HomeMy WebLinkAbout1.2-7029 Ph 1 & 2 Record DrawingSTANDARD NOTES
1. GENERAL-
CONTRACTOR
ENERALCONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND
SUPERVISION NECESSARY TO COMPLETE INSTALLATION.
2. PVC PIPE INSTALLATION:
MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE
HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS HOLES, FOREIGN INCLUSIONS
OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND
SHALL BE INSTALLED INLINE ON NEW PIPELINES; CUT IN FITTINGS ARE NOT
PERMITTED.
JOINTS: USE ONLY ELASTOMETRIC GASKET JOINTS. THE ASSEMBLY OF JOINTS
SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE
PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF
BAKERSFIELD.
INSTALLATION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH
THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11 AND III
EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE.
3. SYSTEM TESTING'
A PRESSURE TEST AND MANDRELL TEST SHALL BE PERFORMED ON INSTALLED PIPE
IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DESIGN MANUAL CHAPTER 1.3 AND
THE RECOMMENDATION OF THE MANUFACTURER.
4. FOR P.V.C. WYE FITTINGS SHALL BE INJECTION MOLDED INURE FOR ALL LATERAL
CONNECTIONS AND BE ROTATED A MINIMUM CE 23 DEGREES ABOVE THE HORIZONTAL
PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN.
5. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELDED.
6. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF
BAKERSFIELD STANDARD DRAWINGS SW -4, SW -5, AND SECTION 70-1.020
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
SW -6.
7. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY
OF BAKERSFIELD STANDARD DRAWING ST -22 EXCEPT AS NOTED ON PLANS.
8. COMPACTION TESTS WILL BE THE SUBDIVIDER'S RESPONSIBILITY. THE NUMBER
AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
g. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING
ETC.) THAT ARE REMOVED, DAMAGED, UNDERCUT OR DO NOT MEET CURRENT C.O.B.
STANDARDS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER.
10. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -3,
EXCEPT AS NOTED ON PLANS.
11. ALL LATERALS SHALL BE e IN DIAMETER, EXCEPT AS NOTED ON PLANS, AND EXTENDED
4' BEYOND R/W UNE.
12. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY
LINE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING SW -1.
13. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION
FOR FLEXIBLE PIPE.
14. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B"
FOR PIPES 48" IN DIAMETER CE LARGER, UNLESS NOTED OTHERWISE.
15. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING
DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-642-2444.
16. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION A 24 HOUR NOTICE TO
THE CITY CONSTRUCTION INSPECTION SECTION IS REQUIRED FOR INSPECTION AND
TESTING. TELEPHONE 326-3049.
17. SEWER LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AT PROPERTY UNE AND
A MINIMUM OF 2.50' DEEP AND 7.00' MAXIMUM AT FLOWLINE.
18.
19.
CITY.
PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT.
20. CLASS i BEDDING AND EMBANKMENT IS REQUIRED WITHIN THE PIPE ZONE FOR ALL PVC SEWER PIPE.
21. REINFORCED CONCRETE PIPE SHALL BE CLASS 111 WITH RUBBER GASKET JOINTS PER A.S.T.M. C 76 & C 443 .
22. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS
PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED.
GENERAL NOTES
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR THE
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
2. NO PIPELINE SHALL BE LAID WITHOUT PRIOR APPROVAL BY THE ENGINEER.
3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STDS.
4. ALL STATIONING IS ALONG THE CENTERLINE OF STREET. ALL ELEVATIONS
ARE BASED ON U.S.G.S. DATUM.
5. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONCE BY
THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE
OF THE CONTRACTOR.
6. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH "AS -BUILT -
PLANS UPON COMPLETION OF THE WORK.
7. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN
ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE
FOR POSSIBLE ERRORS OR OMISSIONS AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY LINES IN THE FIELD PRIOR TO
CONSTRUCTION.
