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SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINES PER COB
STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS.
2. STANDARD DETAILS
THE FOLLOWING CITY OF BAKERSFIELD STANDARDS
SHALL BE CONSIDERED PART OF THESE PLANS:
D-111 D -14s D -16t D-18
SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11,
ST -6, ST -22
3. VCP INSTALLATION
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REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING
REQUIREMENTS:
1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV
OR CLASS V WITH WALLS "B" OR $PC'$. RCP SHALL MEET ASTM C 76 FOR- STRENGTH,
ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER
GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE
SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL
AND SPIGOT DESIGN WITH A CONTAINED O—RING GASKET.
EXIST. ZONE = R-1
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6 SUMMARY OF IMPROVEMENTS
6
66 64 62 20
NS [.63.1 :U60
7 6
19 SEWER IMPROVEMENTS PHASE 1 PHASE 2 TOTAL
8 "McCLOUD RIVER AVENUE-... 6" SEWER LINE 319 LF 302 LF 621 LF
8$' SEWER LINE 1670 LF 788 LF 2458 LF
9 is
10 11 112 113 114 115 1 16 4" LATERALS 1789 LF 1087 LF 2876 LF
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I - STANDARD MANHOLE 5 EA 2 EA 7EA
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6" CLEAN—OUT 2 EA 3 EA 5 EA
7 7�-
M"TE DROP MANHOLE 1 EA 1 EA 2 EA
DSCAPE
------
STORM DRAIN IMPROVEMENTS PHASE 1 PHASE 2 TOTAL
PHASES 1 & 2 WILL 18 DRAIN LINE 1392 LF 1100 LF 2492 LF
KEY MAP NOT BE CONSTRUCTED 24" DRAIN LINE 567 LF 567 LF
SCALE. 1 200' SIMULTANEOUSLY. 4 EA
CATCH BASIN 6 EA 8 EA
STANDARD MANHOLE 8 EA 6 EA 14 EA
OUTLET STRUCTURE 1 EA 1 EA
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WATER
SECTION
DETAIL,
N.T.S.
LEGEND. -
ABBREVIATIONS
CENTERLINE
C&G
CURB & GUTTER
INVERT
FL
FLOWLINE
STORM DRAIN MANHOLE
S/W
SIDEWALK
CATCH BASIN
EX.
EXISTING
SEWER MANHOLE
ELEV.
"T
SEWER CLEANOUT
P/L
PROPERTY LINE
LANDSCAPING AREA
R/W
RIGHT OF WAY
CITY OF BAKERSFIELD
T.O.M.
TOP OF MANHOLE
STATION
T.O.C.
TOP OF CLEANOUT
TEMPORARY
STD.
STANDARD
RADIAN
Cws
CITY WATER SERVICE
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PHASE BOUNDARY
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6 SUMMARY OF IMPROVEMENTS
6
66 64 62 20
NS [.63.1 :U60
7 6
19 SEWER IMPROVEMENTS PHASE 1 PHASE 2 TOTAL
8 "McCLOUD RIVER AVENUE-... 6" SEWER LINE 319 LF 302 LF 621 LF
8$' SEWER LINE 1670 LF 788 LF 2458 LF
9 is
10 11 112 113 114 115 1 16 4" LATERALS 1789 LF 1087 LF 2876 LF
M ej 17
A
I - STANDARD MANHOLE 5 EA 2 EA 7EA
-, 7
6" CLEAN—OUT 2 EA 3 EA 5 EA
7 7�-
M"TE DROP MANHOLE 1 EA 1 EA 2 EA
DSCAPE
------
STORM DRAIN IMPROVEMENTS PHASE 1 PHASE 2 TOTAL
PHASES 1 & 2 WILL 18 DRAIN LINE 1392 LF 1100 LF 2492 LF
KEY MAP NOT BE CONSTRUCTED 24" DRAIN LINE 567 LF 567 LF
SCALE. 1 200' SIMULTANEOUSLY. 4 EA
CATCH BASIN 6 EA 8 EA
STANDARD MANHOLE 8 EA 6 EA 14 EA
OUTLET STRUCTURE 1 EA 1 EA
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WATER
SECTION
DETAIL,
N.T.S.
LEGEND. -
ABBREVIATIONS
CENTERLINE
C&G
CURB & GUTTER
INVERT
FL
FLOWLINE
STORM DRAIN MANHOLE
S/W
SIDEWALK
CATCH BASIN
EX.
EXISTING
SEWER MANHOLE
ELEV.
ELEVATION
SEWER CLEANOUT
P/L
PROPERTY LINE
LANDSCAPING AREA
R/W
RIGHT OF WAY
CITY OF BAKERSFIELD
T.O.M.
TOP OF MANHOLE
STATION
T.O.C.
TOP OF CLEANOUT
TEMPORARY
STD.
STANDARD
RADIAN
Cws
CITY WATER SERVICE
w
PHASE BOUNDARY
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REVIEWED BY: STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR DATE
R.C.E. NO. 44898
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NOTES 1) ALL CATCH BASINS ARE TO BE TYPE A it
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 SIZEP
UNLESS OTHERWISE NOTED.
SECTION DESIGNATION. -
SECTION LETTER_�
2
SHEET WHERE SECTION IS SHOWN
/—PIPE SIZE
8"S —UTILITY-
W—WATER S—SEWER
G—GAS D—DRAIN
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STANDARD NOTES (CON)T)
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, WITHOUT
RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST
0
SHALL BE MADE AT A TEMPERATURE OF 70 — 80* 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 MM) SETTLING
CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS,
WITHOUT 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 FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 770 F ±5
(25- C ±3 ).
AT 28—DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS
SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN
ACCORDANCE WITH SECTION 7-2.03(l.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO
MEET THE 112—DAY REQUIREMENTS BEFORE COMPLE11ON 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 1 %**
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 WHEN MATERIAL
FORMULATIONS ARE CHANGED.
**VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS.
l.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A
MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE
SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE
SHEET.
l.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING
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
WITH THE LONGITUDINAL AXIS OF THE PIPE.
THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS.
LOCKING 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 LOCKING 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 WITH 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 WITH 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.
l.F APPLICATION TO CONCRETE PIPE — SPECIAL REQUIREMENTS. THE LINING
SHALL BE SET FLUSH WITH 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 WITH THE ADJOINING CONCRETE PIPE.
WHEREVER CONCRETE PIPE OR CAST—IN—PLACE STRUCTURES PROTECTED WITH 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
LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED POR11ON 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 SLING OR
NTH A SUITABLE FORK LIFT.
ON PIPE HAVING A 360 LINER COVERAGE, THE LONGITUDINAL EDGES OF THE
SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE
SHOP—WELDED JOINTS.
NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN
REPAIRED TO THE SATISFACTION OF THE ENGINEER.
l.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 SECTIONS.
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 (100—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 1—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 WITH A JOINT FLAP WITH 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 1 —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)l
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 WITH 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 BE 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 WHEN THE LINER COVERAGE IS
360 DEGREES
WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL
PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND
NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT.
WHEN 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.
l.H. APPLICATION TO CAST—IN—PLACE CONCRETE STRUCTURES — SPECIAL
REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO
THE INNER FORMS. SHEETS 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 GUIDES,
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 ITEM IN CONTACT WITH THE
PLASTIC—LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH 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 WITH 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 WITH LINING, INCLUDING WELDS,
SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY
DETECTOR (TINKER & RASOR MODEL NO. AP—W WITH POWER PACK OR APPROVED
EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 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 WHICH 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 KG) 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
WITHIN 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 DRAWINGS. 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 CLASS V SHALL BE INSTALLED PER ASTM TRENCH
DESIGNATION 301)".
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 NTH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM
TO ASTM D 3212 AND ASTM F 477.
2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM
F-679 (T—WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE
ENGINEER.
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3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURERS
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
WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS
LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE
WITH 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 INSIDE PIPE DIAMETER (PROVIDED BY PIPE
MANUFACTURER)
THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH 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 -39s 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 WHERE 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 INTENTION
OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING 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.
8. 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 DEVIATE 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 BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL
OF THE BACKFILL AT ALL TIMES.
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 PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING 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 CIVIL 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. IRENCH BACKFILL
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
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 SHALL 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 COMPAC11ON 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 SPRINGLINE.
CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR
THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS
THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL
SPECIFIED PREVIOUSLY IN THE SPECIFICAlIONS.
