.
THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER
2 STANDARD D
THE FOLLOWING CITY OF BAKERSFIELD STANDARDS
SHALL BE CONSIDERED PART OF THESE PLANS:
D-11, D-14, 0-16, D-18
SW -1, SW -Z SW -3, SW -4, SW -5, SW -6, SW -9, SW -11,
ST -6. ST -22
3. VCP INSTALLATION
MATERIAIS - THE PIPE AND FITTNGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY
CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN
CONFORMANCE NTH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS
OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION
AND THE CURRENT ASTM SPECIFICATIONS C-12.
JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END
WTFo-omPRESSION JOINTS CONFORMING NTH THE CURRENT ASTM SPECIFICATION
C-425.
THE PIPE AND FITTINGS FOR 6". 8", 10r, AND 12" SANITARY SEWER MAINS MAY
BE PLAIN -END WTH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM
SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS
MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE*
BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED.
THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING
LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING NTH THE
CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT
REQUIRED)
4. ASS PIPE INSTALLATION
MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTM SPECIFICATIONS D-2680 AND 0-2751. PIPE AND FITINGS SHALL BE HOMOGENEOUS
THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER
INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED
IN LINE ON NEW PIPELINES; CUT -IN FITTNGS ARE NOT PERMITTED.
JONTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE
IN ACCORDANCE VATH THE MANUFACTURER�S RECOMMENDATIONS. WHERE ABS PIPE
CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
INSTALLATION PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WTH
THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND III EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE
5. PVC PIPE INSTALLATION
MATERIALS , PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS
THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER
INJURIOUS DEFECTS. FITINGS SHALL 13E INJECTION MOLDED AND SHALL BE INSTALLED
IN LINE ON NEW PIPEUNES; CUT -IN FITTINGS ARE NOT PERMITTED.
JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL
BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE
CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH
THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1. 11. AND III EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE
6. REINFORCED CONCRETE PIPE WITH PVC LINING.
REINFORCED CONCRETE PIPE VATH PVC LINING SHALL MEET THE FOLLOWING
REQUIREMENTS:
1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV
OR CLASS V NTH WALLS "B" OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH '
ASTM C 361 OR AWNA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER
GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWNG PARAGRAPHS. PIPE
SHALL BE WET CAST, VIBRATED AND SMW OR WATER CURED. JOINTS SHALL 13E BELL
AND SPIGOT DESIGN WTH A CONTAINED O-RING GASKET.
PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360*
OF THE PIPE ALL WORK FOR AND IN CONNECTION WTH THE INSTALLATION OF THE
LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE
IN STRICT CONFORMITY NTH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND
RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOULOWNG
REQUIREMENTS.
1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING
STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES
WHEN TESTED AT 77-F ±5 (25-C ±3 ).
PROPERTY INITIAL (PAR, 1.9)
TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN.
(15 MPA MIN.) (14.5 MPA MIN.)
ELONGATION AT BREAK 200% MIN. 200% MIN.
SHORE DUROMETER, TYPE D 1 -SEC. 50-60 ±5
(NTH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 ±5
WEIGHT CHANCE ±1.5
TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WTH ASTM
D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY
3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL
PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY
TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK.
LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A
TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED
PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE WTHOUT
RUPTURE OF THE LOCKING EXTENSIONS OR WTHDRAWAL FROM EMBEDMENT. THIS TEST
SHALL BE MADE AT A TEMPERATURE OF 70* - BIT F(21* - 27' C) INCLUSIVE.
ALL PLASTIC LINER PLATE SHEETS� INCLUDING LOCKING EXTENSIONS, ALL JOINT,
CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS. CLEAVAGES OR OTHER DEFECTS
ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE
ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS.
THE LINING SHALL HAVE GOOD IMPACT RESISTANCE SHALL BE FLEXIBLE AND SHALL
HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MIN) SETTLING
CRACKS, MICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS,
WTHOUT DAMAGE TO THE LINING.
1.C. CHEMICAL RESISTANCE OF LINER.- AFTER CONDITIONING TO CONSTANT
WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL
BE EXPOSED TO THE FOLLOWNG SOLUTONS FOR A PERIOD OF 112 DAYS AT 77' F ±5
(25- c ±3 ).
AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANCE SPECIMENS
SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN
WI 7-2.03(l.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO
MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE
THE MATERIAL WILL BE SUBJECT TO REJECTION.
CHEMICAL SOLUTION
CONCENTRATION
SULFURIC ACID
20% --
SODIUM HYDROXIDE
5%
AMMONIUM HYDROXIDE
5%.
NITRIC ACID
I% -
FERRIC CHLORIDE 1%
1%
SOAP
0.1%
DETERGENT
0.1%
(LINEAR ALKYL BENZYL SULFONATE OR LAS
�
BACTERIOLOGICAL
BOD NOT LESS THAN 700 PPM
*THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND MEN MATERIAL
FORMULATIONS ARE CHANGED.
*-VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS.
1.D. DETAILS AND DIMENSIONS OF LINER SHEEM LINER SHEETS SHALL BE A
MINIMUM OF CLO65 INCH (1.65 MIN) IN THICKNESS. LOCKING EXTENSIONS OF THE
SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED NTH THE
SHEET.
I.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PRE14EATING
OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN
ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER.
COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON
THE PLANS.
THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL
NTH THE LONGITUDINAL AMS OF THE PIPE.
THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS.
LOOKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM)
FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN
USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE
INSIDE SURFACE
CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN
A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE,
HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOOKING EXTENSIONS INTO THE
CONCRETE
IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM
DAMAGE SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED
SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL
BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED.
ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN
THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY NTH WELDING STRIP SHALL
BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY
CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE
ALL EDGES MUST BE COVERED NTH WELDING STRIP FUSED TO THE PATCH AND THE
SOUND LINING ADJOINING THE DAMAGED AREA.
HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED
TO THE LINING.
THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO
INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE
WORK.
I.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING
SHALL BE SET FLUSH WIN THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE
SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES
(100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT
TO BE MADE NTH THE ADJOINING CONCRETE PIPE.
WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED NTH LINING,
JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR
CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE
EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE
FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED
OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE
WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH
UNED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL
BE PER THE MANUFACTURER'S RECOMMENDATIONS.
LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS.
CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE
TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED
IN LIFTING PIPE ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR
WITH A SUITABLE FORK LIFT.
ON PIPE HAVING A 360' LINER COVERAGE THE LONGITUDINAL EDGES OF THE
SHEET SHALL BE BUTT WELDED. MEN PIPE TUBES ARE FURNISHED. THESE ARE
SHOP -WELDED JOINTS.
NO PIPE NTH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN
REPAIRED TO THE SATISFACTION OF THE ENGINEER.
I.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE THE JOINT BETWEEN
SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER:
IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH
CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT,
EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE
ADJACENT PIPE SECTION&
PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE.
ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING
SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY.
FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING
DESCRIBED TYPES:
TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (IOD -MM)
JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE
CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING. THEN WELDED ALONG EACH
EDGE TO ADJACENT LINER SHEETS WITH A I -INCH (25 --MM) WELD STRIP. THE 4 -INCH
(100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13
MM).
TYPE P-2; THE JOINT SHALL BE MADE NTH A JOINT FLAP WTH LOCKING
EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND
THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE
SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR
TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE
LINING OF THE ADJACENT PIPE USING I -INCH (25 -MM) WELD STRIP.
CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION
AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING
AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C),
HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE
THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH
(MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM)
FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING.
ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE NTH THE
SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER.
WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A
CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER
PLATE.
HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE
JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C).
WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED
BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE
WELDING TOOL SHALL 13E MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE
A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT
OF THE WELD STRIP.
THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY MEN THE LINER COVERAGE IS
360 DEGREES:
MEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL
PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND
NO MSIBLE LEAKAGE IS EVIDENT AT THE JOINT.
MEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD
6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF
POTENTIAL FUTURE GROUNDWATER BUILD-UP.
1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL
REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO
THE INNER FORMS S14EETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES
USING A MINIMUM NUMBER OF SEPARATE PIECES.
UNLESS OTHERWISE SHOWN ON THE PLANS, THE LINING SHALL BE RETURNED AT
LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE
STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDFS,
CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME
PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS
CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH
RETURN, THE RETURNED LINER SHALL BE SEALED TO THE 11EM IN CONTACT WITH THE
PLASTIC-UNED CONCRETE. IF THE LINER CANNOT BE SEALED NTH ADHESIVE BECAUSE
OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY
REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED NTH LEAD WOOL OR OTHER
APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED
WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT
MATERIAL
1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS
INSTALLED IN THE TRENCH, ALL SURFACES COVERED NTH LINING, INCLUDING WELDS, SHALL
BE TESTED NTH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR
(TINKER & RASOR MODEL NO. AP -W WTH POWER PACK OR APPROVED EQUAL) NTH
THE INSTRUMENT SET 13ETWEEN 18,000 AND 2Z000 VOLTS.
ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD.
ALL PATCHES OVER HOLES. OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS
OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03(l.E) PARA.
8 ABOVE.
EACH TRANSVERSE WELDING STRIP MICH EXTENDS TO A LOWER EDGE OF THE LINER
WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2
INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KC) PULL
WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF
THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING
STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE
10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO
FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE
BEEN MADE TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER
AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE
WTHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING
THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM
EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK.
SHOP DRAWNGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION
SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW.
PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM
TRENCH DESIGNATION "C'. RCP MASS V SHALL BE INSTALLED PER ASTM TRENCH
DESIGNATION "D'.
PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET
THE FOLLOWING REQUIREMENTS:
1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH
IN ASTM D 3034 WITH SIR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM
TO ASTM D 3212 AND ASTM F 477.
2. TESTINGL MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM
F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE
ENGINEER.
3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S
GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF
FLEXIBLE THERMOPLASTIC SEWER PIPE.".
4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE
SPECIFICATIONS AND THE FOLLOWING:
DEFLECTION MEASUREMENT OF PVC PIPE AFTER 30 DAYS OF INSTALLATION THE
CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDREL
THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON
WTHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS
LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE
NTH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL
DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA:
MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.)
WHERE Y = ALLOWABLE DEFLECTION IN % (5%)
BASE I.D. - ACTUAL IN90E PIPE DIAMETER (PROVIDED BY PIPE
MANUFACTURER)
THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES NTH SEVEN (7)
MINIMUM.
THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE
EQUAL TO THE NOMINAL DIAMETER OF THE PIPE.
ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE
EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST
CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED.
PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD
S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE
SHALL BE AS SHOWN ON THE PLANS.
7. TRENCH EXCAVATION
THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN
OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WERE BORING IS REQUIRED.
THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED
SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION.
THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH
PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE IT IS THE INTENTON OF
THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM 13EARING FOR THE PIPE.
CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS
PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE
TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT
INSTALLATIONS SHALL MEET CITY STANDARD S-39.
TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS.
B. BRACING AND SHORING
EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND
REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR
DESIRES TO DEMATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A
REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING
THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE
RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION
TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE
CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING
BACKFIWNG, THE BOTTOM OF THE SHORING SHALL BE KEPT A13OVE THE LEVEL OF THE
BACKFILL AT ALL TIMM
SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT
TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING,
SLOPING OR OTHER PROMSIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE
OF WORKER PROTECTION FROM THE HAZARD OF CAWING GROUND DURING THE
EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF
SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE
CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A
REGISTERED CIAL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE
LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS
PROHIBITED ON THIS PROJECT.
9
TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN
ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR
THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER.
ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD
SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE
PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN
ACCORDANCE VATH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS
THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30-) FROM FINISHED GRADE
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
AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE
BACKFILL MATERIAL ABOVE THE PIPE ZONE S14ALL BE FREE OF DELETERIOUS MATERIALS
AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND
SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER
SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A
COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED.
THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION
ABOVE THE PIPE ZONE WILL BE ALLOWED.
IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS
BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE
DISPOSAL OF THE CONTRACTOR.
THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF
IN-SITU MATERIALS.
ACHIEVING FIRM BEDDING BELOW PIPE SPRINGUNE. CONTRACTOR SHALL PROVIDE "FIRM
BEDDING" SUPPORT FOR THE PIPE BELOW THE SPMNGUNE. FIRM BEDDING MEANS THAT
THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE
SPECIFICATIONS.
BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO
THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING
BEDDING AND BACKFILUNG. CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS
AND COUPLINGS SHALL BE AVOIDED.
10.
IT.
CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS. AS
THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS.
SHOVEL-SLIQNG OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT
UP TO THE QUARTER POINT OF THE PIPE.
INIIIAL BACKELL -BEDDING MATERIAL' AS SPECIFIED BY ASTM 2321-8 SHALL BE USED
IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID
AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE
PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH
SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL
BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND
MANNER OF TAMPING MUST BE APPROVED IN WRMNG BY THE ENGINEER PRIOR TO
COMMENONG OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION
OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE
PERMITTED.
SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKIFILL, THE TRENCH MAY BE
BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE
OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE
MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING,
USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER.
MEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL
MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE
DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING
BEFORE SUCCEEDING LAYERS ARE PLACED.
COMPACTION OF SUBSEQUENT BACKIFILL WTHIN TWO AND ONE-HALF (2-1/2) FEET OF
FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR
ROLLING AS SPECIFIED ABOVE WHERE THE TRENCH IS WTHIN THE PAVEMENT ON
STREETS, THE BACKIFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED
PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE
COMPACTION.
SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM
STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE
MATTER, OR OTHER UNSATISFACTORY MATERIALS.
IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION %THIN THE STREET.
MEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS.
BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION
SHALL BE IN ACCORDANCE WITH SECTION 19, 'EARTHWORK* AND SECTION 6-3,
"TESTING". OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF
PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKIFILL MATERIAL SHALL
MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE
NEXT LAYER IS PLACED.
EACH LAYER OF BACKFILL SHALL BE THOROUG14LY COMPACTED TO THE RELATIVE
COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39
AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE
ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%)
RELATIVE COMPACTION FOR THE TOP FINISHED W, AND SHALL BE DETERMINED BY
CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE
OF THE FOLLOWING D2922 OR D1556.
IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE
SPECIFIED PERCENTAGE. THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED.
COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND
LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
SEWER PIPE INSTALLATION
SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE
PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING
AND BACKFILL
HANDLING OF MATERIALS. ALL PIPE FITTINGS� SPECIALS AND CASTINGS MUST BE
CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND
APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAUUNG, UNLOADING, HANDLING
AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED
RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITnNG
WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE
REJECTED.
PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT
ACCORDANCE NTH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN
FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER.
PIPE LAYING SHALL PROCEED NTH EACH PIECE LAID TRUE TO LINE AND GRADE AND IN
SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT NTH THE ADJOINING PIPE
AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE AS THE WORK PROGRESSES, THE
INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY
DESCRIPTION. PIPE SHALL NOT BE LAID MIEN THE CONDITION OF THE TRENCH OR THE
WEATHER IS UNSUITABLE AT TIMES MEN WORK IS NOT IN PROGIRESS� OPEN ENDS OF
PIPE AND FITTINGS SHALL BE CLOSED.
NTH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT
PURPOSE IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN
SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF
THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS.
CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF OUTING PIPE AND
SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE
WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, NTH SMOOTH EDGES AND FACES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
OR INCORRECTLY CUT.
PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS MEN COMPLETED
AND READY FOR SERIACE TESTING SHALL BE CONDUCTED IN ACCORDANCE NTH THE
UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER
EXRLTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES"
OF THE 1994 EDITIONS, *STANDARD SPECIFICATIONS" FOR PUBUC WORKS CONSTRUCTION,
AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE
PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24
HOURS PRIOR TO ANY TESTING.
CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO
EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING IS INTERRUPTED,
AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND
BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO
REMOVE ANY DIRT OR FOREIGN MATERIALS MICH WOULD CLOG PUMPS, EQUIPMENT.
SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING
FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE
SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD.
EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO
AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION
COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE
TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON
THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE VAIN
THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE
PAID AS SEWER FOR THE APPROPRIATE DIAMETERS.
SYSTEM TESTING
A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE
IN ACCORDANCE NTH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE
RECOMMENDATIONS OF THE MANUFACTURER.
PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL. BE INSPECTED NTH VIDEO EQUIPMENT
DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING
3607, IN ORDER TO MEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO
INSPECTION SHALL BE ETNESSED BY THE CITY*S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL
AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF
ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE NTH THE SPECIFICATIONS. A RECORDED
VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES
THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS)
OF THE INSPECTION SHALL BE PROVIDED FOR VIENING, AND SHALL BE APPROVED BY THE CITY ENGINEER
PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF
THE CITY.
12. WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL
LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE
HORIZONTAL PLANE RUNNING THROUGH THE CENTERUNE OF THE MAIN.
ALL LATERALS SHALL BE 4' IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM
OF IV BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY LINE NTH 3C OF COVER AT FLOW LINE
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHV
WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. SID. DET. SW -1.
LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR
RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWNF
13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED.
14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE CITY OF BAKERSFIELD
STANDARD DRAWINGS S-7, S-8. AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE
STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA. DEPARTMENT OF TRANSPORTATION,
CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY
OF BAKERSFIELD STANDARD DRAWING S-20.
MANHOLES SHALL BE TYPE "A� FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B* FOR
PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERIMSE THE BOTTOM MANHOLE
BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2* MORTAR BED OR SET ON
KENT -SEAL, IN A GROOVED FOUNDATION.
15. STORM DRAIN PIPE
STORM DRAIN PIPE. CONTRACTOR SHALL UnLIZE RCP PIPE, CLASS III NTH RUBBER
GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE
CONTRACT PLANS.
REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE
PROVISIONS IN SECTION 65, 'REINFORCED CONCRETE PIPE", OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROMSIONS.
EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE
SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE
PLANS OR SPECIFICATIONS FOR STANDARD JOINTS.
HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYNG SIPHON AND PRESSURE
PIPE*, OF THE STANDARD SPECIFICATIONS WILL NOT 13E REQUIRED.
REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKEIED JOINTS CONFORMING TO
SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS.
HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE
CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND
APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING
AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED
RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING
NTH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE
REJECTED.
PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT
ACCORDANCE NTH MANUFACTURER'S RECOMMENDATIONS.
PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS
DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED NTH EACH PIECE LAID TRUE
TO LINE AND GRADE. AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT
WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE AS THE
WORK PROGRESSES. THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND
DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID MIEN THE CONDITION OF THE
TRENCH OR THE WEATHER IS UNSUITABLE AT TIMES MEN WORK IS NOT IN PROGRESS,
OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED.
NTH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT
PURPOSE IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN
SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF
THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM
BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE
CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND
SPECIAL CASTING NECESSARY TO THE ASSEMBLY. ERECTION, AND COMPLETION OF THE
WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, NTH SMOOTH EDGES AND FACES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS MICH ARE DAMAGED
OR INCORRECTLY CUT.
16. BORED/JACKED PIPE
CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE
INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE
TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED NTH
SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE
CASING ALSO SHALL BE BACKFILLED NTH GROUT OR SAND. THE ENDS OF SPACE
BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH
OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL
LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS
SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF
BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING.
BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER,
CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE
PERMITTED. THE CASING PIPE SHALL BE JACKED NTH SUCH PRECISION THAT WILL
ALLOW THE REPLACEMENT OF THE PIPEI_NE TO THE LINE AND GRADE AS INDICATED ON
THE PLANS.
UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE
PIPELINE TO GRADE. THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION
SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR-BLOVWNG
SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS
APPROVAL
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL
TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR
UNREASONABLE SLOUCHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF
WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR
SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE NTH
SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE.
THE CONTRACTOR. BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A
DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL
ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID
PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE.
17
IEL
MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL
CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF
SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS
S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD
STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE
PLANS.
THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE
STRENGTH REQUIREMENT OF ASIM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL
BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL' TO MAKE A
WATERTIGHT JOINT. SHALL BE NEATLY POINTED ON THE INSIDE AND SHALL BE SET
PLUMB.
SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR
INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN
ACCORDANCE NTH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29.
THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A
MINIMUM OF THREE DAYS.
AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF
SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR
PROTECTION OF THE CONCRETE SURFACE FROM PUBUC TRAFFIC SHALL BE REDUCED TO
A MINIMUM OF ONE DAY.
THE MONUMENT WELL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS.
CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE MEN SURVEYS ARE REQUIRED.
ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS
SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.
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362
360
358
356
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352
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346
344
342
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362
360
358
356
354
352
350
348
346
344
342
lAn
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SECTION
,_j3SCALE: 1"=40' HORIZONTAL
1"=4' VERTICAL
5
I?
JFF r
SEE SHEET 7
U 1\1 I U, IN IT
n 4
8
8 8
8 A 1 2 . I j�u
6 9 7 R
n� 9 F"3 - 10
12 1 113 A3 ES 5
Z!g + + + 99-
+ + + +
+
+ +
4� P�A
s'�ktt___4
6
24 25 926
12+00 13+00
14+ S89'46*WE 280.00' 15+00
+
WER 23 N89*46'5 W SEWER 72.7 ' N89*46'WW 8* SEWER 45.00' N89*46" W
LEGEND:
ABBREMA]IONS
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE *A*
A
W4*
Ze
SEWER LATERALS
PA
CL aNTERLINE SMIH SEWER MANHOLE
8
.9
NTH 3.5� OPENINGS PER C.O.B. SID. D-14
6Pi
7
8
LINE
BEARING
DISTANCE
INV INVERT Soo SEWER C"OUT
CUMBRAIN WAY
0 8' WA
140A`_
o�
Li
SEE SHEET 8
47.61'
VPA
CR
0
XIMAIE�NNU HED
S
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
G ZADE OW ME
___t
14
1�� I
2
.
MH MANHOLE EX/EXSr EXISTING
MANHOLE TYPE PER CO.B. SID. SW -4 SW -5.
ELEVATIONS, UNLESS OTHERWISE NOTED.
N
L2
N W3359" W
39.85'
co CATCH BASIN ELEV MAIION
INV. 18' 0 ?AIN
3) ALL SEWER LATERALS SHALL BE 4- IN SIZE,
Ll At
L
ov�
362
360
358
356
354
352
350
348
346
344
342
lAn
�Tu
SECTION
,_j3SCALE: 1"=40' HORIZONTAL
1"=4' VERTICAL
5
I?
JFF r
SEE SHEET 7
U 1\1 I U, IN IT
n 4
8
8 8
8 A 1 2 . I j�u
6 9 7 R
n� 9 F"3 - 10
12 1 113 A3 ES 5
Z!g + + + 99-
+ + + +
+
+ +
4� P�A
s'�ktt___4
6
24 25 926
12+00 13+00
14+ S89'46*WE 280.00' 15+00
+
WER 23 N89*46'5 W SEWER 72.7 ' N89*46'WW 8* SEWER 45.00' N89*46" W
MORLEY WAY
SEE SHEET 7
LEGEND:
ABBREMA]IONS
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE *A*
A
W4*
Ze
SEWER LATERALS
PA
CL aNTERLINE SMIH SEWER MANHOLE
8
.9
NTH 3.5� OPENINGS PER C.O.B. SID. D-14
6Pi
7
8
LINE
BEARING
DISTANCE
INV INVERT Soo SEWER C"OUT
CUMBRAIN WAY
0 8' WA
140A`_
o�
Li
SEE SHEET 8
47.61'
VPA
CR
0
CONSTRUCT STORM DRAIN
*A7
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
c�
14
___t
14
1�� I
2
.
