HomeMy WebLinkAbout1.2-6865 Ph 2 & 3 Record DrawingSTANDARD NOTES
1. GENERAL:
CONTRACTOR 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. FITTINGSSHALLBE INJECTION MOLDED AND
SHALL BE INSTALLED INUNE 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 I, 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 INLINE FOR ALL LATERAL
CONNECTIONS AND BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL
PLANE RUNNING THROUGH THE CENTERUNE 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 70-1.02H
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 SUBDMDER'S RESPONSIBILITY. THE NUMBER
AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
9, 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.
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 a IN DIAMETER, EXCEPT AS NOTED ON PLANS, AND EXTENDED
4' BEYOND R/W LINE.
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 OR 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. MDEO INSPECTION:
PRIOR TO FINAL ACCEPTANCE ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPME
DESIGNED FOR THE PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF R
360', IN ORDER TO VIEW & RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE
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.
19. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT
FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY 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 BUILDING PERMIT.
20. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED WITHIN THE PIPE ZONE FOR. ALL PVC SEWER PIPE.
21. REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH RUBBER GASKET JOINTS PER A.S.LM. C 76 & C 443 .
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 UMITED 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 SIDS.
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 LINES
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, WIT/. A CIRCULAR GROSS
SECTION CERTIFIED AS HAVING A DIAMETER CONFORMING TO THE TABLE BELOW,
SHALL BE PULLEDPIPE BY HAND. THE MINIMUM LENGTH OF THE
THROUGH THEI
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, MBRATORY MEANS OF CORRECTING IS
ALLOWED PROVIDED PIPE HAS NOT BEEN CRUSHED AND MBRATORY METHOD WILL
NOT DISRUPT ADJACENT PROPERTY.
GROUND
CITY OF 1'3)AKE'17?l.SFtELD
KE ID -",,N COUNTY C ALtFO f?.'lNtA
21 28 40 H 39 32 25 W
20 22 2] 29 33 31 26 24
38
19 H #35 23 26 H #3 30 42 3 37 34 IH #2 30 27 MH #26 23 KEY MAP �
m z w
18 24 25 31 43 a 36 35 5 29 28 w� 22 z
¢ s w
TMH H MH 31 CO #5 MH 29 CHAPULTEPEC MH AVENUE MH m 21
O_
16 w rc 20 t5 14T76 'Z.y 37 36 35 34 33 32 44 45 46 47 48 49 50 51 52 53 54 N ,6 MF 13H #5n mAmwc5 ti x14GO F PHASE el #4 19 eco Eogw13 3B 39 40 41 42 43 61 60 59 58 57 56 55 1 1 I 1 I- - - 17 H 12rn18 o it 12 _1_L_Ja' MH 2 M2 MH 2HMH 21 - SALAZAR AVENUE -r1
10 I 49 48 47 46 45 44 62 63 64 65 66 67 68 F I I I 1 1 I I I ( I I 1
AVENUE I _ I I_ I I- L - 1 I_ I I- I SAMAN STREET
CO # j7SD
24 m I I I I I I 1 1 1 I I I r _
50 51 52 53 54 55 75 74 73 72 71 70 69 I o I I w
I PHASE 3 a I I I I I I I I I I I I r
MH ,7 DD �D#2 J�__J._LJ_LJ_LJJN r MH #16 MH #,5a CORRE6IDORA AVENUE -1 PHASE 1 a I --pH #i 64 63 62 61 60 59 58 57 56 76 77 78 r r r r I �I r w I I '
6 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I mwwww"9th
5 I �- i 11 -T -1-T-1 1 I II 1 I 1_ I -1_ I I J_�
I III R
65 88 67 68 69 76 75 74 73 I I I
° PHASE 3 I I I I I I I I I I 11 1 1I Y
3 MH , MH 12 M -11'J l LJ_LJ_LJ_L_LJ_L�� )) I lu
MH #18 SABUGO COURT CANDIA AVENUE ,(I�/ (/
2 1-1-T-F�-j-'-�/" ` I IB 1" = 200'
1 OO �L71]0 NOT A PART 7ff787 80 81 82 83 84 a�, I I I I ( ( I Iii" SUMP\\� I 1 A
�1ii�--- =moi
�- EAST PANAMA LANE - -
Y HtRL'ITV iLV All
I
E
W
P3
DO
DO
x
a
EAST PANAMA LANE
VICINITY MAP
N.T.S.