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 BACKFILLING, CONSOLIDATION OF MATERIAL AROUND
AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED.
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—SLICING OR HAND TAMPING SHALL BE DONE BEFORE
THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF
THE PIPE.
INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY
ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR
IN111AL 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 WRITING
BY THE ENGINEER PRIOR TO COMMENCING 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
BACKFILL, 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.
WHEN 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 BACKFILL WITHIN 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 WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN
TWO AND ONE—HALF (2-1/2) FEET OF FINISHED PERMANENT
GRADE SHALL BE COMPACTED TO NINETY PERCENT (907o)
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 WITHIN THE STREET. WHEN APPROVED BY THE
ENGINEER, JETTING MAY BE USED IN NON—STREET AREAS.
STANDARD NOTES (CON'T)
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 -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT
UP TO THE QUARTER POINT OF THE PIPE.
INITIAL BACKFILL. "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 WRITING BY THE ENGINEER PRIOR TO
COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIREC11ON
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 BACKFILL, 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.
WHEN 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 BACKFILL WITHIN 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 WITHIN THE PAVEMENT ON
STREETS, THE BACKFILL 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 WITHIN THE STREET.
WHEN 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 BACKFILL MATERIAL SHALL MEET THE
COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER
IS PLACED.
EACH LAYER OF BACKFILL SHALL BE THOROUGHLY 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 (907o)
RELA11VE COMPACTION FOR THE TOP FINISHED 30 " t AND SHALL BE DETERMINED BY
CALIFORNIA TEST METHODS 216 OR 231t 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.
10. 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, 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
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 WITH 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 WITH 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 WHEN THE CONDITION OF THE TRENCH OR THE
WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF
PIPE AND FITTINGS SHALL BE CLOSED.
WITH 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 CUTTING PIPE AND
SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE
WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH 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 WHEN COMPLETED
AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE
UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER
EXFILTRAIION TEST OR AIR PRESSURE TEST PER SEC11ON 306-1.4. "TESTING PIPELINES"
OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC 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 WHICH 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 WITH
THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE
PAID AS SEWER FOR THE APPROPRIATE DIAMETERS.
11. SYSTEM TESTING
A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN
ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE
RECOMMENDATIONS OF THE MANUFACTURER.
PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT
DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF
ROTATING 360 IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS
REQUIRED. THE VIDEO INSPEC11ON SHALL BE WITNESSED 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 WITH 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 VIEWING, 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-LINE 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 CENTERLINE OF THE MAIN. ALL LATERALS SHALL
BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE
PROPERTY LINE OR RIGHT-OF-WAY LINE WITH 30" OF COVER AT FLOW LINE. SURFACE
MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR
RIGHT-OF-WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. 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 FLOWLINE.
LINED MANHOLES
THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER
OF THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH
MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER.
PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, PLASTIC LINER AROUND
THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURE'S
RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED 449 TO THE PVC
BOOT NTH SIKA 449/203 PRIMER AND SIKA FLEX 1A SEALANT OR AN APPROVED EQUAL.
THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGGLY 0 THE OUTSIDE WALL OF THE
CONNECTION.
THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE
PLASTIC LINER MANUFACTURER'S RECOMMENDATION.
THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE ANBD PLACED SO IT IS
FLUSH WITH THE INSIDE WALL OF THE RCP.
THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL
APPROVED BY THE CITY ENGINEER.
13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED.
14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH 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 OTHERWISE. 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 UTILIZE RCP PIPE, CLASS III WITH 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 PROVISIONS.
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 "LAYING SIPHON AND PRESSURE
PIPE It j OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED.
REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO
SECTION 65-1.06B. "RUBBER GASKETED JOINTS It s 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 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 WITH MANUFACTURERS RECOMMENDATIONS.
PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS
DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH 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 WHEN THE COND11ION OF THE TRENCH OR
THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF
PIPE AND FITTINGS SHALL BE CLOSED.
WITH 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, WITH 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.
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 WITH SAND. IF THE PIPE
AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE
BACKFILLED WITH 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 WITH SUCH PRECISION THAT WILL ALLOW
THE REPLACEMENT OF THE PIPELINE 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 -BLOWING 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
SLOUGHING 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 WITH 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. MINOR STRUCTURES
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-1 2. 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 ASTM. 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.
18. ADJUST SURVEY MONUMENT ENCASEMENTS
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 WITH 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 PUBLIC TRAFFIC SHALL BE REDUCED TO
A MINIMUM OF ONE DAY.
4,00
�,U(
0
�/?OAZ/34VO
LID TO BE 1/41) STEEL PL
FASTENED TO CMP NTH 3/8
RIVETS, SPOT WELD, OR TACK
WELD AT 1/8 POINTS OR BETTER.
PROVIDE 4 - 12"x16"
OPENINGS W/ 12 it
SEPARATION BETWEEN
OPENINGS WITH 1/2 "
DIAMETER BARS NOT
MORE THAN 2" O.C.
'PLY GROUT
18" RGJ-RCP DRAIN
LINE
\-APPLY GROUT
CMP RISER OUTLET DETAIL
SCALE: NONE
THE MONUMENT WILL
BE
SET BY OTHERS.
THE OWNER WILL PROVIDE SURVEYS.
Know what's below.
CONTRACTOR SHALL
GIVE
THE OWNER 24
HOURS NOTICE WHEN SURVEYS ARE REQUIRED.
Call
before you dig.
ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS
SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.
0_1
I
*TO 7' MAX.
MULTIPLE
UTILITY
TRENCH
TYP.
m 3r.
I
0
STAMP AN "S" INTO CURB FACE
OVER EACH SEWER LATERAL.
q SEWER MAIN
q
-5 FINISHED
TYP. STREET
rGRADE
60 1$
TYP.
170 MIN,
1% MIN.
WATER
LINE 4t
y y
3::
x
1K ...0-7.. A r) --- I 7
JV4
360
358
356
354
352
350
348
346
344
342
340
APF
338
336
334
332
330
IM0
362
RGJ-RCP
SET LATERAL
ON DEEP SEWER, SLOPEJ
358
LATERALS TO LOT LINE
PROVIDING PROPER
SO THAT THE END OF
CLEARANCE UNDER
LATERAL IS WITHIN
WATERLINE AND
REQUIRED TOLERANCE. DETAIL
UTILITY TRENCHES
TYPICAL SEWER LATERAL INSTALLATION
348 c
*FOR SHALLOW INSTALLATION OF SEWER LATERALS
FROM SHALLOW
SEWER MAINS, THE SEWER LATERALS MUST CROSS
OVER THE WATER
OR UTILITY TRENCH. THESE INSTALLATIONS MUST
RECEIVE SPECIAL
TREATMENT FOR LATERALS WHEN CROSSING OVER
THE WATERMAIN.
A SEWER LATERAL CROSSING ABOVE A WATER MAIN
SHALL BE
CONSTRUCTED OF A CONTINUOUS 20' SECTION OF
CLASS 200 (DR
14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED ON
THE PIPE BEING CROSSED.
332
NOTE: CONTRACTOR TO VERIFY THAT WATER MAIN
AND SEWER
LATERAL CROSSINGS ARE IN CONFORMANCE
WITH
CALIFORNIA HEALTH CODE REQUIREMENTS.
89011"51"
1K ...0-7.. A r) --- I 7
JV4
360
358
356
354
352
350
348
346
344
342
340
APF
338
336
334
332
330
IM0
360
362
RGJ-RCP
360
356
358
354
356
352
354
350
352
348
350
346
348 c
344
346a
27.801
-
342
344
340
342
338
340
336
338
334
336
332
334
330
3 2
IM0
1z A
89011"51"
W
83.39'
L7
N
89*11'51 "
W
282.50
L8
N
89011'51 "
W
283.00'
L9
N
8911'51
W
95.36
Ll 0
N
8911'51
W
145.00*
L11
N
89*11'51
W
119.00
___j
31
C)
C)
<
LO
c1_4
CO
0
of <
Uj
5,
C) Z Uj F-
C)
C:) 3:: m -5,
V) LIJ
CD . -
C) C)
zo
;1020
'I-
co 00 1.14.