SEC. 1.3.1 CLEANING
PRIOR TO THE ACCEPTANCE OF ANY SEWER LINE 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 ONES
SHALL TAKE PLACE AFTER ALL CONSTRUCTION WORK IS COMPLETED AND ANY
DAMAGE TO THE STSTEM DURING FINAL PAVING AND CLEANUP WILL BE CORRECTED
BEFORE APPROVAL
SEC. 1.3.2 TESTING
1.3.2.1 MANDREL TEST OF PVC PIPE
FOLLOWING THE PLACEMENT AND DENSIFICATION OF BACKFILL AND PRIOR TO THE
PLACING OF PERMANENT PAVEMENT, ALL MAINLINE PIPE SHALL BE CLEANED AND
THEN MANDRELLED TO MEASURE FOR OBSTRUCTIONS (DEFLECTIONS, JOINT OFFSETS
AND LATERAL PIPE INTRUSIONS). A RIGID MANDREL, WITH 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 CORRECTING IS
ALLOWED PROVIDED PIPE HAS NOT BEEN CRUSHED AND VIBRATORY METHOD WILL
r
w
aSC
aMH
U
SAMAN STREET (DRIVEWAY)
a
4
H ml1
5
12Z�3'
11
SW -3
PAVEMENT PATCHES
SW -4
20
19
MH m9
frr22
213
6
6" CLEANOUT
SW -7
HOUSE CONNECTION
ST -22
TRENCH BACKFILL & COMPACTION
S-9
STANDARD DRAINAGE BASIN
S-10
STANDARD CHAIN LINK FENCE
TRACT
0
¢
2
Mss ma, 20 and shd ankrm to the wooky 9vebi.,
7
/0
Scere She Pffcmtop Pwsng
lido in Satim 6-301 of the Stallard .$admitiwaq (a'
c:1
I6
N
23I
Na 4 Z-100
sUMVISIM
A 9Nc
Na JO 20407
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"i
mataid shorn paced n not to we
Oris baoti(I
sand d qv
oral gradaum rsaneanarts beige urs xH
ei the
C11Y or BAKED
CALFFO
0'k ealh
/UJw 4 an mrh ode the
/ort (1.0'ch
sAnaRaage
is pboeat
lo}w is pkced
�
a manner net err a
pare n such a mama w nal to dmnage a dishnb Me poem
89
is augme l and gv& Each lee Ad be thoaugky c*W-
7. for paw.ment potebw 0Mw pored vow, see stmdsd
acted by mechadcd &jW*. 8nad# mda/d shd he
17
J
24
p2
mumu x
2 Bader is flmbM Poe
vim,...., ..
nncoocon
..,...,.�
25
CB MH g2 MH m3 MH O4
48
Q 49 50 51 52 53 54 55 56 57 58
47 N PHASE 2
U
K 69 66 1 65 1 64 63 62 6160 59
LEGEND
MH SEWER MANHOLE
SDMH STORM DRAIN MANHOLE
O3 CATCH BASIN
PLAN NOTES
MHGUADALUPE AVENUE T
H
43 42 41 40 39 38 37 36 35 34 33fIM41f
1. R/W ON PLANS INDICATE PROPOSED RIGHT-OF-WAY
2. DEPRESSED FLOWLINES AT ALL CATCH BASINS
ARE 2" (0.17') BELOW NORMAL FLOWUNE.
W
z
J
a
I
0
O
I
U
PHASE 1
t o
C
5 I
CA EAST PANAMA LANE
STAMP AN 'S" INTO THE CURB FACE OVER EACH LATERAL
2"x4"x12" REDWOOD STAKE
14 GAUGE WIRE �_ PLUG
SEWER LATERAL
SEWER LATERAL MARKER DETAIL
N.T.S.
MANDREL TABLE
NOMINAL DIAMETER MANDREL DIAMETER
6" 5.47"
B" 7.27"
10" 9.07"
1.3.2.2 PRESSURE TEST
PRIOR TO FINAL APPROVAL ALL SEWER UNES SHALL BE TESTED FOR LEAKAGE BY
STANDARD HYDROSTATIC OR LOW PRESSURE AIR TEST.
