HomeMy WebLinkAbout1.2-6531 Ph 1 & 2 RevisionSUMMARY OF IMPROVEMENTS—
UNIT ONE:
4' SEWER MAIN
5,593 LF.
6' SEWER MAIN
2.631 LF.
8" SEWER MAIN
2,721 LF.
MANHOLE (6'-8')
21 EA
MANHOLE (9'-12')
3 EA.
CLEAN OUT
7 EA.
SNB & PLUG
1 EA.
CATCH BASINS (35)
4 EA.
18" STORM DRAIN PIPE
885 LF.
MANHOLES
4 EA.
SUMMARY OF IMPROVEMENTS—
UNIT TWO:
4" SEWER MAIN 5,222 L.F.
6' SEWER MAIN 1,659 L.F.
8" SEWER MAIN 2,790 L.F.
MANHOLE (6'-8') 12 EA.
CLEAN OUT 7 EA.
STUB & PLUG 2 EA. _
MANHOLES .8-Efl•. 11 Ea.. //j
SHT. NO.
SHEET DESCRIPTION
1.
TITLE SHEET
2.
NOTE SHEET
3.
MOONWOOD WAY
4.
SYCAMORE WOOD LANE
5.
HAWTHORN TREE LANE
6.
WILD OLIVE COURT
7.
CHESTNUT WOOD DRIVE
8.
FIRE OPAL DRIVE
9.
PAPER BIRCH LANE
10.
EMPRESS TREE DRIVE
11.
ABELIA WOOD WAY
12,
GLEN ROSE AVENUE
13.
BAGUETTE AVENUE
14,
BAYBERRY TREE WAY
15.
CARROTWOOD AVENUE
16.
TULIP TREE WAY
17.
OCEAN JASPER DRIVE
18.
OCEAN JASPER DRIVE
19.
STAR MAGNOLIA WAY
20.
BLUE SPRUCE AVENUE
21.
MOUNTAIN RIDGE DRIVE
22
MOUNTAIN RIDGE DRIVE
LEGAL DESCRIPTION
L PANAMA LANE
I TY
(s OF
SAKERSFIELD
NOTE : UNITS 1 - 2 SEWER AND STORM DRAIN
TO BE CONSTRUCTED SIMULTANEOUSLY
1.) UNIT ONE AND SUMP
2.) UNIT TWO AND SUMP
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i
l:bBE'R1" E. 51AUt}F DP�
RC -E• 35A'13
JIM M
R,c•E•
BEING LOT 9 OF P.M.W. #04-0357 AS PER THAT
CERTAIN CERTIFICATE OF COMPLIANCE RECORDED
DECEMBER 14, 2004 AS DOC. #0204307843, O.R.
IN THE OFFICE OF THE KERN COUNTY RECORDER.
ALSO BEING A PORTION OF THE N.E. 1/4 OF SEC.
27, 30/27, M.D.M. IN THE CITY OF BAKERSFIELD,
COUNTY OF KERN, STATE OF CALIFORNIA.
02/15/07
Drawing File: FSEW6531
ADDED SfDRM DRAINI TP STAR HAeNOUA
fi TD W6TA• LAT. Pvru60EF$EGTS
N.E. COR ENCASEMENT CL MON 25 +/— S.
OF N. 1/4 CL PANAMA AND GOLDEN GATE
IN CTR OF PAVED LANES
ELEV. 358.13
U.S.G.S. DATUM
NAVD83
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLERECORDS. TO THE BEST
OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS
DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH
INFORMATION OR DATA
UNDERGROUND SERVICE ALERT SHAD. BE CONTACTED TWO WORKING DAYS PRIOR TO CONST-
RUCTION. 1-800-227-2600
ENGINEER'S STATMENT;
I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA,
AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI-
SORY 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, STAN-
DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
ROBERT E. SMITH RCE 35473 DATE
EXP. 9-30-07
BENCH MARK USED:
BRASS DISC 37" N. OF CL HWY 119,
21' E. OF CL SHINE ROAD
ELEV. 347.77
U.S.G.S. DATUM
NAVD83
NOTE: SEE SHEET TWO FOR ALL NOTES
FIRE OPAL
SCALE: 1 1" - 200'
1
VICINITY MAP
N.T.S.
51 50 49 l q8 47 46 45 44
27
30 29 28 14 i3 12
EXM 43
EE SHEET AY #
MOONWJC9 WAY 42 31 26 15 0 ,
62 53 H4 55 56 57 58 w al 32 x 25 16 10
g
40 33 — 24 17 9
ss "
93 92 39 34 a 0 23 18 ^_ 8
91 60
38 350 22 19 h" 7
IVE
E SHEET 8 90 61 3] 36 21 20 vwig 6
94 62 H 2 HAWTHORN TREE MH LANE 5
aZgE 69 E SHEET 5
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95
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116 ill 118 119 120 121 122 123 124 125 126 127 128 129 130 13.1_ 1�2 133 3} 135
U IT ONE U /VV&1N
PANAMA
LANE
65 66
MH
67 68
32 C0i15
UNIT
84
TTM 6531
132 133
134 135 136 137 138 139 140 !41
142
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6 7
8
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129 128 127 126 125
20 19
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14 13 12
II 10
�—
W
OUTLET S7RUCIURE PER COB S7D D-11
McCUTCHEN
ROAD
ISTANT PUBLIC WORKS DIRECTOR
9
DRAINAGE BASIN PER COB STD D-11
VICINITY MAP
N.T.S.