<
LO U")
>
30'
30
66
UDLO
U0
+ +
I
CD
+ +
30
OM
P=
C> C)
Lo C)
(1,
C)
C)
U-) U-)
L0
-
------- Ld
__j
U.1
< <
go
I
7-
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<<
co
r?,
(.0 to
+
L0 L0 j
V) V)
8 W
CN
I C)
+
V) F-
V) V)
L.Li
V_
< <
> >:
0
0
LJLJ
V)
U) )000
r- V_
360
362
358
360
356
358
354
356
352
354
350
352
348
350
346
348 c
344
346a
27.801
-
342
344
340
342
338
340
336
338
334
336
332
334
330
3 2
IM0
1z A
TO 72 MAX.
SURFACE MARKER FOR LATERALS PER
C.O.B. STD. S-1
SECTION SECTION
SCALE. 1 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL
SCALE: 1 5' VERTICAL SCALE: 1" = 5' VERTICAL
LEGEND.
C.L.
CENTERLINE
LINE TABLE
INV.
LINE
FL FLOWLINE
BEARING
STORM DRAIN MANHOLE
DISTANCE
Ll
S
36*30'21"
W
16.52'
L2
S
65*17'04"
E
27.801
L3
S
00*48'09"
W
23.42'
L4
S
19054'03"
W
24.78 0
L5
S
89*11'51 "
E
126.00'
L6
N
89011"51"
W
83.39'
L7
N
89*11'51 "
W
282.50
L8
N
89011'51 "
W
283.00'
L9
N
8911'51
W
95.36
Ll 0
N
8911'51
W
145.00*
L11
N
89*11'51
W
119.00
SECTION SECTION
SCALE. 1 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL
SCALE: 1 5' VERTICAL SCALE: 1" = 5' VERTICAL
LEGEND.
C.L.
CENTERLINE
C&G CURB & GUTTER
INV.
INVERT
FL FLOWLINE
DMH
STORM DRAIN MANHOLE
S/W SIDEWALK
CB
CATCH BASIN
EX. EXISTING
SMH
SEWER MANHOLE
ELEV. ELEVATION
Sco
SEWER CLEANOUT
P/L PROPERTY LINE
L.S.
LANDSCAPING AREA
R/W RIGHT OF WAY
C.O.B.
CITY OF BAKERSFIELD
T.O.M. TOP OF MANHOLE
STA.
STATION
T.O.C. TOP OF CLEANOUT
TEMP.
TEMPORARY
STD. STANDARD
RAD.
RADIAN
cWS CITY WATER SERVICE
c
PHASE BOUNDARY
PROPERTY LINE / RIGHT-OF-WAY
co
TRACT BOUNDARY
0
CENTERLINE
W
TAM. 363.22
S_
G
0
N
NIGU RIVER STREET
SEE SHEET 7
goo
UUJI .9+00 8�Ss 18"D
cn
S89011,61 "E
api
OW low -
W) -8
0 W- C:) - -
Uj
R/W1 _j �r-
5 -LU 51
4n C�
50P 25" 0" 50P 1002
362
. CONSTRUCTION NOTES --
60
358 (D REMOVE CAP & CONNECT TO EXISTING SEWER.
CONTRACTOR TO VERIFY LOCATION AND INVERT
356 OF EXISTING SEWER PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
354 2 STUB & PLUG SEWER/STORM DRAIN LINE.
352 CONTRACTOR TO HAVE A LICENSED SURVEYOR
VERIFY LOCATION & INVERT ELEVATION OF
350 SEWER/STORM DRAIN STUB PRIOR TO BACKFILL.
348 CONSTRUCT WATER MAIN CROSSING UNDER
STORM DRAIN MAIN (SEE WATER SECTION
346 DETAIL ON COVER SHEET).
344 CONSTRUCT TEMPORARY CMP RISER FOR
SURFACE DRAINAGE OF PHASE 1 AND REMOVE
342 AND CONSTURCT MANHOLE WITH PHASE 2.
SEE RISER DETAIL ON SHEET '23".
.340
NOTES:
338 1) ALL CATCH BASINS ARE TO BE TYPE "A"
336 WITH 3.5' OPENINGS PER C.O.B. STD. D-14
UNLESS OTHERWISE NOTED.
334 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
ELEVATIONS UNLESS OTHERWISE NOTED.
332 3) ALL SEWER LATERALS SHALL BE 4`0 IN SIZE,
330 UNLESS OTHERWISE NOTED.
SECTION DESIGNATION. -
SECTION LETTER
A
m m poem== m m mommmmm = m
2
SHEET WHERE SECTION IS SHOWN
PROPOSED CURB
PROPOSED WATER PER SEPARATE PLA"-_�
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
CONSTRUCT SEWER PER CITY STANDARDS
CONSTRUCT SEWER MANHOLE
TYPE "'At' PER C.O.B. STD. SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
360
358
356
354
352
350
348
346,
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
NIGU RIVER STREET
SEE SHEET 7
INSTALL 27.80 LF
or, 1,q11 pr-.I-Prp
MARTIAN RIVER STREET
SEE TR 7044 SEWER PLANS W W
I wlv)cn WIV) W I 1 0
A R G I R IV` E R A'RV E NO U
(STA. 10+00.00 C.L. TO STA. 15+65.50 C.L.)
SCALE: 1",,= 50' HORIZONTAL
SCALE: 1 = 5' VERTICAL
INSTALL 83.39 LF INSTALL 95.36 LF
np 1.q" Pr-.I-Prp a np 1R11 pr-%.I-Prp
CUYAMA RIVER STREET
_j
__j
Uj 2
1
SEE
SHEET 8
Uj
OF 18"
RG..
-RCP
.4
U-jj
_j
#
a
Uj
50P 25" 0" 50P 1002
362
. CONSTRUCTION NOTES --
60
358 (D REMOVE CAP & CONNECT TO EXISTING SEWER.
CONTRACTOR TO VERIFY LOCATION AND INVERT
356 OF EXISTING SEWER PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
354 2 STUB & PLUG SEWER/STORM DRAIN LINE.
352 CONTRACTOR TO HAVE A LICENSED SURVEYOR
VERIFY LOCATION & INVERT ELEVATION OF
350 SEWER/STORM DRAIN STUB PRIOR TO BACKFILL.
348 CONSTRUCT WATER MAIN CROSSING UNDER
STORM DRAIN MAIN (SEE WATER SECTION
346 DETAIL ON COVER SHEET).
344 CONSTRUCT TEMPORARY CMP RISER FOR
SURFACE DRAINAGE OF PHASE 1 AND REMOVE
342 AND CONSTURCT MANHOLE WITH PHASE 2.
SEE RISER DETAIL ON SHEET '23".
.340
NOTES:
338 1) ALL CATCH BASINS ARE TO BE TYPE "A"
336 WITH 3.5' OPENINGS PER C.O.B. STD. D-14
UNLESS OTHERWISE NOTED.
334 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
ELEVATIONS UNLESS OTHERWISE NOTED.
332 3) ALL SEWER LATERALS SHALL BE 4`0 IN SIZE,
330 UNLESS OTHERWISE NOTED.
SECTION DESIGNATION. -
SECTION LETTER
A
m m poem== m m mommmmm = m
2
SHEET WHERE SECTION IS SHOWN
PROPOSED CURB
PROPOSED WATER PER SEPARATE PLA"-_�
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
CONSTRUCT SEWER PER CITY STANDARDS
CONSTRUCT SEWER MANHOLE
TYPE "'At' PER C.O.B. STD. SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
360
358
356
354
352
350
348
346,
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
NIGU RIVER STREET
SEE SHEET 7
INSTALL 27.80 LF
or, 1,q11 pr-.I-Prp
MARTIAN RIVER STREET
SEE TR 7044 SEWER PLANS W W
I wlv)cn WIV) W I 1 0
A R G I R IV` E R A'RV E NO U
(STA. 10+00.00 C.L. TO STA. 15+65.50 C.L.)
SCALE: 1",,= 50' HORIZONTAL
SCALE: 1 = 5' VERTICAL
INSTALL 83.39 LF INSTALL 95.36 LF
np 1.q" Pr-.I-Prp a np 1R11 pr-%.I-Prp
CUYAMA RIVER STREET
_j
__j
Uj 2
1
SEE
SHEET 8
Uj
OF 18"
RG..
-RCP
0 -0.25%
U-jj
_j
#
a
18" RGJRCP
(1)
C)
. __j
U_
Lc
00
a -
'00 Lj-
M UJ C
Gi. - -a-
+ __j
m
M <
c
LU
co
0
Uj
UJ
V) z:
n
mo
SCALE.- 1 50
50P 25" 0" 50P 1002
362
. CONSTRUCTION NOTES --
60
358 (D REMOVE CAP & CONNECT TO EXISTING SEWER.