TESTING OF THE SEWER LINE SHALL BE CONDUCTED FROM MANHOLE TO MANHOLE
IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD
(UPC SEC. 318-b(4) 1985 EDITION OR LATER EQUIVALENT).
= 200'
KEY MAP
SHEETINDEX
SHEET
1. TITLE
2. SPARKS STREET
GUERRERO AVENUE
3, GUADALUPE AVENUE
EZEQUIEL COURT
4. ZARAGOZA DRIVE
LEO STREET
CITY OF BAKERSFIELD
STANDARD DRAWINGS APPLICABLE
FOR THIS PROJECT ARE:
STD. NO.
DESCRIPTION
1 Poe a collum
SW -1
SEWER LATERAL MARKER
SW -3
PAVEMENT PATCHES
SW -4
MANHOLE TYPE "A"
SW -5
FRAMES & COVERS
SW -6
6" CLEANOUT
SW -7
HOUSE CONNECTION
ST -22
TRENCH BACKFILL & COMPACTION
S-9
STANDARD DRAINAGE BASIN
S-10
STANDARD CHAIN LINK FENCE
ID
iimu:CN.iD[K0i.til1i
EAST PANAMA LANE
VICINITY MAP
N.T.S.
STORM DRAIN
ESTIMATED QUANTITIES
Pawmmt
8,09 compacted to 95Z rdatAm
compactbn b roadeay arms berm .£0'
(0.9m) belmd back of asb, sx"il
di but the miff to. (aim) at mm
median arms and b dLA with -
Ne -xh?g accepted roodway
iwm mints.
BadMl cmnpected to 90Z rddim
campacum n 49 aura Deas
Badlk in pare men comported
to gaT noeuce m7wwt m.
60° O.ISn)
1 Poe a collum
WDTN
z
4. Tsing of ba AY mdaids sW be n =wnIs ae will ft2321
d
DIMENSION
me to anfam to notes 1, 2and3-
F
W
z134
W
zGO
NNTES=
if bs,uh width is tens mme 1.0' (0.3mA badBi oth 2 sad *ny.
1='
x
EAST FAIRVIEW
ROAD
Badlk seataid wtmh Oce pare zine Any be Iran of
P
TRACT
0
¢
NO. 7029
Mss ma, 20 and shd ankrm to the wooky 9vebi.,
EflOw.. Om tests shd be n aaadmce WW'di `iiiiij '.'..
Utmis Canmfssm Cmffd Onns
Scere She Pffcmtop Pwsng
lido in Satim 6-301 of the Stallard .$admitiwaq (a'
c:1
J14' (29-) 100
to
Q
EAST PANAMA LANE
VICINITY MAP
N.T.S.
STORM DRAIN
ESTIMATED QUANTITIES
Pawmmt
8,09 compacted to 95Z rdatAm
compactbn b roadeay arms berm .£0'
(0.9m) belmd back of asb, sx"il
di but the miff to. (aim) at mm
median arms and b dLA with -
Ne -xh?g accepted roodway
iwm mints.
BadMl cmnpected to 90Z rddim
campacum n 49 aura Deas
Badlk in pare men comported
to gaT noeuce m7wwt m.
60° O.ISn)
1 Poe a collum
WDTN
Bade mdaid o mh me Poe
4. Tsing of ba AY mdaids sW be n =wnIs ae will ft2321
CLASS I BEDDING
DIMENSION
me to anfam to notes 1, 2and3-
OR SLURRY
1.0'(0.3m) or /ass
In, ASTM D1557 McMod 'C) kr trendy widM greats, thm LO(Lisp)
4. 0" 75mm wider
NNTES=
if bs,uh width is tens mme 1.0' (0.3mA badBi oth 2 sad *ny.