MH MANHOLE EX/EXSr EXISTING
MORLEY WAY
SEE SHEET 7
BARBON BECK AVENUE
(PRIVATE STREET)
(STA. 10+00.00 C.L. TO 20+00.00 C.L.)
SCALE: 1" = 41Y HORIZONTAL
16+00
SEWER
18' DRAAIN 17.2
S58'06'23*W I
I
LEGEND:
ABBREMA]IONS
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE *A*
A
W4*
Ze
SEWER LATERALS
CL aNTERLINE SMIH SEWER MANHOLE
D_
.9
NTH 3.5� OPENINGS PER C.O.B. SID. D-14
6Pi
7
8
LINE
BEARING
DISTANCE
INV INVERT Soo SEWER C"OUT
CUMBRAIN WAY
UNLESS OTHERWISE NOTED.
140A`_
o�
Li
SEE SHEET 8
47.61'
CR
0
CONSTRUCT STORM DRAIN
*A7
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
___t
MH MANHOLE EX/EXSr EXISTING
MANHOLE TYPE PER CO.B. SID. SW -4 SW -5.
ELEVATIONS, UNLESS OTHERWISE NOTED.
N
L2
N W3359" W
39.85'
co CATCH BASIN ELEV MAIION
3) ALL SEWER LATERALS SHALL BE 4- IN SIZE,
Ll At
BARBON BECK AVENUE
(PRIVATE STREET)
(STA. 10+00.00 C.L. TO 20+00.00 C.L.)
SCALE: 1" = 41Y HORIZONTAL
16+00
SEWER
18' DRAAIN 17.2
S58'06'23*W I
I
,,, F -PA
_4_
21 20 1 10 18
c;
c5 w
10
Jt + +
17.33'
+DOL �4 N!7 39'� _E
6" SE 1DOOV S87'5C41*W
____zPA
8. WA 7
t+ 17
14.36'
16
SCALE: 1"=40' HORIZONTAL
1"=4' VERTICAL
LEGEND:
ABBREMA]IONS
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE *A*
A
W4*
Ze
SEWER LATERALS
CL aNTERLINE SMIH SEWER MANHOLE
D_
CONSTRUCT STORM DRAIN PER CITY STANDARDS
NTH 3.5� OPENINGS PER C.O.B. SID. D-14
6Pi
7
8
LINE
BEARING
DISTANCE
INV INVERT Soo SEWER C"OUT
UNLESS OTHERWISE NOTED.
140A`_
o�
Li
S 221ZO6" E
47.61'
L—A
0
CONSTRUCT STORM DRAIN
*A7
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
___t
MH MANHOLE EX/EXSr EXISTING
MANHOLE TYPE PER CO.B. SID. SW -4 SW -5.
ELEVATIONS, UNLESS OTHERWISE NOTED.
N
L2
N W3359" W
39.85'
co CATCH BASIN ELEV MAIION
3) ALL SEWER LATERALS SHALL BE 4- IN SIZE,
Ll At
S89'46'WE 348.62
JB JUNCTION BOX R/W RIGHT OF WAY
CONSTRUCT CATCH BASIN
'A"
UNLESS OTHERWISE NOTED.
_6*
KKR 176.0'
N89'47'18'W
1'2DI 1
,,, F -PA
_4_
21 20 1 10 18
c;
c5 w
10
Jt + +
17.33'
+DOL �4 N!7 39'� _E
6" SE 1DOOV S87'5C41*W
____zPA
8. WA 7
t+ 17
14.36'
16
SCALE: 1"=40' HORIZONTAL
1"=4' VERTICAL
Lj
ON _1_
4%
LEGEND:
ABBREMA]IONS
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE *A*
A
W4*
Ze
SEWER LATERALS
CL aNTERLINE SMIH SEWER MANHOLE
D_
CONSTRUCT STORM DRAIN PER CITY STANDARDS
NTH 3.5� OPENINGS PER C.O.B. SID. D-14
44)�
LINE
BEARING
DISTANCE
INV INVERT Soo SEWER C"OUT
UNLESS OTHERWISE NOTED.
140A`_
o�
Li
S 221ZO6" E
47.61'
SO STORM DRAIN SDMH STORM DRAIN MANHOLE
0
CONSTRUCT STORM DRAIN
*A7
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
MH MANHOLE EX/EXSr EXISTING
MANHOLE TYPE PER CO.B. SID. SW -4 SW -5.
ELEVATIONS, UNLESS OTHERWISE NOTED.
N
L2
N W3359" W
39.85'
co CATCH BASIN ELEV MAIION
3) ALL SEWER LATERALS SHALL BE 4- IN SIZE,
Ll At
JB JUNCTION BOX R/W RIGHT OF WAY
CONSTRUCT CATCH BASIN
'A"
UNLESS OTHERWISE NOTED.
L3
N 12*51*27' E
40.37'
C&G CURB & CUTTER FOC FACE OF CURB
TYPE PER CO.B. SM. D-14.
SECTION DESIGNATION,
102
U -J rr ID 1-1 Lkf
PA PROPERTY LINE FL FLOWJNE
CENTERUNE MONUMENT
SECTION LETTER
CURVE
TABLE
TOP OF MANHOUE/TOP OF CLEMOUT ELEVATION —
- — - — -
CENTERUNE
c1Vx1_
0FC
CURVE
RADIUS
LENGTH
TANGENT
DELTA
_Lo�
EXISTING SEWER LINE
—s—CONSTRUCT SEWER PER CITY STANDARDS
EXISTING STORM DRAIN LINE
SHEET WHERE SECTOR IS
CI
500.00'
22.W
11.15,
2*33'19"
67-17—(f
C2
37.00'
58.1f
37.00'
901woo"
CONSTRUCT SEWER MANHOLE
'9
EXISTING SEWER MANHOLE
CONSTRUCTION NOTES
TYPE PER C.O.S. SID. SW -4 AND SW -5.
EXISTING SEWER CLEANOUT
CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9.
jo r-rs A-51 c)w-7
CONSTRUCT SEWER CLEANOUT
EXISTING DRAIN MANHOLE
CONSTRUCT TEMPORARY SEWER CLEANOUT NTH
UNIT 3 & REMOVE WITH UNIT 6
Know below.
PER C.O.B. SID. SW -6.
whars
(NO TEMPORARY SEWER CLEANOUT REQUIRED IF
UNIT 6 IS DEVELOPED WITH UNIT 3).
Call before you dig.
CONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION
SCALE: 1" 40'
OF EASTING SEWER/STORM DRAIN LINES BEFORE
40' 20' 0. 40' 80,
CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIE&
--7.2 � � 142-?
CITY RECORDS NO:
Lj
ON _1_
4%
2V WDE SUM DRAIN EASEMENT
TO 11 DEDICATED WIN FINAL MAP
U 1\1 IT 3 1
It
j S �>J cid 2
12
IT.
:v 91 c�
2a54�r-,
0� r PA d.. . .
E L6
W&E 21 �100
- 4--Nir 7
8' WATER
d
PA
P/L
6 5
+
28.81
36.05'
12
S W48`11* W
5!
L3
S 23W34' E
6
+
c6
14
.6
21
20
19
L�e
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
MH MANHOLE EX/EXST EXISTING
MANHOLE TYPE "A" PER CO.B. STD. SW -4 & SW-&
14
ELEVATIONS, UNLESS OTHERVASE NOTED.
�
15
CB CATCH BASIN ELEV ELEVATION
3) ALL SEWER LATERALS SHALL BE 4- IN SIZE,
05
JB AMICTION BOX R/W RIGHT OF WAY
CONSTRUCT QkTCH BASIN
'A'
BROCKLESBY STREET
SEE SHEET 8
U IT
3 1.6
4 �j I
qia 1: 8
�7 0�6 6 7 06
PA
- — - i --t-- 1 ir 1
23+00 24+00
25+00 '00
tPA
e WATER
81 WATER
P/L
11
N 38'06'4r W
36.05'
12
S W48`11* W
46.43'
L3
S 23W34' E
6
+
c6
14
.6
21
20
19
i . 18
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
MH MANHOLE EX/EXST EXISTING
MANHOLE TYPE "A" PER CO.B. STD. SW -4 & SW-&
ELEVATIONS, UNLESS OTHERVASE NOTED.
FESS
CB CATCH BASIN ELEV ELEVATION
3) ALL SEWER LATERALS SHALL BE 4- IN SIZE,
05
BARBON BECK AVENUE
(PRIVATE STREET)
(STA. 20+00.00 C.L. TO 27+69.12 C.L.)
SCALE: 1" = 40' HORIZONTAL
7:i
17
J!;
;00
9 +
- I --
27+00
PA
e WATER
BEARING
DISTANCE
11
N 38'06'4r W
36.05'
12
S W48`11* W
46.43'
L3
S 23W34' E
6
+
15
+
14
59.38,
L5
N 5811'01" E
55.15,
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
MH MANHOLE EX/EXST EXISTING
MANHOLE TYPE "A" PER CO.B. STD. SW -4 & SW-&
ELEVATIONS, UNLESS OTHERVASE NOTED.
FESS
13
TATE WYE CONNECTION
12
SEWER aLANOUT NO. 2
STA. 27+74.12, C.1- 5.00 LT,
STA. 27+74.33, SEWER
13.36
ROTATE WYE C014WCTION
SEWER LATERALS
LINE
BEARING
DISTANCE
11
N 38'06'4r W
36.05'
12
S W48`11* W
46.43'
L3
S 23W34' E
65.89'
14
S ff4528" E
59.38,
L5
N 5811'01" E
55.15,
LINE TABLE
UNE
BEARING
DISTANCE
16
S 89-46'W E
50.00`
17
S 89-46'557 E
N9 -
CURVE TABLE
CURVE
I RADIUS
I LENGTH
TANGENT
DELTA
C1
T5000V
22.W
11.W
23Y19"
Or
360 F— ---- -1 360 366
T,
--T
358
364
358 --F -
APPROXIMA EENI?f)
356 ATE 356 362
-GR
E 0 CENTERLINE
� k-1 - - - - - - - - - ----- 360
-4 Op
L
352 -------- 358
352
8-� WATER
y INCE
-4 350 356
350 F
INV. 6
348 -j 348 354
INV 81 SEWER
-- --�- 1 352
qv SEWER
346
346
L
D IN
C5
16
C5 144
344 350
i C5
MT
342 348
342
C6
x�*
340
346
340
INSTALL 100. LF OF 61 SEWER INSTALL 242-50 �LF OF 8- S -WER 0 O.�6% INSTALL 242 50 UP OF r SEWER a Q25%,� INSTALL 1�00.00 LF 6- SEWER 01.00%
338 ------ - -1-00% 338
344
336 342
336 -- --
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
340
SCALE: 1"=40' HORIZONTAL
1"=4' VERTICAL
LEGEND:
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE -A-
SECTION
SCALE: 1"=40' HORIZONTAL
1"=4' VERTICAL
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
CL CENTERLINE SAN SEWER MANHOLE —
------------ 0—
CONSTRUCT STORM DRAIN PER CITY STANDARDS
WTH 3.5 OPENINGS PER C.O.B. STD. D-14
p I
INV INVERT Soo SEWER aLWOUT
UNLESS OTHERWISE NOTED.
SO STORM DRAIN SDMH STORM DRAIN MANHOLE
0
CONSTRUCT STORM DRAIN
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
MH MANHOLE EX/EXST EXISTING
MANHOLE TYPE "A" PER CO.B. STD. SW -4 & SW-&
ELEVATIONS, UNLESS OTHERVASE NOTED.