CONTRACTOR TO VERIFY LOCATION AND INVERT
356 OF EXISTING SEWER PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
354 2 STUB & PLUG SEWER/STORM DRAIN LINE.
352 CONTRACTOR TO HAVE A LICENSED SURVEYOR
VERIFY LOCATION & INVERT ELEVATION OF
350 SEWER/STORM DRAIN STUB PRIOR TO BACKFILL.
348 CONSTRUCT WATER MAIN CROSSING UNDER
STORM DRAIN MAIN (SEE WATER SECTION
346 DETAIL ON COVER SHEET).
344 CONSTRUCT TEMPORARY CMP RISER FOR
SURFACE DRAINAGE OF PHASE 1 AND REMOVE
342 AND CONSTURCT MANHOLE WITH PHASE 2.
SEE RISER DETAIL ON SHEET '23".
.340
NOTES:
338 1) ALL CATCH BASINS ARE TO BE TYPE "A"
336 WITH 3.5' OPENINGS PER C.O.B. STD. D-14
UNLESS OTHERWISE NOTED.
334 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
ELEVATIONS UNLESS OTHERWISE NOTED.
332 3) ALL SEWER LATERALS SHALL BE 4`0 IN SIZE,
330 UNLESS OTHERWISE NOTED.
SECTION DESIGNATION. -
SECTION LETTER
A
m m poem== m m mommmmm = m
2
SHEET WHERE SECTION IS SHOWN
PROPOSED CURB
PROPOSED WATER PER SEPARATE PLA"-_�
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
CONSTRUCT SEWER PER CITY STANDARDS
CONSTRUCT SEWER MANHOLE
TYPE "'At' PER C.O.B. STD. SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
360
358
356
354
352
350
348
346,
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
NIGU RIVER STREET
SEE SHEET 7
INSTALL 27.80 LF
or, 1,q11 pr-.I-Prp
MARTIAN RIVER STREET
SEE TR 7044 SEWER PLANS W W
I wlv)cn WIV) W I 1 0
A R G I R IV` E R A'RV E NO U
(STA. 10+00.00 C.L. TO STA. 15+65.50 C.L.)
SCALE: 1",,= 50' HORIZONTAL
SCALE: 1 = 5' VERTICAL
INSTALL 83.39 LF INSTALL 95.36 LF
np 1.q" Pr-.I-Prp a np 1R11 pr-%.I-Prp
CUYAMA RIVER STREET
-.1.80%-
1
SEE
SHEET 8
LF
OF 18"
RG..
-RCP
0 -0.25%
-0.25%
(1) -0.12.5%
18" RGJRCP
(1)
-0.25%
C)
32
LU
co
UJ
t'_
C)
z:
00
Uj
W
C:)-
0
1+
�1,
___j
31
C)
C)
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LO
c1_4
CO
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of <
Uj
5,
C) Z Uj F-
C)
C:) 3:: m -5,
V) LIJ
CD . -
C) C)
zo
;1020
'I-
co 00 1.14.
<
LO U")
>
30'
30
66
UDLO
U0
+ +
I
CD
+ +
30
OM
P=
C> C)
Lo C)
(1,
C)
C)
U-) U-)
L0
-
------- Ld
__j
U.1
< <
go
I
7-
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co
r?,
(.0 to
+
L0 L0 j
V) V)
8 W
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I C)
+
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V) V)
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< <
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29
>:
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Im
L 5
z
�0
>
cti - --w* -d >
18"D (LlO)-
LLA
LA_
C)
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- =zz
C)
51
28
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LO
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wAq
CL
M
z z
C).
C)
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z
CD
C:)
(0
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W
CD
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z
LO
Ir
Y,%
0
5 moo
co
(0
27
z
W
00
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20'
0
C)
a.
LLJ
LU
V)
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00
CD
>_ LO
ry 'I-
a
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CD
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Lc)
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+ V-)
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<*
26
ul
I c*
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CD 0
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V)
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V)
x
W
+- -CC)>
CUYAMA
RIVER STREET
I
_T,
> > > >
nit
SEE SHEET 8
M
r1l
m
INI_�TAI 1 145-00 1 F OF
10+00
TEMPORARY SUMP CALCULATIONS
CONSTRUCT STORM DRAIN MANHOLE REQUIRED VOLUME: 0.05 AC -FT
TYPE "A" PER C.O.B. STD. SW -4 & SW -5. AREA: 0.85 AC, C=0.42 EX
CONSTRUCT CATCH BASIN VOLUME REQUIRED: 0.15 X (0.36) = 0.054 AC -FT GROUND
TYPE "A" PER C.O.B. STD. D-1 4. . PROVIDED VOLUME: 0.06 AC -FT
A(BTM)-. 0.03 AC- A(MID): 0.04 AC- A(TOP): 0.05 AC
/-PIPE SIZE VOLUME PROVIDED: 1/5 X 30 (0.03+(3X(O.04))+ 2 0.05) X 1.5 0.060 AC -FT
8"S -UTILITY.-
W-WATER S -SEWER 1.5" DEEP SUMP NO FENCE REQUIRED
G -GAS D -DRAIN
12+00
13+00
14+00
53 )
A -7 1
16+00
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
Know what's below.
Call before you dig.
TEMPORARY SUMP SECTION I I N . -n f)
SCALE: N.T.S
La
-.1.80%-
1
qSTAL_
231.75
LF
OF 18"
RG..
-RCP
0 -0.25%
-0.25%
(1) -0.12.5%
18" RGJRCP
(1)
-0.25%
Uj
W
F-:
h4
C)
C)
c1_4
CO
z U-1
C) Z Uj F-
C)
C:) 3:: m -5,
V) LIJ
CD . -
C) 3:: Uj
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co 00 1.14.
>
00
IV)
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(1,
C)
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ry
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al
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LL. L -Li E -L
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+
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41
-A
APPROXIMAIE
FINI(SHED---0'
GRADE
@ (J*ENTERLINE
.....
M P SUMP
1A
IN
V. 8"W
INV.
18"D
41
................ .
IN
8"W
REMOVE
INV. 18"D
_j INV.
6"S
EX.
8"S STUB
C)
rl . .
INV. 1
J
8"D
-1.33
.........
EX.
F--:
INV.
"S
c
%J6
IL
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C)
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zzt f
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00
ry
r-
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I?