51 50 49 l q8 47 46 45 44
27
30 29 28 14 i3 12
EXM 43
EE SHEET AY #
MOONWJC9 WAY 42 31 26 15 0 ,
62 53 H4 55 56 57 58 w al 32 x 25 16 10
g
40 33 — 24 17 9
ss "
93 92 39 34 a 0 23 18 ^_ 8
91 60
38 350 22 19 h" 7
IVE
E SHEET 8 90 61 3] 36 21 20 vwig 6
94 62 H 2 HAWTHORN TREE MH LANE 5
aZgE 69 E SHEET 5
a m F1
95
m w 88 63 64 65 66 67 68 69 70 71 72 3 wl
wLE
96 ¢w wl
97 87 86 85 84 83 82 81 80 79 78 77 76 75 74 73 w
98 - DRIW IN r4
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100 101 102 103 1CM1 105 106 o ti 147 148 140 150 151 152 153 154 155 156 IS]
ow
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VS 114 113 112 111 110 109 108 107 ¢ 146 145 144 143 142 I41 140 139 138 137 136
w
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— — — — — — SEE SHEET 12 MH 15 MH 16 C0A9
z
116 ill 118 119 120 121 122 123 124 125 126 127 128 129 130 13.1_ 1�2 133 3} 135
U IT ONE U /VV&1N
100 � 99 1 95 1 97 1 96 1 95 1 94 1 93 Q 92 1_ ;1 5H �_57 1 56 1 55 1 54 1 53 1 52 1 51 1 50 1 49
�
as
UNIT
60 fit 62 fi3 fi4
SP LICE MH 31 AWNU .JI—
65 66
MH
67 68
32 C0i15
UNIT
84
83 82 81 80 79 ]8 77
132 133
134 135 136 137 138 139 140 !41
142
1 2
3 4 5
6 7
8
+
TYR
SEHER MAIN & MANHOLE TYPE 'A" PER COB STD
SW -4
—
HZ"i`�`BAGUERE
NUE
—
MH#19
MH420
C0f16
W/RGJ CL III & MANHOLE TYPE "A" PER COB S7D SW -4
>I
Alm Wax
SEWER MAIN & CLEANOUT PER COB STD SW -6
J
RE1flEWED
131 IN
129 128 127 126 125
20 19
18 17
16 15
14 13 12
II 10
�—
W
OUTLET S7RUCIURE PER COB S7D D-11
ISTANT PUBLIC WORKS DIRECTOR
9
DRAINAGE BASIN PER COB STD D-11
Pr RADIAL TO CEN7ERLINE STA. — AS N07ED
�oeaCe£ssio{
132
N &5473
/IS �kicr7R.b�s7t(/ APPROVED BY:
NOTE
w
121 122 123 124
21 22
23 24
25 28
9 28 29
30 39
32
131
RIGHT
OF WAY LINE, ENSUREE 2.25' MINIMUM COVER AT
120 CO II H121 MH 22
— _LA ROT_
MH 23 AWN E
MH924
130
_ 4'"
CITY OF BAKERSFIELD
129
119 116 117 116 115 114
113
j
112 3
W 39
M 37 36
JS 34
33
128
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101 102
103 104 105 106 107 10B 109
110
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43 44 45
46 47
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60 fit 62 fi3 fi4
SP LICE MH 31 AWNU .JI—
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72 71
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TYR
SEHER MAIN & MANHOLE TYPE 'A" PER COB STD
SW -4
TYR
TYPE "A" CATCH BASIN PER COB S7D-14
BERKSHIRE ROADwGz,.�
-0-
RCP
W/RGJ CL III & MANHOLE TYPE "A" PER COB S7D SW -4
Alm Wax
No. 35473
9/30/07
LEGEND
STD.
CITY MONUMENT ENCASEMENT PER COB STD ST -13
®
(TO BE CONST. OR EXISTS AS NOTED)
+
TYR
SEHER MAIN & MANHOLE TYPE 'A" PER COB STD
SW -4
TYR
TYPE "A" CATCH BASIN PER COB S7D-14
-0-
RCP
W/RGJ CL III & MANHOLE TYPE "A" PER COB S7D SW -4
T1R
SEWER MAIN & CLEANOUT PER COB STD SW -6
J
RE1flEWED
0
�—
STD.
OUTLET S7RUCIURE PER COB S7D D-11
ISTANT PUBLIC WORKS DIRECTOR
S7D.
DRAINAGE BASIN PER COB STD D-11
Pr RADIAL TO CEN7ERLINE STA. — AS N07ED
�oeaCe£ssio{
N &5473
/IS �kicr7R.b�s7t(/ APPROVED BY:
NOTE
SEWER
LATERAL LOCATION EXTEND AT LEAST 4' BEYOND
cw ,, i4
*
LIoaA4aTlva °tiLY
RAUL M. ROJAS RCE 39880 EXP. 12-31-07
RIGHT
OF WAY LINE, ENSUREE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
; ar. c1v1t ��
°°r.culfae
C� -+ I*N_ e°
PUBLIC WORKS DIRECTOR
_ 4'"
CITY OF BAKERSFIELD
No. 35473
9/30/07
SEWER NOTES:
SEC. 1.3.1 CLEANING:
PRIOR TO THE ACCEPTANCE OF ANY SEWER UNE BY THE CITY, THE
CONTRACTOR SHALL CLEAN ALL LINES WITH A WAYNE-TYPE SEWER CLEANING
BALL UNDER HYDROSTATIC PRESSURE. ANY STOPPAGE, DIRT OR FOREIGN
MATTER SHALL BE REMOVED FROM THE LINES. ALL CLEANING AND TESTING
OF SEWER LINES SHALL TAKE PLACE AFTER ALL CONSTRUCTION WORK IS
COMPLETED, UP TO BUT NOT INCLUDING THE FINAL PAVING. THE SYSTEM
WILL BE INSPECTED AFTER FINAL PAVING IS COMPLETED AND ANY DAMAGE
TO THE SYSTEM DURING FINAL PAMNG AND CLEANUP WILL BE CORRECTED
BEFORE APPROVAL
SEC. 1.3.2 TESTING:
1.3.2.1 MANDREL TEST OF ABS AND PVC PIPE.
FOLL04WNG THE PLACEMENT AND DENSIFICATION OF BACKFILL AND PRIOR
TO THE PLACING OF PERMANENT PAVEMENT, ALL MAIN LINE PIPE SHALL
BE CLEANED AND THEN MANDRELLED TO MEASURE FOR OBSTRUCTIONS
(DEFLECTIONS, JOINT OFFSETS AND LATERAL PIPE INTRUSIONS). A
RIGID MANDREL, YOUTH A CIRCULAR CROSS SECTION CERTIFIED AS HAVING
A DIAMETER CONFORMING TO THE TABLE BELOW, SHALL BE PULLED
THROUGH THE PIPE BY HAND. THE MINIMUM LENGTH OF THE CIRCULAR
PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF
THE PIPE. THE MANDREL SHALL HAVE AN ODD NUMBER OF RIBS, NUMBERING
NO LESS THAN NINE (9), SPACED EVENLY AROUND THE MANDREL.
IF PIPE DOES NOT MEET MANDREL TEST VIBRATORY MEANS OF CORRECT-
ING IS ALLOWED PROVIDED PIPE HAS NOT BEEN CRUSHED AND VIBRATORY
METHOD WILL NOT DISRUPT ADJACENT PROPERTY.