FESS
CB CATCH BASIN ELEV ELEVATION
3) ALL SEWER LATERALS SHALL BE 4- IN SIZE,
05
JB AMICTION BOX R/W RIGHT OF WAY
CONSTRUCT QkTCH BASIN
'A'
UNLESS OTHERWISE NOTED.
TYPE PER rO.B. STD. D-14.
C&C CURB & GuTTER FOC FACE OF CURB
SEMON DESIGNATION,
APPROXIM�ATE FINISH
PA PROPERTY LINE FL ROWLINE
CENTERUNE MONUMENT
GROUND CENTERUN
N6. 5
ona
L) W I D 14 �-y
SEC=01 LETO
—
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
-Lm�
- — - — -
CENIERUNE
A)
jjz-
CIVIV
EXISTING SEWER UNE
2
OF V
—s—CONSTRUCT SEWER PER CITY STANDARDS
EXISTING STORM DRAIN UNE
SHM WHERE SECRON IS SHOW -
CONSTRICT SEWER MANHOLE
1. ---lk DRAIN
INV. 8" SEWER
NOTES
47-17-1
PER ACT72991 MING AVE
TYPE W PER C.O.B. SID. SW -4 AND SW -5.
EXISTING SRO CLEANOUT
(D
3 S & STORMI DRAIN PLAN
SEWER
J -
0 IN)LI
0 CONSTRUCT SEWER CLEANOUT
EXISTING DRAIN MANHOLE
SECTION
SCALE: 1"=40' HORIZONTAL
1"=4' VERTICAL
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
CL CENTERLINE SAN SEWER MANHOLE —
------------ 0—
CONSTRUCT STORM DRAIN PER CITY STANDARDS
WTH 3.5 OPENINGS PER C.O.B. STD. D-14
p I
INV INVERT Soo SEWER aLWOUT
UNLESS OTHERWISE NOTED.
SO STORM DRAIN SDMH STORM DRAIN MANHOLE
0
CONSTRUCT STORM DRAIN
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
MH MANHOLE EX/EXST EXISTING
MANHOLE TYPE "A" PER CO.B. STD. SW -4 & SW-&
ELEVATIONS, UNLESS OTHERVASE NOTED.
FESS
CB CATCH BASIN ELEV ELEVATION
3) ALL SEWER LATERALS SHALL BE 4- IN SIZE,
JB AMICTION BOX R/W RIGHT OF WAY
CONSTRUCT QkTCH BASIN
'A'
UNLESS OTHERWISE NOTED.
TYPE PER rO.B. STD. D-14.
C&C CURB & GuTTER FOC FACE OF CURB
SEMON DESIGNATION,
PA PROPERTY LINE FL ROWLINE
CENTERUNE MONUMENT
N6. 5
L) W I D 14 �-y
SEC=01 LETO
—
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
-Lm�
- — - — -
CENIERUNE
A)
jjz-
CIVIV
EXISTING SEWER UNE
2
OF V
—s—CONSTRUCT SEWER PER CITY STANDARDS
EXISTING STORM DRAIN UNE
SHM WHERE SECRON IS SHOW -
CONSTRICT SEWER MANHOLE
EXISTING SEWER MANHOLE
CONSTRUCTION
NOTES
47-17-1
TYPE W PER C.O.B. SID. SW -4 AND SW -5.
EXISTING SRO CLEANOUT
(D
CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9.
SEWER
0 IN)LI
0 CONSTRUCT SEWER CLEANOUT
EXISTING DRAIN MANHOLE
CONSTRUCT TEMPORARY CLEANGUT WITH
PER COB. STD. S".
UNIT 3 & REMOVE WITH UNIT 6
Know what's below.
(NO TEMPORARY SEWER CLEANOUT REQUIRED IF
UNIT 6 IS DEVELOPED WITH UNIT 3).
Call before you dig.
CONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION
SCALE: 1 40'
OF EXISTING SEWER/STORM DRAIN LINES BEFORE
CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
40, 20, 0 40'
80'
-
2�- � q
- 1494 17
CITY RECORDS NO:
F) �.o
aJMBIIAN WAY BROMLESBY STREET
SEE SHEET 8 SEE SHEET 8
UNIT 7 U 1\1 IT 51
4
0-! 12 1 tj
13 3 tj
14 �t I
tj W6 ki Fj
.-,D5 15 tj It
5
8
ME! R.,
1:9 4 p
�2 %
0 +
2 45-
+
s 8 t
z +
+
4r -
H C"I m
C,1`189'46'� 'W RAD. 4 Ls d �2 +
+ + q9
�s +
IA ]U+W.UU G.L. WMbHIAN D1( + 1:8
M++ =++ + �cj
W PAL
A� t<; 9" WATER
Z ILI �4
B" WATER
JJ
FA: 9+63.00 C.L EVERTON AZUE 0 zl�
9" SEWER
2
7
TON AVFNUF
N 3 1. 55' 144.127 SE!Tj n r 21&L SEWER
N8946'5S"
199.9 G3
- S W46 E 129.27 — 7 �8_7W 'E 79.95'
11
11+003 DRAI ;*46 55 2+00* 1 7.1S IT DRA;I/
10+00— D--- ---- C9 SBErSB28oW 1 DRAIN 396.62' '6! 6.6
IS. CRA, S8 8`29'W =1"
6
*16"
le
L PAL
C55
kI
3 0
.6 cIr
B" 9 1 �4! 10
4 10
LANDSCAPE
+
+ + + 9
LOT
iz
S
20
HIGHGATE GREENS MIVE
SEE SHUT 6 EVERTON AVENUE
(PRIVATE STREET)
(STA. 10+00.00 C.L. TO 16+29.34 C.L.)
SCALE: 1" 40' HORIZONTAL
368 F-
------ i 368
366 z
366
364
364
INSTALL
3`1.31 LF OF
5- PVC I
! L EWEW a
SEWER 0 0.25% 1 _�VC SEWER 00.25% 0.25% 1
362 f - -- 4 362
INSTAI 1 8.35 LF OF 8' PVC I INSTALL 228
44.12 LFI OF 9" PVC! SEWER 0 iO.25% I INSTALL 21 STALL 228.3�
360
Id 360
V)
358
b
358
d
+ nt
356 t2 9 356
>;
354
354 + -------
z z
4 ------ IF— 352
352
:L
— — — - — — — - — — — - — — - —
T_
350 J_ 350
348
348
717NW FT8e7 �S�EWER
346 �7 - �-7!_" EWER
344
344
'IN T18*DRAIN
vl� IN ORT le DRAIN
I T 24"
DRAIN
342 - ----- 342
340
t
340
i cs
W
VER
338 0 338
>; >;
>; >;
_999
cs 7K
336 k 1 336
c?. rt.
INSTALL 36.60
L +
M T:
x IF OF 1A i
_1�4 23 LF 61� 2�; 33
-INSTALL
J
RGJ-RCP�"
334 00.32% 0.43%
4
INSTALL f38 97 IF OF 1R* RG I-iltnp 0 0 % RGJ-k� 0 ()Zli I I SlIALL 396.62 LF OF le IRGJ-RCP
332
9+25
10+00 11+00
LEGEND:
ABEIREMATIONS
CONSTRUCT STORM DRAIN PER CITY STANDARDS
CL CENTERUNE SM
SEWER MANHOLE
INV INVERT Soo
SEWER CLEANOUT
so STORM DRAIN SDMH
STORM DRAIN MANHOLE
MH MANHOLE EX/EXST
EXISTING
CB CATCH BASIN REV
ELEVATION
JB JLINCTION BOX R/W
RIGHT OF WAY
C&G CURB & GUTTER FOC
FACE OF CURB
PA PROPERTY LINE FL
FLOWUNE
TOM 363 2_2 TOP OF MANHOUE/TOP OF
CLEANOUT ELEVATION
—s—CONSTRUCT SUR PER CITY
STANDARDS
CONSTRUCT SEWER MANHOLE
TYPE "A" PER CO.B. STD.
SW -4 AND SW -5.
0 CONSTRUCT SEWER CLEANOUT
PER C.O.B. SID. SW -6.
12+00 13+00 14+00 15+00 16+00
SCALE: 1" = 40' HORIZONTAL
I" = 4� VERTICAL
NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A"
NTH 3.5� OPENINGS PER C.O.B. SM. D-14
UNLESS OTHERWISE NOTED.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
ELEVATIONS. UNLESS OTHERWISE NOTED.
3) ALL SEWER LATERALS SHALL BE 4- IN SIZE,
UNLESS OTHERWISE NOTED.
MOON DESIGNATION,
SECRON UEFRR
SHEET WHERE SECTION IS
CONSTRUCTION NOTES
CONSTRUCT PIPE SADDLE PER C.O.B. STD. BET. D-9.
CONSTRUCT TEMPORARY SEWER CLEANOUT NTH
UNIT 3 & REMOVE NTH UNIT 6
(NO TEMPORARY SEWER CLEANIOUT REQUIRED IF
UNIT 6 IS DEVELOPED WTH UNIT 3).
CONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION
OF EXISTING SEWER/STORM DRAIN LINES BEFORE
CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
17+00
- - I
CURVE TABLE
CONSTRUCT STORM DRAIN PER CITY STANDARDS
0
CONSTRUCT STORM DRAIN
TANGENT
MANHOLE TYPE *A` PER CAR. STD. SW -4 & SW -5.
CI
CONSTRUCT CATCH BASIN
58.1f
TYPE "A* PER C.O.B. STD. D-14.
9OW007
CENIERUNE MONUMENT
- — - — - —
CENTERUNE
EXISTING SEWER LINE
C3
EXISTING STORM DRAIN LINE
2249'
EXISTING SEWER MANHOLE
234'38*
EXISTING SEWER CLEANOUT
37.00'
EXISTING DRAIN MANHOLE
NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A"
NTH 3.5� OPENINGS PER C.O.B. SM. D-14
UNLESS OTHERWISE NOTED.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
ELEVATIONS. UNLESS OTHERWISE NOTED.
3) ALL SEWER LATERALS SHALL BE 4- IN SIZE,
UNLESS OTHERWISE NOTED.
MOON DESIGNATION,
SECRON UEFRR
SHEET WHERE SECTION IS
CONSTRUCTION NOTES
CONSTRUCT PIPE SADDLE PER C.O.B. STD. BET. D-9.
CONSTRUCT TEMPORARY SEWER CLEANOUT NTH
UNIT 3 & REMOVE NTH UNIT 6
(NO TEMPORARY SEWER CLEANIOUT REQUIRED IF
UNIT 6 IS DEVELOPED WTH UNIT 3).
CONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION
OF EXISTING SEWER/STORM DRAIN LINES BEFORE
CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
17+00
- - I
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CI
37.00?
58.1f
37.00'
9OW007
C2
31.31'
C3
500.0cr
2249'
11.25'
234'38*
C4
37.00'
58.12�
37.OV
90,W00"
LINE TABLE
LINE
BEARING
DISTANCE
Li
N 1*01 ' 32" W
22�2��
L2
N 4513'05' E
; 60
1_3
N 45%Vn5* E
31.31'
SCALE: 1" 40'
40' 20' 0. 40' 80'
Know whats below.
Call before you dig.
?A � � "aA 2 --2
CITY RECORDS NO:
0 z;z
00f�
0
Z�j
ILI
00—
Of
W
m
J�x
0
C3
I—I
co
z
CL
z
cr
IP
zo
CO
Z
0
Lu
Lu
co
P5
0D
W
z
0)
LL
0
368
3615
364
362
361D
358
356
354
352
350
348
3446
344
342
341D
338
336
334
LEIGHFIELD WAY
(PRIVATE STREET)
(STA. 10+00.00 C.L. TO 12+31.90 C.L.)