(n
Q) Uj
1:2
<
+
n
k_.) k..;
PO ro INSTALL
`0 11 9.00 LF
I
0
0 LLJ
c
Lb n
n rr)
(f)
Ui
< Uj
F- _J
LLI LLJ
_j _j
W
Ld Uj OF 6 Pvc
m (0 LAJ
_j
LL -1
_1 _1
1-1-A I a I SEWER
114STALL
12
10 LF
U)
T
V) LIJ
LIJ LIJ
@ 1. 0%
6"
Pvc SEWER
@ -1.90%
10+00
TEMPORARY SUMP CALCULATIONS
CONSTRUCT STORM DRAIN MANHOLE REQUIRED VOLUME: 0.05 AC -FT
TYPE "A" PER C.O.B. STD. SW -4 & SW -5. AREA: 0.85 AC, C=0.42 EX
CONSTRUCT CATCH BASIN VOLUME REQUIRED: 0.15 X (0.36) = 0.054 AC -FT GROUND
TYPE "A" PER C.O.B. STD. D-1 4. . PROVIDED VOLUME: 0.06 AC -FT
A(BTM)-. 0.03 AC- A(MID): 0.04 AC- A(TOP): 0.05 AC
/-PIPE SIZE VOLUME PROVIDED: 1/5 X 30 (0.03+(3X(O.04))+ 2 0.05) X 1.5 0.060 AC -FT
8"S -UTILITY.-
W-WATER S -SEWER 1.5" DEEP SUMP NO FENCE REQUIRED
G -GAS D -DRAIN
12+00
13+00
14+00
53 )
A -7 1
16+00
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CONSTRUCT STORM DRAIN PER CITY STANDARDS
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REMOVE CAP & CONNECT TO EXISTING SEWER. 324
CONTRACTOR TO VERIFY LOCATION AND INVERT
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CONTRACTOR TO VERIFY LOCATION AND INVERT
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CONSTRUCT TEMPORARY CMP RISER FOR 320
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-0.25%
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28 ff
ARNO RIVE�m LANE I" T
MARTIAN RIVER STREET (STA. 10+00.00 C.L. TO STA. 12+83.00 C.L. )CUYAMA RIVER STREET
SEE TR 7044 SEWER PLANS SEE SHEET8
INSTALL SCALE: 1 It = 50' HORIZONTAL INS I TALL
64.37 LF SCALE.- 1 5' VERTICAL 50.44 LF OF
OF 18" RCP PVC INSTALL 197.51 LF OF 18" RCP PVC
AND CONSTURCT MANHOLE WITH PHASE 2. 1
SEE RISER DETAIL ON SHEET 903$9. 9+00
NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "App
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
mm�mm�mm
SHEET WHERE SECTION IS SHOWN
/-PIPE SIZE
8"S -UTILITY:
W -WATER S -SEWER
G -GAS D -DRAIN
itelfflill
SCALE: 1 = 502
50" 25" 02 50" 100
11+00
willill
LINE TABLE
I - @ -0.78%-
LINE
18"
RCP
PVC Cc)
-0.25%
N
@ -0126%
E
15.42 1
L2
Lo
en
00*48'09"
E
25.42'
L3
S
89*11'51 "
E
42.75
L4
N
60*13'59"
W
64.37'
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C)
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31 "49'50"
E
29.66
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31 *49'50"
E
25.47'
L7
S
56*35214"
E
50.44 9
L8
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56.06'
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89*11'51"
E
283.00'
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SEE RISER DETAIL ON SHEET 903$9. 9+00
NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "App
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
mm�mm�mm
SHEET WHERE SECTION IS SHOWN
/-PIPE SIZE
8"S -UTILITY:
W -WATER S -SEWER
G -GAS D -DRAIN
itelfflill
SCALE: 1 = 502
50" 25" 02 50" 100
11+00
willill
13+00
aou
358
356
354
352
3-5-0
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
L*
LINE TABLE
LINE
BEARING
DISTANCE
Ll
N
00'048'09"
E
15.42 1
L2
N
00*48'09"
E
25.42'
L3
S
89*11'51 "
E
42.75
L4
N
60*13'59"
W
64.37'
L5
N
31 "49'50"
E
29.66
L6
N
31 *49'50"
E
25.47'
L7
S
56*35214"
E
50.44 9
L8
N
33*42'41 "
E
56.06'
L9
S
89*11'51"
E
283.00'
Ll 0
N
10*35'06"
E
29.43 $
13+00
aou
358
356
354
352
3-5-0
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
L*
NIGU RIVER STREET CUYAMA RIVER STREET
SEE SHEET 8
SEE EX. TR 7044 PLANS OZ D,-) bb i 56 .57 1 58 59 ;1 1 1 1 n ,i 1 99
0 INTERSECTION
I PHASE 11 5)
STA. 11 +43.50 C.L. MCCLOUD RIVER AVENUE i co 0)
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In "D 357.3
EX. 83 .........
5! 5 7. 3T m C)
f�o C) (0)
7- 00
8
I - __I�
R/W 001 c) F- 0
11-1 C) F_:
.11 z: ck� R/W F(r-- cr U-) z:
A/ X j W cr_ CN 0 C) C)
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C) LCOO m
m W to
cn I n
00 0i 100 co C)
INTERSECTION 9 Ili * n- \00 U-) cr-
8 4. U') Uj + +
LO CD to CD
STA. 10+00.00 C.L. MCCLOUD RIVER AVENUE 1.0 uj 11') C)
2 UJ U_1 Uj 00 00
C3 '0- 16 -7 6 c�
1 11 r" 12 1 Lo 17
2 2� w 14 w w 15
STA. 10+00.00 C.L. NIGU RIVER STREET �9 �9 v 3:: W C'4 1.0 UJ V)
U_1 U-1 z:
UJ UJ Uj ;!� <
30, jo V) V) _j LU
(5 V) V) �v 11 Uj ,dz -4-
Uj _j V) V)
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9 1 10 00 C-4 co r-_
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18 111) LO cq
0i C-� C3 -.4- C5 W co +
+ C1.4 T- + + cn I'd- I . 11") m to +\ Lb
CD n PO + + I --cl- "0 .14- LO Ir -
V_ + U-) U_ 1 18
+ + LO
CD _j
04 PO I
m +
+ U* 1.1 -1 + LO -7- < ............ SCALE: 12" 50t
18"D + - Uj + M
L0_ I . V_ <
< V) LO
V_ Lc) n LO
< V) < __j (n
V) V) < UJ
< 50
V) U) V) En V) 25" 0' 501 100
V) m
0 W V) V)
mc OUD RIVEOH"%' A V E N U E v) -,.4v-)z m Uj cn
MINAM RIVER WAY (STA. 10+00.00 C.L. TO STA. 15+65.50 C.L.) INSTALL 40.32 LF OF
SEE SHEET 7 SCALE: 1" 50' HORIZONTAL 18" RGJ-RCP
2 m% f It n r_ of
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
314
312
,)UALL: 1 0 VLK "LoAL
%J*z_%J10
LINE TABLE
12+00
LINE
LEGEND:
BEARING
DISTANCE
L1
N
89011'51"
W
40.32
L2
N
14*57'06"
W
26.41'
L3
N
14057'06"
W
24.47'
L4
N
83'035253"
W
51.24'
L5
N
89*11'51"
W
147.83'
L6
N
44*11'51 "
W
27.22'
00 ^00
N
89 11 1
W
422.
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In "D 357.3
EX. 83 .........
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7- 00
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2 UJ U_1 Uj 00 00
C3 '0- 16 -7 6 c�
1 11 r" 12 1 Lo 17
2 2� w 14 w w 15
STA. 10+00.00 C.L. NIGU RIVER STREET �9 �9 v 3:: W C'4 1.0 UJ V)
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MINAM RIVER WAY (STA. 10+00.00 C.L. TO STA. 15+65.50 C.L.) INSTALL 40.32 LF OF
SEE SHEET 7 SCALE: 1" 50' HORIZONTAL 18" RGJ-RCP
2 m% f It n r_ of
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
314
312
,)UALL: 1 0 VLK "LoAL
%J*z_%J10
11+00
12+00
IN
LEGEND:
R"
IKI TAI I '7Zr,.-7 7 1 r rf 1 on i nnp at n r, af
ABBREVIATIONS
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b�
C) 3:: V) U J
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CURB & GUTTER
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STORM DRAIN MANHOLE
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SIDEWALK
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EXISTING
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LANDSCAPING AREA
R/W
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TOP OF MANHOLE
STA.
STATION
T.O.C.
TOP OF CLEANOUT
TEMP.
TEMPORARY
STD.
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RADIAN
cWS
CITY WATER SERVICE
PHASE BOUNDARY
PROPERTY
LINE / RIGHT-OF-WAY
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TRACT BOUNDARY
>
>
C'4 00
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15+00 16+00
356
354
352
350
348
34166
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
"Xi A
%0 1 _r
312
*,ROPOSED CURB
PROPOSED WATER PER SEPARATE PLANS
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
CONSTRUCT SEWER PER CITY STANDARDS
CONSTRUCT SEWER MANHOLE
TYPE "A"' PER C.O.B. STD. SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STI). SW -6.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
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.
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
INSTALL INSTALL
26.41 LF OF 24.47 LF OF
18" R(',J-R(' P 1 Q11 DP I -DPD
SECTION
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VERTICAL
362
360
358
356
354
352
350
348
346
*;AA%0 -r -T
342
340
338
336
334
332
%330
328
326
NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "As'
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
2
SHEET WHERE SECTION IS SHOWN
/r -PIPE SIZE
8"S -UTILITY:
W -WATER S -SEWER
G -GAS D -DRAIN
LO
LO
T_
CD
00
C4
00
c; .
_j z: cn
:z LJ
r14 ry
< M
m
R
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
NIGIJ RIVER STREET
SEE SHEET 7
10
CD
F + T11 F_
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8
C*
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5$ C)
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coil C)
PHASE 2 C11
"v) V)-
NIGU RIVER STREET
SEE SHEET 7
WIEW 00mum' R I V E Hmm' WvW A Y
(STA. 8+47.19 C.L. TO STA. 10+00.00 C.L.)
SCALE 1 50' HORIZONTAL
SCALE: 1 = 5' VERTICAL
10+00
11+00
12+00
IN
LEGEND:
ABBREVIATIONS
C.L.
CENTERLINE
C&G
CURB & GUTTER
INV.