MANDREL TABLE
NOMINAL MANDREL
DIAMETER DIAMETER
6' 5.47
8' 7.27
10' 9.07
1.3.2.2 PRESSURE TEST:
PRIOR TO FINAL APPROVAL ALL SEWER LINES SHALL BE TESTED FOR
LEAKAGE BY STANDARD HYDROSTATIC OR LOW PRESSURE AIR TEST.
TESTING OF THE SEWER UNE SHALL BE CONDUCTED FROM MANHOLE TO
MANHOLE IN ACCORDANCE 'NTH THE UNIFORM PLUMBING CODE AIR TEST
METHOD (UPC SEC. 318-8(4) 1985 EDITION OR LATER EQUIVALENT)
SEC. 1.4.1 GENERAL
ALL MATERIAL THAT IS TO BECOME A PERMANENT PART OF ANY SANITARY
SEWER OR APPURTENANT STRUCTURE, SHALL CONFORM TO THE REQUIREMENTS
FOR THE PARTICULAR MATERIAL AS SET FORTH IN THESE SPECIFICATIONS.
THE CONTRACTOR SHALL SUPPLY ANY AND ALL CERTIFICATES OF
COMPLIANCE, CERTIFIED TESTS RESULTS OR SHALL PERFORM TESTS AS
REWIRED TO ASSURE THE CITY ENGINEER THAT THE MATERIAL BEING
INCORPORATED INTO THE WORK HAS MET THE REQUIREMENTS AS SPECIFIED.
REQUESTS TO USE MATERIALS NOT LISTED IN THESE STANDARDS SHALL
REQUIRE SPECIAL CONSIDERATION AND APPROVAL OF THE CITY ENGINEER.
SEC. 1.4.2 PIPE AND CONDUITS:
ALL PIPE OR CONDUITS SHALL BE OF THE SIZE, MATERIAL AND STRENGTH
AS SHOWN ON THE PLANS. ALL PIPE AND FITTINGS SHALL BE MARKED
OR STAMPED PATH THE TRADE BRAND NAME OF THE MANUFACTURER, AND
STRENGTH OR CLASS OF PIPE. ALL PIPE SHALL BE DESIGNED TO WITH-
STAND ALL INTERNAL OR EXTERNAL LOADS APPLIED. SUPPORTING STRENGTH
OF CONDUITS AS INSTALLED TO SAFELY CARRY IMPOSED GRAVITY LOADS AND
SUPERIMPOSED LOADS (INCLUDING A SUITABLE FACTOR OF SAFETY) SHALL
BE DETERMINED BY USE OF MARSTON FORMULA AS PER CHAPTER IX
(STRUCTURAL REQUIREMENTS) ASCE MANUAL OF ENGINEERING PRACTICE NO.
37. ALL PIPE OR CONDUITS SHALL BE OF THE SAME MATERIALS BETWEEN
STRUCTURES
1.4.2.1 VITRIFIED CLAY PIPE (VCP)
A. MATERIALS: THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH
VITRIFIED CLAY CONFORMING TO CURRENT ASTM DESIGNATION C-700,
AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF
THE CURRENT ASTM DESIGNATION C-12.
B. JOINTS:
(1) THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A
SPIGOT END 'NTH COMPRESSION JOINTS CONFORMING NTH THE
CURRENT ASTM DESIGNATION C-425.
(2) THE PIPE AND FITTINGS FOR V. 8', 10', AND 12' SANITARY
SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS
CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425,
EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFAC-
TURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR
"MAINLINE' BANDSEAL COMPRESSION COUPLING, OR APPROVED
EQUAL, SHALL BE REWIRED.
(3) THE PIPE AND FITTINGS FOR PRIVATE SANITARY HOUSE SEWER
OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION
COUPUNG CONFORMING WITH THE CURRENT ASTM DESIGNATION
C-425, (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED).
1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC)
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF
ASTM SPECIFICATION D3034 FOR SDR35. PIPE AND FITTINGS SHALL
BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES,
FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL
BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW
PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF
JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS
APPROVED BY THE CITY OF BAKERSFIELD.
C. INSTALLATION: PIPE AND FITTING SHOULD BE INSTALLED IN
ACCORDANCE WITH ASTM D2321. ONLY CLASS 1, II, III, EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
02/15/07
Drawing File: FSE46531
1.4.2.3 ACRYLONITRILE-BUTTADIENE-STYRENE PIPE (ABS)
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF
ASTM SPECIFICATIONS D2680 AND D2751. PIPE AND FITTINGS SHALL
BE HOMOGENEOUS THROUGHOUT 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 FITTINGS ARE NOT PERMITTED.
B. JOINTS: USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF
JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE
COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN
ACCORDANCE WITH ASTM D2321. ONLY CLASS I, II, III, EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
1.4.2.4 SYSTEM TESTING
INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE NTH CHAPTER 1.3,
WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO
THE CITY OF BAKERSFIELD. 24 HOUR NOTICE SHALL BE REQUIRED FOR TEST
AND INSPECTION.
1.4.2.5 LATERALS AND STUBS:
A. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE
PROPERTY UNE AND SHALL BE 4' IN DIAMETER EXCEPT AS NOTED ON
PLANS. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED
AT PROPERTY LINE.
B. WYE FITTINGS SHALL BE 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.
C. ALL SEWER STUBS SHALL BE CLOSED 'NTH A STANDARD PLASTIC PLUG
SOLVENT WELDED.
1.4.2.6 BACKFILL, COMPACTION AND PAVEMENT PATCHES:
BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE NTH CITY OF
BAKERSFIELD STANDARD DRAWING ST -22 ALL EXISTING PAVEMENT AND
SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -6.
1.4.2.7 EXISTING FACILITIES:
ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER,
FENCING, ETC.), THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER.
SEC. 1.4.3 MANHOLES AND CLEANOUTS (LAMPHOLES): -
ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE 'NTH CITY OF
BAKERSFIELD STANDARD DRAWINGS S-7 AND S-8 AND SECTION 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 NTH CITY OF
BAKERSFIELD STANDARD DRAWING 5-20.
SEC. 1.4.4 STANDARD FOR SEPARATION OF WATER AND SEWER LINES:
1.4.4.1 WATER LINES SHALL BE LAID IN SEPARATE TRENCHES AS FAR AS POSSIBLE
FROM NEARBY SEWER LINES. A MINIMUM HORIZONTAL SEPARATION OF TEN
(10) FEET IS REWIRED.
1.4.4.2 WATER LINES SHALL BE LAID AT A HIGHER ELEVATION THAN NEARBY
SEWER LINES.