SCALE: I" = 40' HORIZONTAL
MORLEY WAY
SEE SHEET 7
c�
2
20,';
CL CENTERILINE SMH SEWER MANHOLE CONSTRUCT STORM DRAIN PER CITY STANDARDS
18
INV INVERT Soo SEWER CLEANOIJT
SO STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN
MH MANHOLE D(/EXST EXISTING MANHOLE TYPE "A' PER C.O.B. STD. SW -4 & SW 5.
CB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY CONSTRUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB TYPE "A" PER r O.B. STD. 0-14.
U IT
6
q
FULHAN STREET
+
7*00'
L
1\1
5
2.% LF 18
SEE SHEET 7
L1
18"
it
LF OF 2
g
+
NIZ
19
Z4
INSTALL
�2 �2 -
g� 4
Q
6 � " I
c:)
W NOE PG&E PIPEUNE EASEMENT PER -i,
�4
0�
17.00'
L4
8
<
g
21
DOC. NO. 0203148941 OR.
360
>k
22
+
L3
0 CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE
23
d
3 d W
126.81 �F GF- 18! *J-RGf-0
bAM
8.6
L-3%
If
Z� 24
D
358
is
10.00 LF
4
+
558
+
17
.6
T
8'
+
+
6
IR
+
P/L
I
APP
a
N
r F5
!FINISHED G
LEIGHFIELD WAY
(PRIVATE STREET)
(STA. 10+00.00 C.L. TO 12+31.90 C.L.)
SCALE: I" = 40' HORIZONTAL
MORLEY WAY
SEE SHEET 7
c�
2
20,';
CL CENTERILINE SMH SEWER MANHOLE CONSTRUCT STORM DRAIN PER CITY STANDARDS
18
INV INVERT Soo SEWER CLEANOIJT
SO STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN
MH MANHOLE D(/EXST EXISTING MANHOLE TYPE "A' PER C.O.B. STD. SW -4 & SW 5.
CB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY CONSTRUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB TYPE "A" PER r O.B. STD. 0-14.
EVERTON
AVENUE
q
BEARING
+
7*00'
L
N
5
2.% LF 18
P/L PROPERTY LINE FL FLOWUNE CENTERUNE MONUMENT
L1
18"
it
LF OF 2
g
+
20
19
EX. 1 57.64 LF OF 24"
RBJ-RCP 0 0.17% 1
INSTALL
�2 �2 -
g� 4
Q
6 � " I
c:)
W NOE PG&E PIPEUNE EASEMENT PER -i,
�4
0�
17.00'
L4
39
<
27.06
DOC. NO. 0203148941 OR.
360
>k
14
+
L3
0 CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE
+ +
d
EX. 57.64 LF
126.81 �F GF- 18! *J-RGf-0
bAM
8.6
L-3%
If
Z� 24
D
358
EX.
10.00 LF
4
NO 0 CEN LINE
558
17
So
T
8'
SEWER
IR
EVEIRTON AVEhIUE
APP
S11'4WFV1S*W
N
+
!FINISHED G
HIGHGATE GREENS
Z;�
LEIGHFIELD WAY
(PRIVATE STREET)
(STA. 10+00.00 C.L. TO 12+31.90 C.L.)
SCALE: I" = 40' HORIZONTAL
MORLEY WAY
SEE SHEET 7
c�
2
20,';
JiL __
9+00
10+00
11+00 12+00
SCALE: 1" = 40' HORIZONTAL
1"=4' VERTICAL
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
LEGEND:
ABBREVIAIIONS
U 1\1 IT 2
(NOT A PART) U 1\1 IT -7
CL CENTERILINE SMH SEWER MANHOLE CONSTRUCT STORM DRAIN PER CITY STANDARDS
18
INV INVERT Soo SEWER CLEANOIJT
SO STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN
MH MANHOLE D(/EXST EXISTING MANHOLE TYPE "A' PER C.O.B. STD. SW -4 & SW 5.
CB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY CONSTRUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB TYPE "A" PER r O.B. STD. 0-14.
EVERTON
AVENUE
q
BEARING
T-- F ---
7*00'
L
N
5
2.% LF 18
P/L PROPERTY LINE FL FLOWUNE CENTERUNE MONUMENT
L1
18"
it
LF OF 2
g
+
20
19
EX. 1 57.64 LF OF 24"
RBJ-RCP 0 0.17% 1
INSTALL
�2 �2 -
g� 4
Q
6 � " I
c:)
>
�4
00.11%
17.00'
L4
�2 t
1�
<
27.06
360
>k
14
�J-RC P 0
JiL __
9+00
10+00
11+00 12+00
SCALE: 1" = 40' HORIZONTAL
1"=4' VERTICAL
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
LEGEND:
ABBREVIAIIONS
U 1\1 IT 2
(NOT A PART) U 1\1 IT -7
CL CENTERILINE SMH SEWER MANHOLE CONSTRUCT STORM DRAIN PER CITY STANDARDS
RADIUS
INV INVERT Soo SEWER CLEANOIJT
SO STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN
MH MANHOLE D(/EXST EXISTING MANHOLE TYPE "A' PER C.O.B. STD. SW -4 & SW 5.
CB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY CONSTRUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB TYPE "A" PER r O.B. STD. 0-14.
EVERTON
AVENUE
SIZE
BEARING
T-- F ---
7*00'
L
16
5
2.% LF 18
P/L PROPERTY LINE FL FLOWUNE CENTERUNE MONUMENT
L1
18"
S0013'05"W
LF OF 2
27-.00 117
tj
20
RGW1R
EX. 1 57.64 LF OF 24"
RBJ-RCP 0 0.17% 1
INSTALL
.6
+
.t
Q
6 � " I
c:)
>
18"
00.11%
17.00'
L4
6
16*
<
27.06
360
>k
R
�J-RC P 0
L3
0 CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE
+ +
d
EX. 57.64 LF
126.81 �F GF- 18! *J-RGf-0
bAM
8.6
L-3%
If
Z� 24
D
358
z R +
4
NO 0 CEN LINE
558
17
So
T
W,
556
IR
EVEIRTON AVEhIUE
APP
kOX
N
+
!FINISHED G
HIGHGATE GREENS
Z;�
v-�
�54
(PRIVATE STREET)
MW
(STA.
10+00.00 C.L. TO 12+31.90 C.L.)
552
354
SCALE: 1" = 40' HORIZONTAL
>;
354
550
>;
+
-4-
>
9-9
>; >;
548
1
-
1,4
M +
352
V. B* SE
350
546
L
APPROXIMATE FINISHED
350
LLI E 0 CENTER
8"� WATER
INV. 19" DRAIN
I
542
1
LL
540
1
kfNv.-1r--
:
338
__T
EX. INV.
I
_j
i
T_
346
INV. B* WATER
I DRAIN
346
CLEARANCE
INV. 8 SEWER
344 i
344
3
I
INV. 19' DRAIN
L
CENTERLINE
342
-4-
INV
EX AIN�
INV 18* 01�w
INV. 18" DRAIN
_7
INV. 18* N
OT
T
REM
340
---- - --
------
CONNECT TO
340
338
EXISTING 8� DRAIN S UB
18, DRAIN
4-
16,6
mm
IQ
336
EMCAE EX PWGI
REFER TO
SEWER 8
in;
CS
336
CONNECT To ExisnNG
L-----
�
---
+
3
334
334
INSTAU� _1139_.74_LFjOF 8- Pvc� SEWER@
0.25%
1
INSTALL 156.44 UP OF 8-
PVq SEWM 0-6 25%
wo
Aul
IN". --SEWER--
332
JiL __
9+00
10+00
11+00 12+00
SCALE: 1" = 40' HORIZONTAL
1"=4' VERTICAL
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
LEGEND:
ABBREVIAIIONS
U 1\1 IT 2
(NOT A PART) U 1\1 IT -7
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
:::_T WAID
21
MEN
wwws�m'4
- I - _____t -
14.Yl' LF 8' SEWER NI
a- WATER
CL CENTERILINE SMH SEWER MANHOLE CONSTRUCT STORM DRAIN PER CITY STANDARDS
RADIUS
INV INVERT Soo SEWER CLEANOIJT
SO STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN
MH MANHOLE D(/EXST EXISTING MANHOLE TYPE "A' PER C.O.B. STD. SW -4 & SW 5.
CB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY CONSTRUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB TYPE "A" PER r O.B. STD. 0-14.
EVERTON
AVENUE
SIZE
BEARING
T-- F ---
7*00'
L
16
5
g
P/L PROPERTY LINE FL FLOWUNE CENTERUNE MONUMENT
L1
18"
S0013'05"W
LF OF 2
27-.00 117
tj
20
RGW1R
EX. 1 57.64 LF OF 24"
RBJ-RCP 0 0.17% 1
INSTALL 4
.6
+
.t
Q
6 � " I
c:)
>
18"
S8946'55"E
17.00'
L4
18"
<
27.06
360
>k
18"
S64*46'56"E
L3
0 CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE
+ +
d
EX. 57.64 LF
6
e
If
Z� 24
D
358
z R +
4
NO 0 CEN LINE
558
17
So
T
W,
556
!e
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
:::_T WAID
21
MEN
wwws�m'4
- I - _____t -
14.Yl' LF 8' SEWER NI
a- WATER
0jv
14+00 15+00 16+00
SCALE: 1" = 40' HORIZONTAL
1"=4� VERTICAL
CL CENTERILINE SMH SEWER MANHOLE CONSTRUCT STORM DRAIN PER CITY STANDARDS
RADIUS
INV INVERT Soo SEWER CLEANOIJT
SO STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN
MH MANHOLE D(/EXST EXISTING MANHOLE TYPE "A' PER C.O.B. STD. SW -4 & SW 5.
CB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY CONSTRUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB TYPE "A" PER r O.B. STD. 0-14.
EVERTON
AVENUE
SIZE
BEARING
T-- F ---
7*00'
L
SEE SHEET
5
1500.00-1
P/L PROPERTY LINE FL FLOWUNE CENTERUNE MONUMENT
L1
18"
S0013'05"W
LF OF 2
27-.00 117
tj
RGW1R
EX. 1 57.64 LF OF 24"
RBJ-RCP 0 0.17% 1
INSTALL 4
+
+
.t
Q
6 � " I
c:)
>
18"
S8946'55"E
17.00'
L4
18"
<
27.06
360
>k
18"
S64*46'56"E
L3
0 CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE
+ +
d
560
6
-- ----
D
358
z R +
4
NO 0 CEN LINE
558
W A t2
v
T
W,
556
!e
EVEIRTON AVEhIUE
APP
kOX
N
+
!FINISHED G
HIGHGATE GREENS
Z;�
v-�
�54
(PRIVATE STREET)
0jv
14+00 15+00 16+00
SCALE: 1" = 40' HORIZONTAL
1"=4� VERTICAL
CL CENTERILINE SMH SEWER MANHOLE CONSTRUCT STORM DRAIN PER CITY STANDARDS
RADIUS
INV INVERT Soo SEWER CLEANOIJT
SO STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN
MH MANHOLE D(/EXST EXISTING MANHOLE TYPE "A' PER C.O.B. STD. SW -4 & SW 5.
CB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY CONSTRUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB TYPE "A" PER r O.B. STD. 0-14.