1='
FarenpubAc uffMns, mosbuchmra
5 CamportAm tests II%t be reed and dW be the respa7s-
q
Badlk seataid wtmh Oce pare zine Any be Iran of
ummets as pa ire Pubfz
1.0"(0.31") wider
ddeterxns mafeid mrd ,dm0 Ams a Sid £gmdant o/net
end tmwlb7 of the tests sink be ddennhed by#w QIy
both sides
Mss ma, 20 and shd ankrm to the wooky 9vebi.,
EflOw.. Om tests shd be n aaadmce WW'di `iiiiij '.'..
Utmis Canmfssm Cmffd Onns
Scere She Pffcmtop Pwsng
E.n
r Og7M wrier m Ore
alma s rm m b ace KILL Sea
Tdk'9' bdaw
r$,eet TA%E $'
IRARIC ffCU LITLY
30 - 50 1.7 (03n)
55-6.5 1.5" (a45n
7.0 -BO 20'(aft
6507 mow 25'(am'-w)
_ 800 ain"cted to 90%
rdatAr oanpatiai
Per fink of Poe me .slid be L0" (14%)
ore 4 of Poe ball ar the muds dmmtff
Alin and pare.
a
Pge and ff turgs did be mstamed m aeadmce #0 Me
arre7t ASTM Vookatim V 2 M. Wy am i and If
mrbeGnmt motffkb milk the pare sine wk be mnsVared
sd oNa NU the pare z water lbeft and;etIM shoi
net be used fm back& m7gmtin, kr Merkle pie Oe
Aeddq and hom athig seam be hall pmmd to mm IV* the
o/ the pare and prsgaly cargmted Fa saw mob; am i
bedit is mduied fa AoMV and hmwbbg Coe shall be
tdm not to dslaite the poe W mmoi7ng badlk n Me
pare zone slwk he bend pima and impacted n lefts eat le
ewxd 6L7' (0152) ldfdoess Dod:kl materid ehd be
properly cmamaml to Wh4i7e pear to pv mdmg
fie fdlowinq
60° O.ISn)
1 Poe a collum
WDTN
dlatmd fm
i�lem3�faDPne as par
4. Tsing of ba AY mdaids sW be n =wnIs ae will ft2321
CLASS I BEDDING
DIMENSION
tests Osted n Seclkm 6-301 of Oce Standad Spw&atimA
OR SLURRY
1.0'(0.3m) or /ass
In, ASTM D1557 McMod 'C) kr trendy widM greats, thm LO(Lisp)
4. 0" 75mm wider
NNTES=
if bs,uh width is tens mme 1.0' (0.3mA badBi oth 2 sad *ny.
both sides
1. Bak/M fa Nupd lrgc
5 CamportAm tests II%t be reed and dW be the respa7s-
q
Badlk seataid wtmh Oce pare zine Any be Iran of
edify of Me DOVdW r /Wolllirh-/Cmk da. fie mmkor
1.0"(0.31") wider
ddeterxns mafeid mrd ,dm0 Ams a Sid £gmdant o/net
end tmwlb7 of the tests sink be ddennhed by#w QIy
both sides
Mss ma, 20 and shd ankrm to the wooky 9vebi.,
EflOw.. Om tests shd be n aaadmce WW'di `iiiiij '.'..
by medimbd tmspbg
Scere She Pffcmtop Pwsng
lido in Satim 6-301 of the Stallard .$admitiwaq (a'
c:1
J14' (29-) 100
ASTM 01557, Method C).
Q
Na 4 Z-100
sUMVISIM
A 9Nc
Na JO 20407
GideA bfv of orchid � meet o
"i
mataid shorn paced n not to we
Oris baoti(I
sand d qv
oral gradaum rsaneanarts beige urs xH
ei the
C11Y or BAKED
CALFFO
0'k ealh
/UJw 4 an mrh ode the
/ort (1.0'ch
sAnaRaage
is pboeat
lo}w is pkced
�
a manner net err a
pare n such a mama w nal to dmnage a dishnb Me poem
is augme l and gv& Each lee Ad be thoaugky c*W-
7. for paw.ment potebw 0Mw pored vow, see stmdsd
acted by mechadcd &jW*. 8nad# mda/d shd he
dmwng ST -12 b this design manual
J
Wayaiy asup-ted to 4wbgfkm pear to prooeednng.