INVERT
FL
FLOWLINE
DMH
STORM DRAIN MANHOLE
S/W
SIDEWALK
CB
CATCH BASIN
EX.
EXISTING
SMH
SEWER MANHOLE
ELEV.
ELEVATION
SCO
SEWER CLEANOUT
P/L
PROPERTY LINE
L.S.
LANDSCAPING AREA
R/W
RIGHT OF WAY
C.O.B.
CITY OF BAKERSFIELD
T.O.M.
TOP OF MANHOLE
STA.
STATION
T.O.C.
TOP OF CLEANOUT
TEMP.
TEMPORARY
STD.
STANDARD
RAD.
RADIAN
cWS
CITY WATER SERVICE
PHASE BOUNDARY
PROPERTY
LINE / RIGHT-OF-WAY
-J
TRACT BOUNDARY
CENTERLINE
13+00
14+00
W
36,5 22
S_
N
N
0 1
"a -
15+00 16+00
356
354
352
350
348
34166
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
"Xi A
%0 1 _r
312
*,ROPOSED CURB
PROPOSED WATER PER SEPARATE PLANS
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
CONSTRUCT SEWER PER CITY STANDARDS
CONSTRUCT SEWER MANHOLE
TYPE "A"' PER C.O.B. STD. SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STI). SW -6.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
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.
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
INSTALL INSTALL
26.41 LF OF 24.47 LF OF
18" R(',J-R(' P 1 Q11 DP I -DPD
SECTION
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VERTICAL
362
360
358
356
354
352
350
348
346
*;AA%0 -r -T
342
340
338
336
334
332
%330
328
326
NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "As'
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
2
SHEET WHERE SECTION IS SHOWN
/r -PIPE SIZE
8"S -UTILITY:
W -WATER S -SEWER
G -GAS D -DRAIN
LO
LO
T_
CD
00
C4
00
c; .
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r14 ry
< M
m
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366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
NIGIJ RIVER STREET
SEE SHEET 7
10
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coil C)
PHASE 2 C11
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NIGU RIVER STREET
SEE SHEET 7
WIEW 00mum' R I V E Hmm' WvW A Y
(STA. 8+47.19 C.L. TO STA. 10+00.00 C.L.)
SCALE 1 50' HORIZONTAL
SCALE: 1 = 5' VERTICAL
9+00 10+00
CONSTRUCTION NOTES:
REMOVE CAP & CONNECT TO EXISTING SEWER.
CONTRACTOR TO VERIFY LOCATION AND INVERT
OF EXISTING SEWER PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
STUB & PLUG SEWER/STORM DRAIN LINE.
CONTRACTOR TO HAVE A LICENSED SURVEYOR
VERIFY LOCATION & INVERT ELEVATION OF
SEWER/STORM DRAIN STUB PRIOR TO BACKFILL.
CONSTRUCT WATER MAIN CROSSING UNDER
STORM DRAIN MAIN (SEE WATER SECTION
DETAIL ON COVER SHEET).
Jbb
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
%JIV
11+00
Know what's below.
Call before you dig.
IN
TAI I
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INSTA-L
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9+00 10+00
CONSTRUCTION NOTES:
REMOVE CAP & CONNECT TO EXISTING SEWER.
CONTRACTOR TO VERIFY LOCATION AND INVERT
OF EXISTING SEWER PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
STUB & PLUG SEWER/STORM DRAIN LINE.
CONTRACTOR TO HAVE A LICENSED SURVEYOR
VERIFY LOCATION & INVERT ELEVATION OF
SEWER/STORM DRAIN STUB PRIOR TO BACKFILL.
CONSTRUCT WATER MAIN CROSSING UNDER
STORM DRAIN MAIN (SEE WATER SECTION
DETAIL ON COVER SHEET).
Jbb
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
%JIV
11+00
Know what's below.
Call before you dig.
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
:z
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V) SEE SHEET 6 c) re
F-:
C) Uj _j F_: F_ 00
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CN r10
8"W
v
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8"W ------
N
R/W EX. 8"S
R/W F-:
(SEE TR 7044
50 V)
CD C) c)
C) C) CD CD C) C> CD C) C)
C1 _j
00 CF)
SEWER PLANS) c) 1': 0
C> CD Lri 0j
0i 0i
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c3i m ci
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3:: In
ix 2
6AJ 00 23 22 21 20 19 18 17 c:> 14
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+
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48 CL
IL 4Q
ARGI RIVER AVENUE
SEE SHEET 4 N I (Ajpp& U mH11& IV E R STvH%EET
(STA. 13+50.00 C.L. TO STA. 15+65.50 C.L.)
SCALE: 1" 50' HORIZONTAL
SCA E.- 1 = 5' VERTICA
14mvv 101ruv
LINE TABLE
1 v1rvv 1 1"rvv
LINE
LEGEND:
48'0 IN 8"S
283.87'
_ICD
-1 +00 -s -a
CD
r10
6
9.68
3 L1 13
CD
-16+0
14+U N00048 U9 _L 15+00
Ln L9 1 +00
0�4 P0 18"D L8 NOO"48'09"E 36��.53p
CN r10
8"W
v
J- "W
8"W ------
N
R/W EX. 8"S
R/W F-:
(SEE TR 7044
50 V)
CD C) c)
C) C) CD CD C) C> CD C) C)
C1 _j
00 CF)
SEWER PLANS) c) 1': 0
C> CD Lri 0j
0i 0i
I I I I C3
c3i m ci
rn LO re) po to
3:: In
ix 2
6AJ 00 23 22 21 20 19 18 17 c:> 14
_j uj ui 16 co
m CD co
C3 15
LIJ ui
Uj Uj ui ui V) Uj
Lj LJ
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1411M I -
11_ cm CD C%4 0i Pei M
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+
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V_
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�30' F (n V) V) F-
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48 CL
IL 4Q
ARGI RIVER AVENUE
SEE SHEET 4 N I (Ajpp& U mH11& IV E R STvH%EET
(STA. 13+50.00 C.L. TO STA. 15+65.50 C.L.)
SCALE: 1" 50' HORIZONTAL
SCA E.- 1 = 5' VERTICA
W_
0 M. 363 212
TAM
S_
m
N
0
0
Z-Vlrvv
Z 1 Irvu
PROPOSED CURB
PROPOSED WATER PER SEPARATE PLANS
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
CONSTRUCT SEWER PER CITY STANDARDS
CONSTRUCT SEWER MANHOLE
TYPE "A"' PER C.O.B. STD. SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
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.
Jvv Jul -
358 360
356 358
354 356
352 354
350 352
348 350
346 348
344 346
342 344
340 342
338 340
336 338
334 336
332 334
330 332
328 330
326 328
324 326
322 324
"MA lzr)f)
14mvv 101ruv
LINE TABLE
1 v1rvv 1 1"rvv
LINE
LEGEND:
BEARING
500.00"
ABBREVIATIONS
W0%
18"
VIA I I
,WALL
RG%J-RCP
A .? _p
I/J.+4
A A I r-
Lr
0 0.25%
J-% r -
Ur
INV.
INVERT
FL
FLOWLINE
DMH
STORM DRAIN MANHOLE
S/W
SIDEWALK
CB
CATCH BASIN
Ex.
EXISTING
SMH
SEWER MANHOLE
ELEV.
ELEVATION
SCO
SEWER CLEANOUT
P/L
PROPERTY LINE
L.S.
LANDSCAPING AREA
R/W
RIGHT OF WAY
C.O.B.
CITY OF BAKERSFIELD
T.O.M.
TOP OF MANHOLE
STA.
STATION
T.O.C.
TOP OF CLEANOUT
TEMP.
TEMPORARY
STD.
STANDARD
RAD.
RADIAN
CWS
CITY WATER SERVICE
L1 0
N
PHASE BOUNDARY
E
100.00'
PROPERTY
LINE / RIGHT-OF-WAY
00*48'09"
E
TRACT BOUNDARY
CENTERLINE
H
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Uj
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INV.
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INSTALL 100.00
L_
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8"
:)VC S,:-'WER
90.25%
INSTALL
283.8Z
LF Of,
8" PVC
SEINER @
0. 95%
-7
If
6 PVC SE*R
@
1.00%
4 A a I%^ 4C a ^1% 4 0% 1%1% 4 -7 1%1% 4 Ift At% 4 1% At% I%^ A4 ^1% An
W_
0 M. 363 212
TAM
S_
m
N
0
0
Z-Vlrvv
Z 1 Irvu
PROPOSED CURB
PROPOSED WATER PER SEPARATE PLANS
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
CONSTRUCT SEWER PER CITY STANDARDS
CONSTRUCT SEWER MANHOLE
TYPE "A"' PER C.O.B. STD. SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
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.