PIPE TABLE
PIPE
SIZE
BEARING
T-- F ---
7*00'
L
DRAIN
+
1500.00-1
P/L PROPERTY LINE FL FLOWUNE CENTERUNE MONUMENT
L1
18"
S0013'05"W
LF OF 2
27-.00 117
RGW1R
EX. 1 57.64 LF OF 24"
RBJ-RCP 0 0.17% 1
INSTALL 4
+
+
.t
Q
6 � " I
c:)
>
18"
S8946'55"E
17.00'
L4
18"
<
27.06
360
>
18"
S64*46'56"E
28.16'
0 CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE
+ +
d
560
PER COB. SM. SW-&
-- ----
—
358
4
NO 0 CEN LINE
558
Q
556
EVEIRTON AVEhIUE
APP
kOX
SM SHEET 5
!FINISHED G
HIGHGATE GREENS
DRIVE
�54
(PRIVATE STREET)
(STA.
10+00.00 C.L. TO 12+31.90 C.L.)
552
354
SCALE: 1" = 40' HORIZONTAL
0jv
14+00 15+00 16+00
SCALE: 1" = 40' HORIZONTAL
1"=4� VERTICAL
CL CENTERILINE SMH SEWER MANHOLE CONSTRUCT STORM DRAIN PER CITY STANDARDS
RADIUS
INV INVERT Soo SEWER CLEANOIJT
SO STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN
MH MANHOLE D(/EXST EXISTING MANHOLE TYPE "A' PER C.O.B. STD. SW -4 & SW 5.
CB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY CONSTRUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB TYPE "A" PER r O.B. STD. 0-14.
PIPE TABLE
PIPE
SIZE
BEARING
T-- F ---
7*00'
L
'0
77UO'
C2
1500.00-1
P/L PROPERTY LINE FL FLOWUNE CENTERUNE MONUMENT
L1
18"
S0013'05"W
LF OF 2
27-.00 117
RGW1R
EX. 1 57.64 LF OF 24"
RBJ-RCP 0 0.17% 1
INSTALL 4
5.21 LF OF
24" ROI-RtP 0 0.17X!
39.75'
RGJT�Rcp 0
q.13%
18"
S8946'55"E
17.00'
L4
18"
N89'46'55"W
27.06
360
L5
18"
S64*46'56"E
28.16'
0 CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE
d
560
PER COB. SM. SW-&
-- ----
—
358
4
NO 0 CEN LINE
558
Q
556
356
APP
kOX
!FINISHED G
�54
0 CENTEI
552
354
>;
354
550
>;
9-9
548
1
-
1,4
352
V. B* SE
350
546
350
544
8"� WATER
INV. 19" DRAIN
I
542
1
LL
540
1
kfNv.-1r--
:
338
__T
EX. INV.
I
_j
i
346
INV.
I DRAIN
346
CLEARANCE
INV. 8 SEWER
344 i
344
I
INV. 19' DRAIN
CENTERLINE
342
342
_7
T
340
---- - --
------
340
338
18, DRAIN
16,6
mm
IQ
336
EMCAE EX PWGI
REFER TO
SEWER 8
CS
336
CONNECT To ExisnNG
-g
HEREON
3
334
334
SSEWER
1 EX. INV B".
wo
Aul
IN". --SEWER--
332
EX.
10 LF OF 8' PVC
INSTALL
92.68
LF OF 8' SEWERj
0
330
SEWER 0 0.25%
0.25%
\,INV. 24� DRAIN
330
EX. �NV. 24' OR�N
INV 2el
DRAIN
328
L--
----
j
214.�l LF OF 8'� PVC SEWER 0 0.25%
_4
A
EX. 10 OF OF If
INSTALL
PVC SEWER 0 0.25%
0jv
14+00 15+00 16+00
SCALE: 1" = 40' HORIZONTAL
1"=4� VERTICAL
368
366
370
368 45 IAIL 368 368
171.DO LF OF
18 RGJ Cp
UU
CL CENTERILINE SMH SEWER MANHOLE CONSTRUCT STORM DRAIN PER CITY STANDARDS
RADIUS
INV INVERT Soo SEWER CLEANOIJT
SO STORM DRAIN SDMH STORM DRAIN MANHOLE 0 CONSTRUCT STORM DRAIN
MH MANHOLE D(/EXST EXISTING MANHOLE TYPE "A' PER C.O.B. STD. SW -4 & SW 5.
CB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY CONSTRUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB TYPE "A" PER r O.B. STD. 0-14.
PIPE TABLE
PIPE
SIZE
BEARING
LENGTH
7*00'
L
'0
77UO'
C2
1500.00-1
P/L PROPERTY LINE FL FLOWUNE CENTERUNE MONUMENT
L1
18"
S0013'05"W
17,00'
27-.00 117
RGW1R
36322 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION — - — - — - CENTERLINE
-LP--M �0 EXISTING SEWER LINE
_S —CONSTRUCT SEVIER PER CITY STANDARDS EXISTING STORM DRAIN LINE
0 CONSTRUCT SEWER MANHOLE EXISTING SEWER MANHOLE
TYPE W PER r O.B. SM. SII AND SW -5. EXISTING SEVER CLEANOUT
L2
24"
S001 3'05"W
39.75'
L3
18"
S8946'55"E
17.00'
L4
18"
N89'46'55"W
27.06
360
L5
18"
S64*46'56"E
28.16'
0 CONSTRUCT SEWER CLEANOUT EXISTING DRAIN MANHOLE
C4
560
PER COB. SM. SW-&
368
366
370
368 45 IAIL 368 368
171.DO LF OF
18 RGJ Cp
UU
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CI
564
58.12'
7*00'
L
'0
77UO'
C2
1500.00-1
69..36'
1 M71'
40' 20' 01
40'
27-.00 117
RGW1R
OF118"
-- -----
562
a R -
362
1
0.93%
>:
0
360
c;
C4
560
-- ----
—
358
4
NO 0 CEN LINE
558
Q
556
356
APP
kOX
!FINISHED G
�54
0 CENTEI
552
354
>;
354
550
548
1
352
V. B* SE
350
546
350
544
8"� WATER
INV. 19" DRAIN
I
542
1
LL
540
1
kfNv.-1r--
:
338
__T
EX. INV.
I
_j
i
346
OW 366
364 364
362 362
360 360
358 358
356 356
354 354
352 352
350 350
348 348
346 346
344 344
342 342
340 340
338 338
jjv - - - __ - jiv
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
7 A
0
17+00 17+50
NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A"
NTH 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 e IN SIZE,
UNLESS OTHERWISE NOTED.
SMTION DESIGNATION -
SECTION LEM
LL
2
94ET IIHIRE SECTION IS SHOWN
CONSTRUCTION NOTES
CONSTRUCT PIPE SADDLE PER C.O.S. SM. DEL D-9.
CONSTRUCT TEMPORARY SEWER CLEANOUT WITH
UNIT 3 & REMOVE WITH UNIT 6
(NO TEMPORARY SEWER CLEANOUT REOUIREO IF
UNIT 6 IS DEVELOPED WITH UNIT 3).
CONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION
OF EXISTING SEWER/STORM DRAIN LINES BEFORE
CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES
SECTION
SCALE: 1"=40' HORIZONTAL
1"=4' VERTICAL
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CI
37.00'
58.12'
7*00'
L
'0
77UO'
C2
1500.00-1
69..36'
1 M71'
40' 20' 01
SEC11ON
SCALE: 1"=40' HORIZONTAL
1"=4' VERTICAL
370
368
366
364
362
360
358
356
354
352
am
348
346
344
342
340
338
� ', I - (
INSTALL
364
17,00
1 0
SCALE:
LFi OOF
INS U.
40' 20' 01
40'
27-.00 117
RGW1R
OF118"
-- -----
a R -
362
1
0.93%
1
360
c;
C4
358
-- ----
—
358
NO 0 CEN LINE
Q
356
356
354
>;
354
352
352
350
350
8"� WATER
348
LL
kfNv.-1r--
:
ri
EX. INV.
I
346
INV.
I DRAIN
346
CLEARANCE
INV. 8 SEWER
SEC11ON
SCALE: 1"=40' HORIZONTAL
1"=4' VERTICAL
370
368
366
364
362
360
358
356
354
352
am
348
346
344
342
340
338
0%0
Know what's below.
Call before you dig.
� ', I - (
364
SCALE:
1 40'
364
40' 20' 01
40'
80,
362
-- -----
362
360
360
358
-- ----
—
358
NO 0 CEN LINE
356
356
354
354
352
352
350
350
348
348
EX. INV.
346
346
INV. 8 SEWER
344 i
344
INV. 19' DRAIN
342
342
_7
340
---- - --
------
340
338
338
16,6
mm
IQ
336
iq
CS
336
-g
am
334
334
wo
Aul
332
EX.
10 LF OF 8' PVC
INSTALL
92.68
LF OF 8' SEWERj
0
330
SEWER 0 0.25%
0.25%
330
328 L
328
0%0
Know what's below.
Call before you dig.
� ', I - (
SCALE:
1 40'
40' 20' 01
40'
80,
0%0
Know what's below.
Call before you dig.
UNIT
1 1 2
EX. FLOWAGE
LINE
REARING
DISTANCE
L1
& DRAINAGE
4&41'
37.DDr
5112*
37.00-
EASEMENT
MANHOLE TYPE *A" PER CO.B. SM. SW -4 & SW -5.
OB CATCH BASIN ELEV ELEVATION
o
18
CDNST.RUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB
d
TYPE A" PER CO.B. STD. D-14.
J
CENTERLINE MONUMENT
M�
- — - — -
24
EXISTING SEWER UNE
—s—GONSTRUCT SEWER PER CITY STANDARDS
f
ci
CONSTRUCT SEWER MANHOLE
ci
Rg�!
!q
+
- - - - - -
SHED
ME
EXISTING SEWER CLEANOUT
tk+
+ +
EXISTING DRAN MANHOLE
PER C.O.B. SM. SW -6.
R q
A� 14
:t
9
AP XIMATE FINISHED
4*
GOT 5 E 20
N SO T�06.00
17
11+00
16
.
15
+"
Sol 3'05-W 8' SEWER
135."
MO.DGr
9 do
INV. W SEM'R
PA I
18
tw
do
6 PA 6'
LEIGHFIEID WA'
SEE SHEET 6
LINE TABLE
LINE
REARING
DISTANCE
L1
N 462ZW W
4&41'
4
11
INSTALL 135.64,Lf OF 8 HVC SEWER 0 0.25%
ion
LENGTH
3
11 DELTA
C1
37.DDr
5112*
37.00-
1 90 -00 -OOP
MANHOLE TYPE *A" PER CO.B. SM. SW -4 & SW -5.
OB CATCH BASIN ELEV ELEVATION
o
18
CDNST.RUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB
d
TYPE A" PER CO.B. STD. D-14.
J
CENTERLINE MONUMENT
23
- — - — -
24
EXISTING SEWER UNE
—s—GONSTRUCT SEWER PER CITY STANDARDS
f
ci
CONSTRUCT SEWER MANHOLE
ci
TYPE 'A* PER C.O.B. STD. SW -4 AND SW -5.
+
- - - - - -
SHED
ME
EXISTING SEWER CLEANOUT
tk+
+
EXISTING DRAN MANHOLE
PER C.O.B. SM. SW -6.
4
11
364 364
INS11"ALL 100.0011-F OF
i r PVC SEWER
362
360
358
356
354
352
350
348
346
INSTALL 135.64,Lf OF 8 HVC SEWER 0 0.25%
ion
LENGTH
TANGENT
11 DELTA
C1
37.DDr
5112*
37.00-
1 90 -00 -OOP
MANHOLE TYPE *A" PER CO.B. SM. SW -4 & SW -5.
OB CATCH BASIN ELEV ELEVATION
o
18
CDNST.RUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB
d
TYPE A" PER CO.B. STD. D-14.
J
CENTERLINE MONUMENT
23
- — - — -
24
EXISTING SEWER UNE
—s—GONSTRUCT SEWER PER CITY STANDARDS
f
ci
CONSTRUCT SEWER MANHOLE
ci
TYPE 'A* PER C.O.B. STD. SW -4 AND SW -5.