2 Bader is flmbM Poe
TABLE A"
a
Pge and ff turgs did be mstamed m aeadmce #0 Me
arre7t ASTM Vookatim V 2 M. Wy am i and If
mrbeGnmt motffkb milk the pare sine wk be mnsVared
sd oNa NU the pare z water lbeft and;etIM shoi
net be used fm back& m7gmtin, kr Merkle pie Oe
Aeddq and hom athig seam be hall pmmd to mm IV* the
o/ the pare and prsgaly cargmted Fa saw mob; am i
bedit is mduied fa AoMV and hmwbbg Coe shall be
tdm not to dslaite the poe W mmoi7ng badlk n Me
pare zone slwk he bend pima and impacted n lefts eat le
ewxd 6L7' (0152) ldfdoess Dod:kl materid ehd be
properly cmamaml to Wh4i7e pear to pv mdmg
fie fdlowinq
shall apoly far trench widths
PIPE
WDTN
IN GREATEST
TAMPING
CLASS I BEDDING
DIMENSION
18" R.C.P. STORM DRAIN
OR SLURRY
1.0'(0.3m) or /ass
1.0 0.3m wider
4. 0" 75mm wider
--- 4 EA
both sides
both sides
1.0%0.3m) up
to 0' 61"
1.0(0.31") wider
both sides
6.0° (a 151") wider
both sides
20(0.6m) or more
i. ya i5m) wider
1.0"(0.31") wider
both sides
both sides
3 BadAl nmtaid obis mm Poe six slsd be has
PHASE 1 PHASE 2
F4ENNIE, ST-l3RLY
ah
of ddeterims motaid and bags ar stmes awwdMvur99
STORM DRAIN MANHOLE
1 EA 3 EA
STANDARD
SEWER MANHOLE
18" R.C.P. STORM DRAIN
4.0' (75mm) n 5rmtmt Manske and sAd be
828 LF
8" SEWER MAIN
CATCH BASIN
--- 4 EA
a vx,w
paced n ort to eaaceed one foot (1.0'towe) (0.1s)
Data �
TRENCH BACKFILL
s nxo
iaprs all emb bIa shm4 be t/rffougMy mmwfd
AND COMPACTION
DRWQ BY; J.K.D
!L=
by medimbd tmspbg
a-aNNwic.
No
REQUIREMENTS
NTS..
ApPR
rxreaum
sUMVISIM
A 9Nc
sEEF in
-_
aTY FECOF08 NIAIABER
C11Y or BAKED
CALFFO
ST -22
REVIEWED BY ASST. PUBLIC WORKS DIRECTOR Id fiS a�
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION
AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD
ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT
REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS.
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR
DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND
SQ'CH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
AAEA1-C V 11F'I hAARTCR P r' C 17r -.9A nn-rc
SEWER
ESTIMATED QUANTITIES
BASIS OF BEARINGS
THE BEARING OF N89°31'28"W FOR THE C/L OF EAST PANAMA LANE
PER PARCEL MAP NO. 11250 PARCEL MAP BK. 55, PG, 103
BENCH MARK USED
TOP OF CONCRETE MONUMENT IN LAMPHOLE @ INTERSECTION OF
EAST PANAMA LANE AND SOUTH UNION AVENUE
ELEV. = 361.36 U.S.G.S.
BENCH MARK SET
NE CORNER GONGREIE ENCASEMENT @ INTERSECTION OF
EAST PANAMA LANE AND SPARKS STREET
ELEV. = 362.32 U.S.G.S.