1.4.4.3 WHEN PIPELINES CROSS, THE BOTTOM OF THE WATER UNE SHALL BE AT
LEAST TWELVE (12) INCHES ABOVE THE TOP OF THE SEWER PIPE.
1.4.4.4 WHERE STEEL CASINGS OR TUNNELS ARE USED FOR THE PASSAGE OF WATER
AND SEWER LINES UNDER RAILROAD TRACKS, HIGHWAYS OR OTHER
STRUCTURES, THE SAME SHALL BE SPECIALLY DESIGNED TO EUMINATE
ANY HAZARD OF CONTAMINATION TO THE WATER SYSTEM.
STORM DRAIN NOTES:
SEC. 2.5.3 CLOSED CONDUITS:
2.5.3.1 THE MINIMUM INSIDE DIMENSION FOR A CLOSED CONDUIT SHALL BE 18
INCHES AND THE CLOSED CONDUIT SHALL BE PLACED (WHIN THE
TRAVELED WAY WHENEVER POSSIBLE.
2.5.3.2. THE ALIGNMENT OF CLOSED CONDUITS SHALL BE AS NEARLY STRAIGHT
AS PRACTICABLE. MANHOLES SHALL BE PROVIDED AT ALL JUNCTIONS,
AT INTERVALS NOT TO EXCEED 500 FEET ALONG THE CONDUIT, AND
AT ALL BENDS SHARPER THAN 15 DEGREES. BENDS OF 15 DEGREES
OR LESS MAY BE CONSTRUCTED WITH PRE -FORMED ANGLED SECTIONS
OR BY PLACING CONDUIT ALONG A CURVE USING STANDARD BEVELED
PIPE.
2.5.3.3. CLOSED CONDUITS, INCLUDING NON -REINFORCED AND CAST -IN-PLACE
CONCRETE PIPE, SHALL BE STRUCTURALLY DESIGNED TO WITHSTAND
EARTH AND SURCHARGE LOADS NORMALLY ANTICIPATED. THE CLEARANCE
BETWEEN TOP OF PIPE AND GROUND SHALL BE SUFFICIENT TO PREVENT
DISPLACEMENT OF, OR DAMAGE TO, THE CONDUIT BY ALL LOADING
AND LAND USES. A MINIMUM OF 2 FEET OF COVER WILL BE REQUIRED
IN ALL CASES THE COVER REWIRED WITHIN ROAD RIGHTS OF WAY
SHALL BE TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION
OF THE ROAD. A MINIMUM OF CLASS III REINFORCED CONCRETE PIPE
OR EQUIVALENT NON -REINFORCED PIPE SHALL BE USED IN ALL
TRAVELED WAYS. RUBBER GASKETED PIPE, CAPABLE OF SUSTAINING 10
FEET OF HEAD ABOVE GUTTER FLOWUNE, SHALL BE INSTALLED AT ALL
SIPHON LOCATIONS, UNDER SIDEWALKS AND FOR ALL JOINTS WHERE PIPE
FLOWUNE IS BELOW HYDRAUUC GRADE ELEVATION AT THE OUTLET.
2.5.3.4. CONDUITS SHALL BE DESIGNED TO HAVE A MINIMUM USEFUL LIFE OF
50 YEARS. CAST -IN-PLACE CONCRETE PIPE, ASBESTOS CEMENT PIPE,
NON -REINFORCED CONCRETE PIPE AND REINFORCED CONCRETE PIPE
CONFORMING TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS, CURRENT EDITION, WILL BE ACCEPTABLE IN
CLOSED CONDUIT SYSTEMS.
POLYETHYLENE (PE) LARGE DIAMETER PROFILE WALL PIPE CONFORMING
TO ASTM F894 ON POLYVINYLCHLORIDE (PVC) LARGE DIAMETER PROFILE
WALL PIPE CONFORMING TO ASTM F794 WILL BE ACCEPTABLE IN CLOSED
CONDUIT SYSTEMS. INSTALLATION OF PE AND PVC PIPE SHALL BE IN
ACCORDANCE PATH ASTM 02321. ONLY CLASS 1.11 AND III EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
2.5.3.5. METAL CONDUIT WILL NOT BE ACCEPTABLE IN CLOSED CONDUIT SYSTEMS.
OUTLETS INTO THE KERN RIVER SHALL BE FURNISHED WITH FLAP GATES
OR ACCEPTABLE SUBSTITUTE TO PREVENT BACKFLOW.
CITY OF
BAKERSFIELD
TRACT No. 6531 UNITS 1-2
CONSTRUCTION PLANS
SEWER AND STORM DRAIN
PLANS AND PROFILES
1. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE
ENGINEER AND SHALL BE PROVIDED BY THE DEVELOPER. NUMBER
AND LOCATION OF COMPACTION TESTS SHALL BE DETERMINED BY
THE CITY ENGINEER OR HIS AUTHORIZED AGENT.
2. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL
COMPACTION FOR FLEXIBLE PIPE.
3. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY
CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN
24 HOURS NOTICE. 326-3049
4. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING
DAYS PRIOR TO CONSTRUCTION. (1-800-227-2600)
5. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN
EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A
SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S
ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND
INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF
A PERMIT.
6. 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
MEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED.
THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITYS CONSTRUC-
TION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE 'CHAIN OF CUS-
TODY' FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY
PIPELINE 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 STATION-
ING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE
INSPECTION SHALL BE PROVIDED FOR MEWING, AND SHALL BE APPROVED
BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE,
THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY.
7. CLASS 1 BEDDING AND EMBANKMENT IS REWIRED FOR ALL PLASTIC
SEWER PIPE WITHIN THE PIPE ZONE.
8. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO
CONNECTING TO EXISTING STUB. IF THE POSITIVE SLOPE DOES NOT
EXIST, REPLACE STUB TO MANHOLE.
9. ALL STORM DRAIN PIPE TO BE CL III RCP-RGJ TYPE.
10. ALL STORM DRAIN MANHOLE AND INLET IDENTIFYING NUMBERS CORRES-
POND TO THOSE SHOWN ON THE APPROVED DRAINAGE STUDY.
11. TRENCHING TO BE PER C.O.B. STD. ST -13
No. 35473
9/30/07
LINE
12' STAKE
SEM]? LATEEk
i x-14 GAUGE WRE
II PLUG
-4 4-- 4.0' MIN.
SEWER LATERAL MARKER
N.T.S.