- - - - - -
A OXIMA I
PO
OR DE 0
- - - - - -
SHED
ME
EXISTING SEWER CLEANOUT
tk+
+
EXISTING DRAN MANHOLE
PER C.O.B. SM. SW -6.
R q
1
9
AP XIMATE FINISHED
4*
+
17
Gtoli 0 CENITRUNE
16
.
15
+"
P/L
I V.. —
9 do
INV. W SEM'R
18
18
30,
30'
1
FULHAN
STREET
BARBON BEO(
SEE
AVENUE
SHEET 3
(PRIVATE
STREET)
(STA. 10+00.00 C.L.
TO 12+06.00 C.L.)
SCALE 1" = 40' HORIZONTAL
364 364
INS11"ALL 100.0011-F OF
i r PVC SEWER
362
360
358
356
354
352
350
348
346
362
360
358
356
354
352
350
348
UW
9+50 10+00 11+00 12+00 12+25
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
5
19
LEIGHFIELD WAY
SEE SHEET 6
I
18"
I
INSTALL 135.64,Lf OF 8 HVC SEWER 0 0.25%
ion
LENGTH
TANGENT
11 DELTA
C1
37.DDr
5112*
37.00-
1 90 -00 -OOP
MANHOLE TYPE *A" PER CO.B. SM. SW -4 & SW -5.
OB CATCH BASIN ELEV ELEVATION
o
18
CDNST.RUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB
d
TYPE A" PER CO.B. STD. D-14.
J
CENTERLINE MONUMENT
-0-M. �1163 22 TOP OF MANHOLE/MP OF CLEANOUT ELEVATION —
- — - — -
CENTERUNE
EXISTING SEWER UNE
—s—GONSTRUCT SEWER PER CITY STANDARDS
f
ci
CONSTRUCT SEWER MANHOLE
ci
TYPE 'A* PER C.O.B. STD. SW -4 AND SW -5.
- - - - - -
A OXIMA I
PO
OR DE 0
- - - - - -
SHED
ME
EXISTING SEWER CLEANOUT
tk+
+
EXISTING DRAN MANHOLE
PER C.O.B. SM. SW -6.
PAL
+
AP XIMATE FINISHED
4*
17
Gtoli 0 CENITRUNE
16
15
14
I V.. —
9 do
INV. W SEM'R
362
360
358
356
354
352
350
348
UW
9+50 10+00 11+00 12+00 12+25
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
5
19
LEIGHFIELD WAY
SEE SHEET 6
I
18"
I
DRAIN
UNIT 1 6
It,
20
ig
8* WATER W—
IPA
5"W 6' SEWER 139.82 -
r -r -063-05-E
+00
BARBON BECK AVENUE
SEE SHEET 3
T5
le
18'
30' 8
I jo
'�+2
143
9
10
CURVE
RADIUS
LENGTH
TANGENT
11 DELTA
C1
37.DDr
5112*
37.00-
1 90 -00 -OOP
MANHOLE TYPE *A" PER CO.B. SM. SW -4 & SW -5.
OB CATCH BASIN ELEV ELEVATION
o
18
CDNST.RUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB
b b
TYPE A" PER CO.B. STD. D-14.
PA PROPERTY UNE FL FLOWIRIE
CENTERLINE MONUMENT
-0-M. �1163 22 TOP OF MANHOLE/MP OF CLEANOUT ELEVATION —
- — - — -
CENTERUNE
EXISTING SEWER UNE
—s—GONSTRUCT SEWER PER CITY STANDARDS
f
EXISTING STORM DRAIN LINE
CONSTRUCT SEWER MANHOLE
ci
TYPE 'A* PER C.O.B. STD. SW -4 AND SW -5.
- - - - - -
A OXIMA I
PO
OR DE 0
- - - - - -
SHED
ME
EXISTING SEWER CLEANOUT
CONSTRUCT SEWER CLEANOUT
+
EXISTING DRAN MANHOLE
PER C.O.B. SM. SW -6.
PAL
+
DRAIN
UNIT 1 6
It,
20
ig
8* WATER W—
IPA
5"W 6' SEWER 139.82 -
r -r -063-05-E
+00
BARBON BECK AVENUE
SEE SHEET 3
T5
le
18'
30' 8
I jo
'�+2
143
9
10
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
11 DELTA
C1
37.DDr
5112*
37.00-
1 90 -00 -OOP
MANHOLE TYPE *A" PER CO.B. SM. SW -4 & SW -5.
OB CATCH BASIN ELEV ELEVATION
o
P/L
CDNST.RUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB
b b
TYPE A" PER CO.B. STD. D-14.
PA PROPERTY UNE FL FLOWIRIE
CENTERLINE MONUMENT
-0-M. �1163 22 TOP OF MANHOLE/MP OF CLEANOUT ELEVATION —
- — - — -
CENTERUNE
EXISTING SEWER UNE
—s—GONSTRUCT SEWER PER CITY STANDARDS
f
EXISTING STORM DRAIN LINE
CONSTRUCT SEWER MANHOLE
ci
TYPE 'A* PER C.O.B. STD. SW -4 AND SW -5.
- - - - - -
A OXIMA I
PO
OR DE 0
- - - - - -
SHED
ME
EXISTING SEWER CLEANOUT
CONSTRUCT SEWER CLEANOUT
+
EXISTING DRAN MANHOLE
PER C.O.B. SM. SW -6.
PAL
+
4*
17
16
15
14
9 do
5'
7301
BARBON BECK
AV&UE'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
11 DELTA
C1
37.DDr
5112*
37.00-
1 90 -00 -OOP
LEGEND:
ABBREVIATIONS
OL CENTERUNE SMH SEWER MANHOLE
IF OF-CPVC SEWER�0 1,00%
CONSTRUCT STORM DRAIN PER CITY STANDARDS
INV INVERT Soo SEWER CLEANOUT
= 40'
S) STORM DRAIN SDMH STORM DRAIN MANHOLE
0
CONSTRUCT STORM DRAIN
MH MANHOLE EX/EXST EXISTING
d
MANHOLE TYPE *A" PER CO.B. SM. SW -4 & SW -5.
OB CATCH BASIN ELEV ELEVATION
JB JUNCTION BOX R/W RIGHT OF WAY
-tr
CDNST.RUCT CATCH BASIN
C&G CURB & GUTTER FOC FACE OF CURB
b b
TYPE A" PER CO.B. STD. D-14.
PA PROPERTY UNE FL FLOWIRIE
CENTERLINE MONUMENT
-0-M. �1163 22 TOP OF MANHOLE/MP OF CLEANOUT ELEVATION —
- — - — -
CENTERUNE
EXISTING SEWER UNE
—s—GONSTRUCT SEWER PER CITY STANDARDS
f
EXISTING STORM DRAIN LINE
CONSTRUCT SEWER MANHOLE
EXISTING SEWR MANHOLE
TYPE 'A* PER C.O.B. STD. SW -4 AND SW -5.
- - - - - -
A OXIMA I
PO
OR DE 0
- - - - - -
SHED
ME
EXISTING SEWER CLEANOUT
CONSTRUCT SEWER CLEANOUT
—J
INV. e SEWER
I
EXISTING DRAN MANHOLE
PER C.O.B. SM. SW -6.
364
362
360
358
356
354
352
350
348
7Aa
MUHLtYWAY SEE SHEET 3
(PRIVATE STREET)
(STA. 10+00.00 C.L. TO 12+43.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
IN4TALL 139.6
IF OF-CPVC SEWER�0 1,00%
SCALE:
1"
= 40'
40'
20'
0.
d
80,
b b
f
- - - - - -
A OXIMA I
PO
OR DE 0
- - - - - -
SHED
ME
—J
INV. e SEWER
I
Jolt
362
360
358
356
354
352
350
348
-- - - JAM
9+50 10+00 11+00 11+25
SCALE: I" = 40' HORIZONTAL
SCALE! 1" = 4� VERTICAL
NOTES : 1) ALL CATCH 13ASINS ARE To BE TYPE *A*
NTH 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* IN SIZE,
UNLESS OTHERWISE NOTED.
SECTION DESIGNATION,
SECTION LETTER
SHEET WHERE SECTION IS
CONSTRUCTION NOTES
CONSTRUCT PIPE SADDLE PER CO.B. SM. DET. D-9.
CONSTRUCT TEMPORARY SEWER CLEANOUT WITH
UNIT 3 & REMOVE WITH UNIT 6
(NO TEMPORARY SEWER CLEANOUT REQUIRED IF
UNIT 6 IS DEVELOPED WITH UNIT 3).
CON TRACTOR TO VERIFY LOCATION & INVERT ELEVATION
OF EXISTING SEWER/STORM DRAIN LINES BEFORE
CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
0'q -(0-',z4
v,4rr 3 001-1
67 -17 -If
Know what's below.
Callbefore you dig.
4 E
Aj �@
SCALE:
1"
= 40'
40'
20'
0.
40'
80,
0'q -(0-',z4
v,4rr 3 001-1
67 -17 -If
Know what's below.
Callbefore you dig.
4 E
Aj �@
U 1\1 IT
4
I
--66IS05FE i43.04T
NOOISU-50"t, 8' SEWER
2T7.86'
,PA
SEWER (LI) I It ,
CURVE TABLE
3
2
LENGTH
TANGENT
DELTA
C1
37.00'
50.12'
37.00'
le DRAIN (L2)
SEWER CLEANOUT
3 1.31
J\1
STORM DRAIN MANHOLE
-_INSTtLZ47-W
I
i al D __�+ ji�
CB
CATCH BASIN ELEV
ELEVATION
3
V`_OF
STA 9+41.88 C.L CUMBRIANW�AJY =
11
STA: 10+00.00 C.L EVERTON AVENUE
FACE OF CURB
P/L
PROPERTY LINE FL
FLOWUNE
0 30�
CLEANIOUT ELEVATION
—s—CONSTRUCT
SEWER PER CITY
STANDARDS
4
I
--66IS05FE i43.04T
NOOISU-50"t, 8' SEWER
2T7.86'
,PA
SEWER (LI) I It ,
CURVE TABLE
3
RADIUS
LENGTH
TANGENT
DELTA
C1
37.00'
50.12'
37.00'
le DRAIN (L2)
SEWER CLEANOUT
3 1.31
J\1
STORM DRAIN MANHOLE
-_INSTtLZ47-W
I
i al D __�+ ji�
CB
CATCH BASIN ELEV
ELEVATION
0 INTERSECTION/B.C.-NOOIS05' RAI).
V`_OF
STA 9+41.88 C.L CUMBRIANW�AJY =
11
STA: 10+00.00 C.L EVERTON AVENUE
FACE OF CURB
P/L
PROPERTY LINE FL
FLOWUNE
0 30�
CLEANIOUT ELEVATION
—s—CONSTRUCT
SEWER PER CITY
STANDARDS
i
---
G CONSTRUCT SEWER MANHOLE
—4 LEE ;_�S;WE
-
4
I
--66IS05FE i43.04T
NOOISU-50"t, 8' SEWER
2T7.86'
,PA
SEWER (LI) I It ,
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
37.00'
50.12'
37.00'
1 90WOO'
364 F
362
360
358
356
354
352
350
348
3466
344
342
340
33EI
336
334
9+25
BARBON BECK AVENUE
SEE SHEET 3
U
BEARING
10
IT
.6161
6
EVERTON AVENUE
SEE SHEET 5
1
INV
INVERT sco
SEWER CLEANOUT
3 1.31
J\1
STORM DRAIN MANHOLE
-_INSTtLZ47-W
I
i al D __�+ ji�
CB
CATCH BASIN ELEV
ELEVATION
11
V`_OF
1+
11
CURB & GUTTER FOC
FACE OF CURB
P/L
PROPERTY LINE FL
FLOWUNE
0 30�
CLEANIOUT ELEVATION
10+00 11+00
SCALE 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
12+00
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
13+00
LEGEND:
BEARING
10
13
.6161
I NSTA
CENTERUNE SMH
SEWER MANHOLE
INV
INVERT sco
SEWER CLEANOUT
3 1.31
STORM DRAIN SDMH
STORM DRAIN MANHOLE
-_INSTtLZ47-W
MANHOLE EX/EXST
EXISTING
CB
CATCH BASIN ELEV
ELEVATION
JB
V`_OF
RIGHT OF WAY
00.25%
CURB & GUTTER FOC
FACE OF CURB
P/L
PROPERTY LINE FL
FLOWUNE
T-.g.Mj_63�-22 TOP OF MANHOLE/TOP OF
CLEANIOUT ELEVATION
—s—CONSTRUCT
SEWER PER CITY
STANDARDS
i
---
G CONSTRUCT SEWER MANHOLE
—4 LEE ;_�S;WE
-
TYPE "A" PER C.O.B. STD.