4" SEWER LATERAL
n,V'-s 1-, f'gtr"",gad. ��'S ;, r ..aG + It
^. 4i::a3'^r✓e:Y�kn: LnctY ("P.`•3: ��:"!z
.1A9tarS K. DELI!!riAFTH: "?,,::...._-"___..�
RC E41756=)
PHASE 1 PHASE 2 TOTAL
--- 11 EA 11 EA
110 LF 1829 LF 1939 LF
TRACT NO.
PHASE 1 PHASE 2
TOTAL
SEWER &
STORM DRAIN MANHOLE
1 EA 3 EA
4 EA
SEWER MANHOLE
18" R.C.P. STORM DRAIN
167 LF 661 LF
828 LF
8" SEWER MAIN
CATCH BASIN
--- 4 EA
4 EA
6" SEWER MAIN
BASIS OF BEARINGS
THE BEARING OF N89°31'28"W FOR THE C/L OF EAST PANAMA LANE
PER PARCEL MAP NO. 11250 PARCEL MAP BK. 55, PG, 103
BENCH MARK USED
TOP OF CONCRETE MONUMENT IN LAMPHOLE @ INTERSECTION OF
EAST PANAMA LANE AND SOUTH UNION AVENUE
ELEV. = 361.36 U.S.G.S.
BENCH MARK SET
NE CORNER GONGREIE ENCASEMENT @ INTERSECTION OF
EAST PANAMA LANE AND SPARKS STREET
ELEV. = 362.32 U.S.G.S.
4" SEWER LATERAL
n,V'-s 1-, f'gtr"",gad. ��'S ;, r ..aG + It
^. 4i::a3'^r✓e:Y�kn: LnctY ("P.`•3: ��:"!z
.1A9tarS K. DELI!!riAFTH: "?,,::...._-"___..�
RC E41756=)
PHASE 1 PHASE 2 TOTAL
--- 11 EA 11 EA
110 LF 1829 LF 1939 LF
TRACT NO.
7029
PHASES 1 & 2
SEWER &
STORM
DRAIN PLANS s
2318
LF
ENGINE
Revised
DEWARTER
DATE, n-zo-ls
Data �
zeas WSrmNo ww sii .
P 011E 327 -USI
DRWQ BY; J.K.D
a-aNNwic.
No
PROPERTY LWE.
ApPR
sUMVISIM
A 9Nc
-_
aTY FECOF08 NIAIABER
1216
LF
1216
LF
2318
LF
2318
LF
A70C.
1' cn o3x1 NO. 14091 D
/ sr*3-F , OF 4
DRAWNG FTE GATEWAY
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5+10.55
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STORM DRAIN PIPE LENGTHS ARE CENTER
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TRACT NO. 7029 PHASES 1 & 2
EXHIBIT "E" – SEWER & STORM DRAIN PLANS & PROFILES
DRAWN BY : J.K.D. DATE : 11-20-15 SHEET 2
CIVIL OF 4
ENGINEERS
ELMARTER & Assoc. SPARKS STREET DELMARTEft & ASSOC.
GUERRERO AVENUE 2m9 ES MRYJ OR ESE CBAXFAS DO•CA•93p
BY: PHONE 327-1411 327-102
JAMES K. DELMARTER - SURVEY
R.C. : 75646s ®® '1 �.Y
DATE:
C(jy F�COF0g NO. Joe��o. 74-091 D
3+ 00
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HORIZ: 1"=50'
VERT: 1"= 2'
TRACT NO. 7029 PHASES 1 & 2
EXHIBIT "E" – SEWER & STORM DRAIN PLANS & PROFILES
DRAWN BY : J.K.D. DATE : 11-20-15 SHEET 2
CIVIL OF 4
ENGINEERS
ELMARTER & Assoc. SPARKS STREET DELMARTEft & ASSOC.
GUERRERO AVENUE 2m9 ES MRYJ OR ESE CBAXFAS DO•CA•93p
BY: PHONE 327-1411 327-102
JAMES K. DELMARTER - SURVEY
R.C. : 75646s ®® '1 �.Y
DATE:
C(jy F�COF0g NO. Joe��o. 74-091 D