Jvv Jul -
358 360
356 358
354 356
352 354
350 352
348 350
346 348
344 346
342 344
340 342
338 340
336 338
334 336
332 334
330 332
328 330
326 328
324 326
322 324
"MA lzr)f)
14mvv 101ruv
LINE TABLE
1 v1rvv 1 1"rvv
LINE
LEGEND:
BEARING
500.00"
ABBREVIATIONS
L1
C.L.
CENTERLINE
C&G
CURB & GUTTER
INV.
INVERT
FL
FLOWLINE
DMH
STORM DRAIN MANHOLE
S/W
SIDEWALK
CB
CATCH BASIN
Ex.
EXISTING
SMH
SEWER MANHOLE
ELEV.
ELEVATION
SCO
SEWER CLEANOUT
P/L
PROPERTY LINE
L.S.
LANDSCAPING AREA
R/W
RIGHT OF WAY
C.O.B.
CITY OF BAKERSFIELD
T.O.M.
TOP OF MANHOLE
STA.
STATION
T.O.C.
TOP OF CLEANOUT
TEMP.
TEMPORARY
STD.
STANDARD
RAD.
RADIAN
CWS
CITY WATER SERVICE
L1 0
N
PHASE BOUNDARY
E
100.00'
PROPERTY
LINE / RIGHT-OF-WAY
00*48'09"
E
TRACT BOUNDARY
CENTERLINE
W_
0 M. 363 212
TAM
S_
m
N
0
0
Z-Vlrvv
Z 1 Irvu
PROPOSED CURB
PROPOSED WATER PER SEPARATE PLANS
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
CONSTRUCT SEWER PER CITY STANDARDS
CONSTRUCT SEWER MANHOLE
TYPE "A"' PER C.O.B. STD. SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
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.
Jvv Jul -
358 360
356 358
354 356
352 354
350 352
348 350
346 348
344 346
342 344
340 342
338 340
336 338
334 336
332 334
330 332
328 330
326 328
324 326
322 324
"MA lzr)f)
CURVE TABLE
CURVE
LINE TABLE
LENGTH
LINE
DELTA
BEARING
500.00"
DISTANCE
L1
N
89"58'33"
W
36.93'
L2
N
00048'09"
E
115.08'
L3
S
69*12'24"
E
51.18 9
L4
N
28"46'49"
W
45.20'
L5
S
48"41'15"
W
48.14'
L6
N
89"5833"
W
7.07 1
L7
N
00*48'09"
E
141.27 1
L8
N
00*48'09"
E
173.44'
L9
N
00048'09"
E
151.27 1
L1 0
N
00*48'09"
E
100.00'
Ll 1
N
00*48'09"
E
119.98 $
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
@
500.00"
72.83'
36.48'
8*20'45"
�1 M I -
318 SECTION
SCALE: 1 " = 50' HORIZONTAL
316 SCALE.- 1 $$ = V VERTICAL
I./--rvv
NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "All
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
UNLESS OTHERWISE NOTED.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED.
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
UNLESS OTHERWISE NOTED.
SECTION DESIGNATION. -
SECTION LETTER
2
SHEET WHERE SECTION IS SHOWN
//--PIPE SIZE
8"S -UTILITY:
W -WATER S -SEWER
G -GAS D -DRAIN
MCCUTCHEN ROAD
PHASE 1 9 C)
in _j __j
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Ily-
MCCUTCHEN ROAD a m MCCLOUD RIVER AVENUE
362
360 358
358 356
356 354
354 352
352 350
350 348
348 346
346 344
344 342
342 340
340 338
338 336
336 334
334 332
332 330
330 328
328 326
326 324
324 322
lznn *Zf)f%
IVIIIIIIAM ni v EXI vvt% v SEE SHEET 6
(STA. 10+00.00 C.L. TO STA. 13+19.72 C.L.)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1 5' VERTICAL
IKIqTAI 1 1 it; nR i F nF
36.93
LF 0
7.07
LF OF
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@
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318 SECTION
SCALE: 1 " = 50' HORIZONTAL
316 SCALE.- 1 $$ = V VERTICAL
I./--rvv
NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "All
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
2
SHEET WHERE SECTION IS SHOWN
//--PIPE SIZE
8"S -UTILITY:
W -WATER S -SEWER
G -GAS D -DRAIN
MCCUTCHEN ROAD
PHASE 1 9 C)
in _j __j
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Ily-
MCCUTCHEN ROAD a m MCCLOUD RIVER AVENUE
362
360 358
358 356
356 354
354 352
352 350
350 348
348 346
346 344
344 342
342 340
340 338
338 336
336 334
334 332
332 330
330 328
328 326
326 324
324 322
lznn *Zf)f%
IVIIIIIIAM ni v EXI vvt% v SEE SHEET 6
(STA. 10+00.00 C.L. TO STA. 13+19.72 C.L.)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1 5' VERTICAL
IKIqTAI 1 1 it; nR i F nF
10+00
11+00
12+00
CONSTRUCTION NOTES -,-
D 1 REMOVE CAP & CONNECT TO EXISTING SEWER.
CONTRACTOR TO VERIFY LOCATION AND INVERT
OF EXISTING SEWER PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
STUB & PLUG SEWER/STORM DRAIN LINE.
CONTRACTOR TO HAVE A LICENSED SURVEYOR
VERIFY LOCATION & INVERT ELEVATION OF
SEWER/STORM DRAIN STUB PRIOR JO BACKFILL.
CONSTRUCT WATER MAIN CROSSING UNDER
STORM DRAIN MAIN (SEE WATER SECTION
DETAIL ON COVER SHEET).
CONSTRUCT TEMPORARY CMP RISER FOR
SURFACE DRAINAGE OF PHASE 1 AND REMOVE
AND CONSTURCT MANHOLE WITH PHASE 2.
SEE RISER DETAIL ON SHEET 193".
aod
356
354
352
350
348
346
344
342
338
336
334
332
330
328
326
324
322
320
13+00
Z
SCALE: 1 50'
50' 25' 02 50" 1 00t
7=
Know what's below.
Call befoie you dig.
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@
-0.21r5%
C)
to I.Li Z
60 LU
- -
^00 00
co 00
>:
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Lq Lq
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00 00 00
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MADE-
<
0
IN
V. 18"D
Ld
of
z
2_'
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c3i
01
INV. EX.
8"S
�Jtt 1K
S�WER �LANS)
/U**
10+00
11+00
12+00
CONSTRUCTION NOTES -,-
D 1 REMOVE CAP & CONNECT TO EXISTING SEWER.
CONTRACTOR TO VERIFY LOCATION AND INVERT
OF EXISTING SEWER PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
STUB & PLUG SEWER/STORM DRAIN LINE.
CONTRACTOR TO HAVE A LICENSED SURVEYOR
VERIFY LOCATION & INVERT ELEVATION OF
SEWER/STORM DRAIN STUB PRIOR JO BACKFILL.
CONSTRUCT WATER MAIN CROSSING UNDER
STORM DRAIN MAIN (SEE WATER SECTION
DETAIL ON COVER SHEET).
CONSTRUCT TEMPORARY CMP RISER FOR
SURFACE DRAINAGE OF PHASE 1 AND REMOVE
AND CONSTURCT MANHOLE WITH PHASE 2.
SEE RISER DETAIL ON SHEET 193".
aod
356
354
352
350
348
346
344
342
338
336
334
332
330
328
326
324
322
320
13+00
Z
SCALE: 1 50'
50' 25' 02 50" 1 00t
7=
Know what's below.
Call befoie you dig.