INSTALL AT END OF ALL LATERALS
FINISH GRADE
BACKFILL COMPACTED TO 95X RELATIVE
COMPATION BETWEEN EXISTING OR FUTURE
BACK OF CURB LINES OF STREETS OR EXISTING
OR FUTURE RIGHT OF WAY UNES OF ALLEYS.
BACKFILL COMPACTED TO 90% RELATIVE
COMPACTION IN ALL OTHER AREAS.
f5
PIP OD
a a
o a
12' MAX.
BACKFILL COMPACTED TO 90%
12' MAX.
RELATIVE COMPATION
O
z
O
f5
PIP OD
05
12' MAX.
12' MAX.
6 MIN.
PIPE OR
CONDUIT
UPPER LIMIT OF PIPE ZONE SHALL BE TWELVE (12) TH
INCHES ABOVE TOP OF PIPE BELL OR E OUTSIDE
DIAMETER OF PLAIN END PIPE.
PIPE ZONE, BACKFILL COMPACTED
TO 90% RELATIVE COMPACTION
STANDARD TRENCH DETAIL ST - 22
TRENCH BACKFILL AND COMPACTION
REQUIREMENTS
N.T.S.
/, C -_6531 1-�)_
NOTE:
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DOCUMENT NUMBER 0205319353
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ROBERT E. SMITH RCE 35473 DATE
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OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
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No. 35473 �
9/30/07 y ROBERT E. SMITH RCE 35473 DATEci
w w a
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10 20 0 10
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STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13
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DETAIL°A" TYP. SEWER MAIN &MANHOLE TYPE 'A' PER COB STD SW -4
N.T.S.33'2�20' 67 8 �9 101560 20o'" + 11 12 -r TYP. TYPE "A" CATCH BASIN PER COB STD -14
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E8 � � TYP, SEWER MAIN &CLEANOUT PER CUB STD SW -6 � ' 2- �^ � STD, OUTLET STRUCTURE PER COB STD D -Il
NOTE: UNITS ONE AND TWO
TO BE coNsrnucrED SIMULTANEOUSLY. STD, DRAINAGE BASIN PER COB STD D -Il
W PT. RADIAL TO CENTERLINE STA. - AS NOTED
CffESTYUT ICOURT NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
SCALE: HORIZ. 1" = 50' RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
VERT. 1 = q"r354 p UNIT / PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
10 11 12 13 14 15 16 17 18
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� No. 35473 cn
mk 9/30/07 * ROBERT E. SMITH RCE 35473 DATE
Civil
42 93 9 2
EX. IMPROVEMENTS $ o o Rev za �~9 1 8
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STD, OUTLET STRUCTURE PER COB STD D-11
NOTE: UNITS ONE AND TWO STD, DRAINAGE BASIN PER COB STD D-11
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LEGEND
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PER BIR P 77 YE
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UNIT
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ABEIIA �OD
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L ' SEWER LATERALS (TYP)
N
226.42 LF. 8' SEVER 12 —13 4 4
26&12 LF. r SEVER—
SD-- -- ---------- —
% 24� $.D
A
T N 89'11'40' 3Z I8" .D / 18
YS.ie
SACT 63518 �°
¢^^116 M1y 117 Pn
P118 119 l 180 181 a I X188 11831841185 d n� = 86��187
3q a
5i W a m TYp
+ +o + n w y o
r 2q� v` w N •' vl a N
~ Z M F¢- Fa- f¢ -
c
'Ann
cl
H H
cy ; FQ.- O
N 89'11'40'
oN zo 0�88��189 y 1301131 H
U m �
0 3
J
108.00 LF. 8• sm /
2 f 21 //yo
' SEWER LATERALS (TYP
0138 133Law, Typ 134 135
N
~ � N 15
w
N N
d d
N V1
N.T.S.
LEGEND e-- TYR SEWER MAIN & CLEANOUT PER COB STD SW -6
NOTE., UNITS ONE AND M • STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13 :i— STD. OUTLET STRUCTURE PER COB STD D -ll
TO DE CONSTRUCTED SMULTANEOIISLY. (TO BE CONST. OR EXISTS AS NOTED)
�TTYR SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SW -4 STD. DRAINAGE BASIN PER COB STD D-11
Ull 1 6' R 0KJQlk-j' A VEYUE -r TYP. TYPE 'A' CATCH BASIN PER COB STB -14 x PT. RADIAL TO CENTERLINE STA. - AS NOTED
HO
H 0 R I Z.
1 0 =
��
S0'
NOTE SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
-0- RCP W/RGJ CL III & MANHOLE TYPE 'A' PER COB STD SW -4
RTZ
1'
=
UNIT '
RIGHT OF WAY LINE, ENSURE 225' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE,
/, ;2-65.31 I—.z
UNE
S.D. UNE TABLE
DISTANCE
L1
N 00'48'20°
E 27.00'
L2
N 58°13'50"
W 52.48'
L3
S 00'48'20°
W 15.00'
1
UNE
BEARING
DISTANCE
L1
N 00'48'20°
E 27.00'
L2
N 58°13'50"
W 52.48'
L3
S 00'48'20°
W 15.00'
I SCALE:
EX. IMPROVEMENTS
PER TRACT 6351 so
0
00
Ox'L° c.1
DIAMOND AVENUE = o
0
122
HORIZ. 1" = 50'
VERT. 1" = 4"
o f]q
i-
C4
+
6 8
Z5
N
10 11 12
356 --
PROPOSED' FINISH%
354-G(�ADE ROVE -PIP - PROPOSED FINISH -
---- -
-_ _ -- --_ GRAQEI,BOVE P � I p
352 �
-
350
---� -- - -
348
346 1 -
344 �_` -_�_ -_
STA
342 _-- — _ I-iB'Plr INYINY:__ —_-
n _ � � W� ,� � 34280 S
- -_
_—_ 715.8b �
340 I z h ,� ��
— - G -_346,_45
N- sa
r 40.45 E
t 24' 01`h -- -t.
-_-, ,- 3 .as w n 34"" w. .STA
338 - - - 1
tF-8'
NOTE: UNITS ONE AND TWO
TO BE CONSTRUCTED SIMULTANEOUSLY.
UNIT 2
13 14 15
77--
I
Md
CR MAIN - - -N -�, INSTALL -287.7 t�� PVC SE R -MAIN-- --
-
I
16
// 1,,5=a7
ROBERT E. SMITH RCE 35473 DATE
i-
N
1
tF-8'
NOTE: UNITS ONE AND TWO
TO BE CONSTRUCTED SIMULTANEOUSLY.