SW -4 AND SW -5.
do
V.
)G13'05"E
A
i
252-W
z �L
<-I
1�2
§
Ej
�2
+
C5
3
18" DRAN (L3)
I
PA
BARBON
cs
SE
CUMBRIAN WAY
5'
1
(PRIVATE STREET)
(STA. 10+00.00 C.L. TO 12+43.00 C.L.)
96
4
SCALE: 1" = 40' HORIZONTAL
10+00 11+00
SCALE 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
12+00
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
13+00
LEGEND:
BEARING
10
13
.6161
I NSTA
CENTERUNE SMH
SEWER MANHOLE
INV
INVERT sco
SEWER CLEANOUT
3 1.31
STORM DRAIN SDMH
STORM DRAIN MANHOLE
-_INSTtLZ47-W
MANHOLE EX/EXST
EXISTING
CB
CATCH BASIN ELEV
ELEVATION
JB
V`_OF
RIGHT OF WAY
00.25%
CURB & GUTTER FOC
FACE OF CURB
P/L
PROPERTY LINE FL
FLOWUNE
T-.g.Mj_63�-22 TOP OF MANHOLE/TOP OF
CLEANIOUT ELEVATION
—s—CONSTRUCT
SEWER PER CITY
STANDARDS
i
---
G CONSTRUCT SEWER MANHOLE
—4 LEE ;_�S;WE
-
TYPE "A" PER C.O.B. STD.
SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
)G13'05"E
A
i
252-W
z �L
<-I
1�2
§
Ej
�2
C5
3
18" DRAN (L3)
I
PA
cs
7)
5'
1
96
4
m
APP IC IXIMATE A
T
OISHED J
APPROXIMATE FINISHED�
--w
GR kDE 0 CENTERUNE
m
GRADE 0 CEN1FRWE
5.5'
W T
r tA ER
CLEAR
18,
8- WATE"
30
Fli W
INI B" SEWER
5
10+00 11+00
SCALE 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
12+00
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
13+00
LEGEND:
BEARING
10
ABBREVIATIONS
.6161
I NSTA
CENTERUNE SMH
SEWER MANHOLE
INV
INVERT sco
SEWER CLEANOUT
3 1.31
STORM DRAIN SDMH
STORM DRAIN MANHOLE
-_INSTtLZ47-W
MANHOLE EX/EXST
EXISTING
CB
CATCH BASIN ELEV
ELEVATION
JB
V`_OF
RIGHT OF WAY
00.25%
CURB & GUTTER FOC
FACE OF CURB
P/L
PROPERTY LINE FL
FLOWUNE
T-.g.Mj_63�-22 TOP OF MANHOLE/TOP OF
CLEANIOUT ELEVATION
—s—CONSTRUCT
SEWER PER CITY
STANDARDS
i
---
G CONSTRUCT SEWER MANHOLE
—4 LEE ;_�S;WE
-
TYPE "A" PER C.O.B. STD.
SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
)G13'05"E
18* DRAIN
252-W
z �L
<-I
1�2
§
Ej
�2
C5
PA
cs
7)
16
ww 1\ rj
7
APP IC IXIMATE A
T
OISHED J
APPROXIMATE FINISHED�
GR kDE 0 CENTERUNE
6.5�
CIIARAN E
GRADE 0 CEN1FRWE
5.5'
W T
r tA ER
CLEAR
8- WATE"
INI B" SEWER
7
7 _7
1
INV.
T2
rL
1 18, DRAIN4'/
Nv�
C5
q
INK 18' DRAW'
�O
a �.g�g
z
INSTALL
�9.�O
C4-1
0
>-
GJ -RC
0
CO
Z
09
INSTALL
26Zo6 LF OF 18", RCJ-RCP
0.15%
LU
Lu
LIF OF 8
cr
10+00 11+00
SCALE 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
12+00
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
13+00
PER C.O.B. STD. SW -6
LEGEND:
BEARING
10
ABBREVIATIONS
.6161
CL
CENTERUNE SMH
SEWER MANHOLE
INV
INVERT sco
SEWER CLEANOUT
SO
STORM DRAIN SDMH
STORM DRAIN MANHOLE
MH
MANHOLE EX/EXST
EXISTING
CB
CATCH BASIN ELEV
ELEVATION
JB
JUNCTION BOX R/W
RIGHT OF WAY
C&G
CURB & GUTTER FOC
FACE OF CURB
P/L
PROPERTY LINE FL
FLOWUNE
T-.g.Mj_63�-22 TOP OF MANHOLE/TOP OF
CLEANIOUT ELEVATION
—s—CONSTRUCT
SEWER PER CITY
STANDARDS
i
---
G CONSTRUCT SEWER MANHOLE
—4 LEE ;_�S;WE
-
TYPE "A" PER C.O.B. STD.
SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6
LINE TABLE
LINE
BEARING
10
Ll
.6161
31.31'
L2
N 4,r46'55" w
39.60'
L3
N 5806`2Y E
17.24�
L4
N 4513'W E
4001 RAD.
L5
CKLESBY STREET
39.60'
ERTON AVENUE
N 451SO5* E
40.96
L7
N 51`05'W
8" SEWER
257.B6'
18" (1-5)
777r
9
—12+00-
i
---
—4 LEE ;_�S;WE
-
0.00ti-
2 3_
LINE TABLE
LINE
BEARING
LENGTH
Ll
N 4,r46'W w
31.31'
L2
N 4,r46'55" w
39.60'
L3
N 5806`2Y E
17.24�
L4
N 4513'W E
31.31'
L5
N 4513'05� E
39.60'
L6
N 451SO5* E
40.96
L7
N 51`05'W
8" SEWER
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
11A
8
p
PAL
r� 7
U 1\1 IT- 0 J__
5 1 14
BARBON BECK AVENUE
SEE SHEET 4
"e--- I, e,8�
U 1\1 IT 3
13
I
INTERSECTION
STA. 12+43.00 C.L. BROCKLESBY MEET
STA. 21+94.12 C.L. BARBON BECK AVENUE
I— n — ii -TS;-D—RAIN 0
1 2 .9 1 2
+
L + 18; - PA
_1j 30
,I + Rif;
7 6
BARBON BECK AVENUE
SEE SHEET 4
BROCKLESBY STREET
(PRIVATE STREET)
(STA. 10+00.00 C.L. TO 12+43.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
8" WATER
U r4 rTS
0
CONSTRUCT STORM DRAIN
INSTA�L
CONSTRUCT CATCH BASIN
TYPE "A" PER C.O.B. STD. D-14.
I
F_
I INff i
2L7:N LIF OF A!
PA
GO
EXISTING STORM DRAIN LINE
EXISTING SEWER MANHOLE
40013'05"E
4TIO135"E
I
8" SEWER
257.B6'
777r
11+00
—12+00-
i
---
—4 LEE ;_�S;WE
-
0.00ti-
2 3_
)G13'05"E
18* DRAIN
252-W
z �L
<-I
1�2
§
Ej
�2
C5
PA
cs
7)
7
n22
APPROXIMATE FINISHED�
GRADE 0 CEN1FRWE
U 1\1 IT 3
13
I
INTERSECTION
STA. 12+43.00 C.L. BROCKLESBY MEET
STA. 21+94.12 C.L. BARBON BECK AVENUE
I— n — ii -TS;-D—RAIN 0
1 2 .9 1 2
+
L + 18; - PA
_1j 30
,I + Rif;
7 6
BARBON BECK AVENUE
SEE SHEET 4
BROCKLESBY STREET
(PRIVATE STREET)
(STA. 10+00.00 C.L. TO 12+43.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
9+25 10+00 11+00
SCALE: 1" = 40' HORIZONTAL
SCALE 1' = 4' VERTICAL
CONSTRUCT STORM DRAN PER CITY STANDARDS
U r4 rTS
0
CONSTRUCT STORM DRAIN
INSTA�L
CONSTRUCT CATCH BASIN
TYPE "A" PER C.O.B. STD. D-14.
I
F_
I INff i
2L7:N LIF OF A!
+
SEWER 6 0.25%
GO
EXISTING STORM DRAIN LINE
EXISTING SEWER MANHOLE
-ALL
I
EXISTING DRAIN MANHOLE
0 z Z
0
z �L
<-I
1�2
§
Ej
�2
C5
7)
7
APPROXIMATE FINISHED�
GRADE 0 CEN1FRWE
5.5'
CLEAR
8- WATE"
INI B" SEWER
7
1
T
C5
INK 18' DRAW'
�O
z
z
C4-1
0
>-
CO
Z
09
INSTALL�g
LU
Lu
LIF OF 8
cr
1 1
RGJ-RCP 0
INSTALL 252-00 LF OFAB" jGLIRCP 0 6.33%
1
9+25 10+00 11+00
SCALE: 1" = 40' HORIZONTAL
SCALE 1' = 4' VERTICAL
12+00
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- IN SIZE,
UNLESS OTHERWISE NOTED.
SECTION DESIGNATION�
SECTION LETTER
SHEET WHERE SECTION IS SHOWN -
CONSTRUCTION NOTES
CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9.
CONSTRUCT TEMPORARY SEWER CLEANOUT WITH
UNIT 3 & REMOVE NTH UNIT 6
(NO TFMPORARY '.;FWFR CI FANOLIT REQUIRED IF
UNIT �Ilr
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
17A
13+00
SCALE: 1" = 40'
40' 20' 0' 40' so'
041 -to -zo
t4 i -r ) 0 -1 L�
07 -0 -11
CONSTRUCT STORM DRAN PER CITY STANDARDS
U r4 rTS
0
CONSTRUCT STORM DRAIN
MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
CONSTRUCT CATCH BASIN
TYPE "A" PER C.O.B. STD. D-14.
CENTERLINE MONUMENT
— - — - — - — - —
CENTERLINE
EXISTING SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING SEWER MANHOLE
EXISTING SEWER CLEANOUT
EXISTING DRAIN MANHOLE
12+00
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- IN SIZE,
UNLESS OTHERWISE NOTED.
SECTION DESIGNATION�
SECTION LETTER
SHEET WHERE SECTION IS SHOWN -
CONSTRUCTION NOTES
CONSTRUCT PIPE SADDLE PER C.O.B. STD. DET. D-9.
CONSTRUCT TEMPORARY SEWER CLEANOUT WITH
UNIT 3 & REMOVE NTH UNIT 6
(NO TFMPORARY '.;FWFR CI FANOLIT REQUIRED IF
UNIT �Ilr
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
17A
13+00
SCALE: 1" = 40'
40' 20' 0' 40' so'
041 -to -zo
t4 i -r ) 0 -1 L�
07 -0 -11
U r4 rTS
Know whafs beiow.
Cal I before you dig.
a
z
0 z Z
0
z �L
<-I
1�2
§
Ej
z
z
C4-1
0
>-
CO
Z
09
LU
Lu
cr
CO
0)
CO
0