McCLOUD RIVER AVENUE HUSLIA RIVER AVENUE ARGI RIVER AVENUE ARNO RIVER LANE
SEE SHEET 6 SEE SHEET 5 SEE SHEET 4 SEE SHEET 5
J0
44 1 43 1 42 1 41
Uj
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01- 17 - -1 - _D 00 -16+00 17+ C'**" 2. -oh-24"D 494.83'
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c J 8 359.59 (L4
- - ----- CONSTRUCTED
1:7:7
F- WITH PHASE 1
F I F-
F_
Q:
V- 10 1 Q:� 1 11 ry F_
Q0 R/W W F-: 128.65$w c)
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PO I 0i
LO I " m (71 +
C'4 I" C14 C" C) a: Ui
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w 21 w 22 1 C-4 C%4 Ui UJ ui .14-
24 c%q
LIJ 20 w 23 25 Q� 26 w 27 -,3:: 1 U
LIJ Uj LIJ LIJ 3:: 29 0:: 30 a-- 31 cr- 32 ro
LIJ 2 8 i uj 33 c):f 34 UJ W I co
18 U i Q 13!:1 1 Uj V) 3: Z__ W of 35 - Lu!�"(n r^ 1r; *1
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 4502254" E
71.40 1
L2
N 67*14'46" E
40.83'
L3
N 00"48'09" E
17.23
L4
N 00*48'09" E
87.22
V) L.Aj
V) V) LIJ Uj uj W U j �j
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cn C) 61 V) (n pri pej UJ
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co co I to n
co co 00 U-) U-) CO C) c) I n po re) 06 W
04
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CO
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V) + + 1114- Lo + + CD (0(0 Ul Q_ <� q: 6 6 a C5
4- r�o V,) Ui U-) 1<
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to
C) + + + 00 CC* co + + 00 n 0
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+ + V_
CL U') L0 (0 W + c) (y) a) + V)
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SCALE:
(n V) -F- Ice < m << V) i M
V) V) V) V)!*-. L Lv)cnv)� 50'
cn <
V) V) V) W WIWW W V) -F- F --V) F- F-
M V) V)_ cn V) V) V) =�01 F v) 0 U vi- 50 30 25" 0$ 50" 100
CUYAMA RIVER STOK"'EET PHASES 1 & 2 WILL
(STA. 10+00.00 C. L. TO STA. 20+72.00 C.L.) NOT BE CONSTRUCTED
SCALE: 1 = 50' HORIZONTAL SIMULTANEOUSLY.
4Z(%Al C7- 1" - W k/f7C)TIPAl
10+00 LEGEND: 11+00 12+00
ABBREVIATIONS
C.L.
CENTERLINE
C&G
INs,rALL
2-80.03
INVERT
LF 0:*
18"
RGJ-RCP
@
-0.2115%
SIDEWALK
IN.`3*TALL
CATCH BASIN
280.00
LF
OF 18
RGJ--RCP
ELEV.
@ -0.125%
SCO
SEWER CLEANOUT
P/L
PROPERTY LINE
L.S.
LANDSCAPING AREA
R/W
INSTALL
49C83
LF
OF
24" Ri'j*'J-R0P
STA.
@
T.O.C.
TOP OF CLEANOUT
TEMP.
TEMPORARY
STD.
STANDARD
RAD.
RADIAN
CWS
CITY WATER SERVICE
. ..... .
PHASE BOUNDARY
CONTRACTOR TO HAVE A LICENSED SURVEYOR
PROPERTY
LINE / RIGHT-OF-WAY
VERIFY LOCATION & INVERT ELEVATION OF
TRACT BOUNDARY
SEWER/STORM DRAIN STUB PRIOR TO BACKFILL.
CONSTRUCT WATER MAIN CROSSING UNDER
2
STORM DRAIN MAIN (SEE WATER SECTION
SHEET WHERE SECTION IS SHOWN
DETAIL ON COVER SHEET).
SIN
C)
Z5
L6 -
00
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LF
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PVC
SE9
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(n
r- - _j __j
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INSTALL
280.00
LF
OF
8" PVC'
SEWER
@ 0.35%
INSTA
L 35c%1.59 LF
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PVC
SEWER
@ 0.35%
_._j _.j
@
1.00% (n
A
cn Gi
M
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771-
10+00 LEGEND: 11+00 12+00
ABBREVIATIONS
C.L.
CENTERLINE
C&G
CURB & GUTTER
INV.
INVERT
FL
FLOWLINE
DMH
STORM DRAIN MANHOLE
S/W
SIDEWALK
CB
CATCH BASIN
Ex.
EXISTING
SMH
SEWER MANHOLE
ELEV.
ELEVATION
SCO
SEWER CLEANOUT
P/L
PROPERTY LINE
L.S.
LANDSCAPING AREA
R/W
RIGHT OF WAY
C.O.B.
CITY OF BAKERSFIELD
T.O.M.
TOP OF MANHOLE
STA.
STATION
T.O.C.
TOP OF CLEANOUT
TEMP.
TEMPORARY
STD.
STANDARD
RAD.
RADIAN
CWS
CITY WATER SERVICE
. ..... .
PHASE BOUNDARY
CONTRACTOR TO HAVE A LICENSED SURVEYOR
PROPERTY
LINE / RIGHT-OF-WAY
VERIFY LOCATION & INVERT ELEVATION OF
TRACT BOUNDARY
CENTERLINE
W
T"O.M. 3_63-22
S
m
N
N
15+00 16+00
PROPOSED WATER PER SEPARATE PLANS
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
CONSTRUCT SEWER PER CITY STANDARDS
CONSTRUCT SEWER MANHOLE
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
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.
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360
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3 0
3
346
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APPR
3 8
qR
334
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INV1
328
UqTAI I
SECTION
SCALE: 1 It = 50' HORIZONTAL
SCALE: 1 $$ = 5' VERTICAL
17+00
18+00 19+00 L \�_j . 20+00
21+00
INSTALL 17.23 LF OF
6" PVC
SEWER @ 1.00%
NOTES 1)
ALL CATCH BASINS ARE TO BE TYPE "All
CONSTRUCTION
NOTES:
WITH 3.5' OPENINGS PER C.O,.B. STD. D-14
UNLESS OTHERWISE NOTED.
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
REMOVE CAP & CONNECT TO EXISTING SEWER.
UNLESS OTHERWISE NOTED.
CONTRACTOR TO VERIFY LOCATION AND INVERT
OF EXISTING SEWER PRIOR TO CONSTRUCTION
3)
ALL SEWER LATERALS SHALL BE 4"' IN SIZE,
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
UNLESS OTHERWISE NOTED.
STUB & PLUG SEWER/STORM DRAIN LINE.
SECTION DESIGNATION.-
CONTRACTOR TO HAVE A LICENSED SURVEYOR
VERIFY LOCATION & INVERT ELEVATION OF
SECTION LETTER
SEWER/STORM DRAIN STUB PRIOR TO BACKFILL.
CONSTRUCT WATER MAIN CROSSING UNDER
2
STORM DRAIN MAIN (SEE WATER SECTION
SHEET WHERE SECTION IS SHOWN
DETAIL ON COVER SHEET).
SIN
SECTION
SCALE: 1 It = 50' HORIZONTAL
SCALE: 1 $$ = 5' VERTICAL
17+00
18+00 19+00 L \�_j . 20+00
21+00
INSTALL 17.23 LF OF
6" PVC
SEWER @ 1.00%
NOTES 1)
ALL CATCH BASINS ARE TO BE TYPE "All
CONSTRUCTION
NOTES:
WITH 3.5' OPENINGS PER C.O,.B. STD. D-14
UNLESS OTHERWISE NOTED.
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
REMOVE CAP & CONNECT TO EXISTING SEWER.
UNLESS OTHERWISE NOTED.
CONTRACTOR TO VERIFY LOCATION AND INVERT
OF EXISTING SEWER PRIOR TO CONSTRUCTION
3)
ALL SEWER LATERALS SHALL BE 4"' IN SIZE,
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
UNLESS OTHERWISE NOTED.
STUB & PLUG SEWER/STORM DRAIN LINE.
SECTION DESIGNATION.-
CONTRACTOR TO HAVE A LICENSED SURVEYOR
VERIFY LOCATION & INVERT ELEVATION OF
SECTION LETTER
SEWER/STORM DRAIN STUB PRIOR TO BACKFILL.
CONSTRUCT WATER MAIN CROSSING UNDER
2
STORM DRAIN MAIN (SEE WATER SECTION
SHEET WHERE SECTION IS SHOWN
DETAIL ON COVER SHEET).
PIPE SIZE CONSTRUCT TEMPORARY CMP RISER FOR
SURFACE DRAINAGE OF PHASE 1 AND REMOVE
AND CONSTURCT MANHOLE WITH PHASE 2.
8"S -UTILITY: SEE RISER DETAIL ON SHEET OP321.
W -WATER S -SEWER
G -GAS D -DRAIN
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32266
Know what's below.
Cal I before you dig.