UNIT 2
13 14 15
77--
I
Md
CR MAIN - - -N -�, INSTALL -287.7 t�� PVC SE R -MAIN-- --
-
I
16
// 1,,5=a7
ROBERT E. SMITH RCE 35473 DATE
L L bL NIJ T YR SEWER MAIN & CLEANOUT PER COB STD SW -6
e STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 STD, OUTLET STRUCTURE PER COB STD B-11
(TO BE CONST, OR EXISTS AS NOTED) STD, DRAINAGE BASIN PER COB STD D-11
-+ TYR SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SW -4 PT. RADIAL TO CENTERLINE STA. - AS NOTED
T TIP. TYPE 'A' CATCH BASIN PER COB STD -14 NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
-0- RCP W RGJ CL 111 & MANHOLE TYPE "A" PER COB STD SW -4 RIGHT T WAY LINE, ENSURE 2.25'TER MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
17 18 19 20 21 22 23
- - 1 - --
- L _-1 1 I
V� PIPE ---- - - - - - - `� -- P 356
FINISH
ADE AB0 -1 -- - ROnSEQ FII�llSN {-- _
--GRADE ABG E PIPE 354
y ,{
- Y Y
'k -
r— -__ -_ - --. _ - f352
-L- - --1 _ - - -- - - - - 350
- r-- - -- - --- - 348
- - - - - - -- - - 3;, 346
J - TV W
S + 517 - - - -I�- -I- - I-NiG 0 R-oO iCl -ria
— — ^ -- —1— —_l — — — — — -- — �RAET N . 601�tUN1T 2-a,
— — — — -- — -- — _ +— -- — RORILE------
-- SEW€R & �D—%�f Alm&
— ——
BAGUETTF� AVENU
i SHEET 113 OF 22 SHEETS
i-
N
L L bL NIJ T YR SEWER MAIN & CLEANOUT PER COB STD SW -6
e STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 STD, OUTLET STRUCTURE PER COB STD B-11
(TO BE CONST, OR EXISTS AS NOTED) STD, DRAINAGE BASIN PER COB STD D-11
-+ TYR SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SW -4 PT. RADIAL TO CENTERLINE STA. - AS NOTED
T TIP. TYPE 'A' CATCH BASIN PER COB STD -14 NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
-0- RCP W RGJ CL 111 & MANHOLE TYPE "A" PER COB STD SW -4 RIGHT T WAY LINE, ENSURE 2.25'TER MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
17 18 19 20 21 22 23
- - 1 - --
- L _-1 1 I
V� PIPE ---- - - - - - - `� -- P 356
FINISH
ADE AB0 -1 -- - ROnSEQ FII�llSN {-- _
--GRADE ABG E PIPE 354
y ,{
- Y Y
'k -
r— -__ -_ - --. _ - f352
-L- - --1 _ - - -- - - - - 350
- r-- - -- - --- - 348
- - - - - - -- - - 3;, 346
J - TV W
S + 517 - - - -I�- -I- - I-NiG 0 R-oO iCl -ria
— — ^ -- —1— —_l — — — — — -- — �RAET N . 601�tUN1T 2-a,
— — — — -- — -- — _ +— -- — RORILE------
-- SEW€R & �D—%�f Alm&
— ——
BAGUETTF� AVENU
i SHEET 113 OF 22 SHEETS
.�:
352
350
348
346
344
342
340
LINE
S.O. LINE TABLE
DISTANCE
L1
S 60'08'23" E
52.45'
(T0
BE CONST. OR EXISTS AS NOTED)
-♦-
TYP.
SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SW -4
LINE
BEARING
DISTANCE
L1
S 60'08'23" E
52.45'
SCALE: HORIZ. 1" = 50'
VERT. 1" = 4$0
i
o
W N s W
g a Z3
K g f $ ? Z
+ � pp
SEE SHEET 15 8 a $ SEE SHEET 13
1 1 6 10 20 20 10 1 2 4 1 2 5 10 20 (Zo 10 13 9
,N 3 112
4�1
o n 300.00 LF. 8' SEWER ,2 N W48'20' E I
3 —o _-{_— —+ --- 1 4 0
}— N 24 ST— 13+00.00
114 � w
27
10 20 0 10�i 10 20 0tilo
SEE SHEET 15 �S �� SEE SHEET 13
� � �R m ¢
QQ
ROBERT E. SMITH RCE 35473 DATE
3OO± F_24'- IIIRCP-W/RGd —_- -- -_P24;
324 N STORM D AIN PIPE
S -10fos ________
- -- -
r
-wI.mqui VM,M LF. A'.PU^ SEWFRMAI
LEGEND
•
STD,
CITY MONUMENT ENCASEMENT PER COB STD ST -13
(T0
BE CONST. OR EXISTS AS NOTED)
-♦-
TYP.
SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SW -4
-r
TYP.
TYPE "A" CATCH BASIN PER COB STD -14
-o-
RCP
W/ROJ CL 111 & MANHOLE TYPE "A" PER COB STD SW -4
•-
TYP.
SEWER MAIN & CLEANOUT PER COB STD SW -6
�-
STD.
OUTLET STRUCTURE PER COB STD 0-11
STD,
DRAINAGE BASIN PER COB STD D-11
*
PT. RADIAL TO CENTERLINE STA. - AS NOTED
NOTE:
SEWER
LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT
OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY
LINE, 2.50' AT GUTTER FLOW LINE.
3OO± F_24'- IIIRCP-W/RGd —_- -- -_P24;
324 N STORM D AIN PIPE
S -10fos ________
- -- -
r
-wI.mqui VM,M LF. A'.PU^ SEWFRMAI
354
352
350
348
346
344
342
340
UNE
S.D. LINE TABLE
gSTANCE
L1
N 60'08'23" W
52.48'
�'�
�
UNE
BEARING
gSTANCE
L1
N 60'08'23" W
52.48'
SCALE
2
9;2
N
22�
1 2 21 2 3 ��� ��s
�25I26a
_5 wt 2v 2V L
8911'40' E 1J 15 �
K) LF. 8 SEWER 11772 LF. 6 SEWER o -
N � .00 LF. 8' SEWER N ao• 27
1 N
o fL a• SE'AER UlERA1S (TW.]
1 1 8 X 1
17 1 1 6� 1 1 5 1 1 4 ,,� 1 13 '� � 1 1' � E�- 4 0 �,
10 20 0 10 g
C+' SEE SHEET 16
ag_
N � W
N kl
�cOp�
NtV F:
NOTE UNITS ONE AND TWO g ' � $
TO BE CONSTRUCTED SIMULTANEOUSLY. A cm5 �' R
CA.,vDDOTX0D A VEYUE
UNIT 2
11 12 13 14 15
39
N v d
27 28 30
N N N
R � � RAW R
a• sEv�lt uiExALs (ttv.)
fL
5 8911'40' E 18 _
240.00 L.F. 6' SEWER
fL
RAW �
g 38 37 � 26
ROBERT E. SMITH RCE 35473 DATE
5� Z Edi QED ggR4&6
SEE SHEET 21 No. 3.
� 9/30,
3 1 a9T civ
N �� o
1Na
�'�
�
N.
\
N
8
N
22�
1 2 21 2 3 ��� ��s
�25I26a
_5 wt 2v 2V L
8911'40' E 1J 15 �
K) LF. 8 SEWER 11772 LF. 6 SEWER o -
N � .00 LF. 8' SEWER N ao• 27
1 N
o fL a• SE'AER UlERA1S (TW.]
1 1 8 X 1
17 1 1 6� 1 1 5 1 1 4 ,,� 1 13 '� � 1 1' � E�- 4 0 �,
10 20 0 10 g
C+' SEE SHEET 16
ag_
N � W
N kl
�cOp�
NtV F:
NOTE UNITS ONE AND TWO g ' � $
TO BE CONSTRUCTED SIMULTANEOUSLY. A cm5 �' R
CA.,vDDOTX0D A VEYUE
UNIT 2
11 12 13 14 15
39
N v d
27 28 30
N N N
R � � RAW R
a• sEv�lt uiExALs (ttv.)
fL
5 8911'40' E 18 _
240.00 L.F. 6' SEWER
fL
RAW �
g 38 37 � 26
ROBERT E. SMITH RCE 35473 DATE
5� Z Edi QED ggR4&6
SEE SHEET 21 No. 3.
� 9/30,
3 1 a9T civ
N �� o
�
36
35
� 34
a
'N = i 3 3 Z3 �1,j34 J
aSEE SHEET 21
6
LEGEND al CS
• STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 TYP, SEWER MAIN & CLEANBUT PER COB STD SW -6
(T8 BE CONST, OR EXISTS AS NDTEB)� STD. OUTLET STRUCTURE PER COB STD B-11
-+- TYP. SEWER MAIN & MANHOLE TYPE A PER COB STD SW -4 STD, DRAINAGE BASIN PER COB STD B-11
-r TYP. TYPE "A" CATCH BASIN PER COB S7D-14 * PT. RADIAL TO CENTERLINE STA. - AS NOTED
-0- RCP W/RGJ CL 111 & MANHOLE TYPE -A" PER COB STD SW -4 NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
16 17 18 19 20 21
-- PY-
F C,
INSTALL
240.00 RVG
8-RVC-S€ NAIN -I TALL-400.OQL 8' RVC-S€WEITMAIN— _ " °"' __INS7A .L.E-
G_SE]dER_
S=-0.50% S=+O. %
N- G -0-14-R 0. -R-
I ET -NI. 65.3
S.fl. t�tN-d
ROTW�OD-A
Y,
SHEET ij5 Of 22
354
352
350
348
346
344
342
340
y
5-4
o QROFESSION
-��4R,4�ERT E. gyr'� �ycm
/ �2_&s3/ l .L
z o
9/30/07
ROBERT E. SMITH RCE 35473 DATE
,Zg o y
SEE SHEET 17 v
20 t0 0 SEE SHEET 15
58 10 20 1.5 2 s 111 112 10 20 i_ 20 10
5
7 I I 39
5 R/w
/ 5
cli
o9 23
o L N
12
R 29 00 s Sooaa'2o' `"--
— — — —— w o ,e� S.D � 24
LEGEND
L '9 39
29 R/w s R
I�
56 ° 41 4 O "
® STD, CITY MNNUMENT ENCASEMENT PER COB
(TN BE CNNST, NR EXISTS AS NNTEB)
STD ST -13
51N 5
to E 20 10 to 20 20 10 - 2 5
SEE SHEET 17 SEE SHEET 15 i
+ TYP, SEWER MAIN & MANNNLE
-r TYP TYPE "A" CATCH BASIN
TYPE 'A' PER CNB STD SW -4
PER COB STD -14
-0- RCP W/RGJ CL 111 & MANHOLE TYPE "A" PER
COB STD SW -4
su O Z s ^
�-- TYP, SEWER MAIN & CLEANOUT PER CNB STD SW -6
STD, NUTLET STRUCTURE PER COB STD B-11
STD, DRAINAGE BASIN PER CNB STD D-11
* PT. RADIAL TO CENTERLINE STA. - AS NOTED
NOTE: UNITS ONE AND TWO NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
TO BE CONSTRUCTED SIMULTANEOUSLY. PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
SCALE: RIZ. 1" = 50'
THIP TXA y
VE
VERT. 1" = 4"
UNIT 2
10 11 12 13 14
PROPOSED FINISH_ G ADE ABO E_ PIPE -
I
354
—
--—
--
-- —
- s
—_ -- — —
— 1
—
352
—
-- — —
—— _ —
— —
— _ — —
�— — — — -- _ —
1—
-
---
— 352
_ _—
350
348
—
346
344
—
--
-- — —
—
—
— --- -- �
-
— -- —. — — — --- — — — — — — --- — — — — — — — -- —T--
__ — — — -- — — — --- —
—I ---' — --
— — —� —
— — -- -- — _—�— -- — — — — _ � — — — — -- -- � — —
— — --— --- — — w. -- -- — —
—_ — -- — — �— — — — —
—
_
-- —t
r
—
� — -- -- — —
I_-—
—_ — —
—
— — —�
_ -- — _ ——
— '— —
—
—
--
— — —
— 348
— r 346...
344
342
- -r
340
__--
—— — —i__—
i
- — — - - _- - _ - --- - iF.18 CL 1 why e NV.
— -IPP- - —
----_.-_ _. - -- -__ -- _--- -_ - - — -...---i ..__STORMDRAIN. €- --.__ -- - -.
S3 0.100X
— — fi -- — — — 3 C — ---- —
NV.—
—
— — — — — — — —
T
---
342
— -- —
40
- I
-
- -T
-- - ;- - -- -
- - - _- -
f_N-G-OL R -O -TSA-' F D--- -
- CSN Fr -5J-
�&
- - -
-
- -- - - - - -
-- --
r -
- -SE
- -
WER -&D. - PEAIl
TR E WAS
- - f
& R0�1 E
I
SHEET 1� OF
22 S EETS
/ �2_&s3/ l .L
SCALE
961
354
352
350
348
346
344
342
340
L
I S.D. LINE TABLE I
UNE
BEARING
DISTANCE
L1
N 54'48'43' W
30.23'
L2
N 00'48'20" E
27'
L3
N 8991'40' W
27'
EX. IMPROVEMENTS
PER TRACT 6531
OCEAN JASPER DRIVE
)RIZ. 1" = 50'
:RT. 1" = 4"
273 LF.
sn
E"
LuV
o E"M
LEGEND
• STB, CITY MONUMENT ENCASEMENT PER COB STD ST -13
(T0 BE CONST. OR EXISTS AS NOTED)
-♦ TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SW -4
T TYP. TYPE "A" CATCH BASIN PER COB STD -14
-0- RCP W/RGJ CL III & MANHOLE TYPE -A" PER COB SID SW -4
10 11 12 13
F
= w� SEE SHEET 19
N t;
x'88 uR13
�R +� a
NOTE UNITS ONE AND TWO
TO BE CONSTRUCTED SIMULTANEOUSLY.
A Y JA SpfR DRIVE
UNIT 2
15 16 17 18
—;—_---.T----_w-----Y-----1--_--r---- - �-�---
INSTALL 3000 L.F. 8' PVCiSEWER MAIN
+0.252Y -
100: LF.
--I-Ir ----+-----!—�---
0p oD INSTALL 300.00I.F. 8'
.—
S = +0.35
ROBERT E. SMITH RCE 35473 DATE
w
Z
J
2
Q
OCEAN JASPER
w DRIVE
N
e
LEGEND
- R1 E. gy*J'
No. 35473
9/30/07
Civil,
•--
if W JL VER MAIN & CLEANOUT PER COB STB SW -6
- STD, OUTLET STRUCTURE PER COB STD 8-11
STD, DRAINAGE BASIN PER COB STD B-11
PT. RADIAL TO CENTERLINE STA. - AS NOTED
NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
19 20 21
-----Im---
3 l.3
4 e
rl
.
354
352
350
348
346
344
342
U
FOthTe
D R PISA FE
TRAET-No--
.g53F-UNPT--2
&-k rhAN-&-PRMCI
Ill
m
SCALE
356
354
352
350
348
346
344
17
)RIZ. 1" = 50'
:RT. 1" = 4"
DETAIL "A'
N.T.S.
o 4' \
$ 8 6�
5
p!
0
4 2
Q
� Z
3
9
N a d y SEE SHEET 19 d
881 8921 2v � 90rTffl TV
��91,o>zo5201,0� 59j�
S 8991'40' E
h�
y
LEGEND
• STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13
CTO BE CONST, OR EXISTS AS NOTED)
+ TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SW -4
7- TYP. TYPE "A° CATCH BASIN PER COB STD -14
-o- RCP W/RCJ CL III & MANHOLE TYPE "A" PER COB STD SW -4
10 11
r \ N V'
N
x�d
-13
�ti
4rSEAER LATEM (Tm.)
i R�9W
7 L
78"201
Typ} }}
n M
N
N0. 35473 o-
9/30/07
\CIVIL -.A4
0
+�
3
d
d
N
# $
83
182
181
180
h�
y
LEGEND
• STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13
CTO BE CONST, OR EXISTS AS NOTED)
+ TYP, SEWER MAIN & MANHOLE TYPE 'A' PER COB STD SW -4
7- TYP. TYPE "A° CATCH BASIN PER COB STD -14
-o- RCP W/RCJ CL III & MANHOLE TYPE "A" PER COB STD SW -4
10 11
r \ N V'
N
x�d
-13
�ti
4rSEAER LATEM (Tm.)
i R�9W
7 L
78"201
Typ} }}
n M
N
N0. 35473 o-
9/30/07
\CIVIL -.A4
NOTE: UNITS ONE AND TWO
TO BE CONSTRUCTED SIMULTANEOUSLY.
- _ t 41Y � � 5 8991'40" E
0
+�
3
d
d
N
# $
A
+
O
i
N
d
68
N S
67 °
w
I
"
60 61
6...21
631
64
I 651
66'
�
�
y
NOTE: UNITS ONE AND TWO
TO BE CONSTRUCTED SIMULTANEOUSLY.
- _ t 41Y � � 5 8991'40" E
I III 1 1111
room, � I 1 11 lill,
I I I � A
MEN'llwall
UNIT 2
12 13 14
A
15
75�� 74W21rtvj 731 72
�2
0
Y
3
d
d
N
A
+
O
i
d
68
67 °
w
I
"
N
�
�
a
y
�76
10
20
20
W
d
N
}
�
W
3
m
I III 1 1111
room, � I 1 11 lill,
I I I � A
MEN'llwall
UNIT 2
12 13 14
A
15
75�� 74W21rtvj 731 72
�2
0
Y
d
d
N
in
24&.7,
M
2
ROBERT E. SMITH RCE 35473 DATE
LEGEND
�-- TYP. SEWER MAIN & CLEANOUT PER COB STD SW -6
�- STD. OUTLET STRUCTURE PER CDB STD D-11
STD, DRAINAGE BASIN PER COB STD D-11
* PT. RADIAL TO CENTERLINE STA. - AS NOTED
NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
17 18 19 20
ri •(�a k- F, A-
I CF N�Fr53l-
S Nk &-
E ,V UCY-AVE
SHEET 20 OF 22 P
356
354
352
350
348
346
344
�53i �z
,I
7 1
Y
d
3
A
+
O
"
d
68
67 °
w
I
"
N
�
�
a
LEGEND
�-- TYP. SEWER MAIN & CLEANOUT PER COB STD SW -6
�- STD. OUTLET STRUCTURE PER CDB STD D-11
STD, DRAINAGE BASIN PER COB STD D-11
* PT. RADIAL TO CENTERLINE STA. - AS NOTED
NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
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�- STD. OUTLET STRUCTURE PER CDB STD D-11
STD, DRAINAGE BASIN PER COB STD D-11
* PT. RADIAL TO CENTERLINE STA. - AS NOTED
NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
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ROBERT
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RCE 35473 DATE
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VERT.
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STD, OUTLET STRUCTURE PER COB STD D-11
STD, DRAINAGE BASIN PER CUB STD D-11
23
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26
27
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