APPROVED BY
'\_t"
Paement
Badffl compacted to 9%rde&e
cmnpaBm & roadway sans tram 30' \
g NQ
edD%ddAl{d'
pie's pa
(&9m) be}u+d hark of aub, exdudg
ASTM
ASTM D 2321
a9 but the cute 1.0' (03m) of me
CLASS l BEDDING
medm meax and ai dkn with
NUTES:
the edstkg ocewted roadway
\
Lapis wnt%
Bakff match With, the pipe zme sad be five of
SackMt cmipacted to g0%rdoble
debeteims material and she# have a Send Egrirvdmt of trot
cmnpectkm k d other meas
I
Bm*IM M poe zme canpactd
`
to 908 mlab've ove"ccBm.
3/4' (20mm) 100
Baden materiel within the pipe
Na 4 35400
Z" to Minta to notes L 2
,€ _
ane3
a
- is, pdk utgities, ce s&ahen
\ -
requlrements as per the R k
Poe ten such a mama as not to d=W m dsbxb the pros on
OhgiDes Cmmnissm 0enea ales
its alignment and grade Each Igya she# be hei mghly carp-
Finish Rile
w Deem wdvs dgnmdn9 m me
Tobin $'bdTrafc index (rb) see
Tab's below
zt
meT $
36 - /NOSY .2' (9
30-50 1.2'(&Sm)
55 - 65 1.5 (&45a)
7.0-&0 20'(R6m)
115 W MO E 2.5' (&5v)
Badu ompacted to 90.E'
rdshm, cwwdim
a limit of pqe zme she# be 1.0'(0.3%)
e tap of pipe bd a the mtside dmraneta
kink and pro%.
60" (R7me
I �Proe a andrit
g NQ
edD%ddAl{d'
pie's pa
4. tss be in and ae with the
of baeci
ASTM
ASTM D 2321
Tmle 6-301 f the
tests fistd n SaDm 6-SOf of me Standard Spedfrmtimrs,
CLASS l BEDDING
(e ASTM D1557 Memad C) fm broc h width grata thm t0' (&3m)
NUTES:
N beach width & tees thin 1.0' (&3m), bocktr& with 2 sak stony
I. Bads its RI ht Rpe.
5 Cmnpactim tests wM be required and shd be Ba fWahs-
Bakff match With, the pipe zme sad be five of
Nity of &e Dewiope /SMater / Conbadm the water
debeteims material and she# have a Send Egrirvdmt of trot
and Accaft of his tests shag be aclandeed by the all
Am than 20 and shag cm/wm to &e idowheg gradrng:
Fxgshear. the tests shag be hn aardbom with the tests
Sece She Parentage paskg
Ikted h Seethe 6-301 of the Standard Spa &vhao4 (m
3/4' (20mm) 100
ASTM D1557, Method C).
Na 4 35400
1.5(0.45m) wider
Na 30 20-16V
6. fact lays- of bacFfi6 male -Y sW meet the canpocing
Thk backfill exateda shah be phad hn not to excad mhe
seed equAdmt and gmdotkn mpu6emmts befae the next
AW (1.0fism)(OSn) lave x shmatanaudy m each skk at the
toter is pkced
Poe ten such a mama as not to d=W m dsbxb the pros on
SET
its alignment and grade Each Igya she# be hei mghly carp-
7. Fm pavement patches With, pored Geos se, stanched
acted by mechanical tmipkg. Backlit motard shill be
draw&g ST -12 k this dwo mama
M9dy camPated to tymg1he pno to Procedhg
2 Bath# for #emble pros
TABLE 'A'
Poe and fittmgs shat be mstdkd m accmdaae wrM the
extent ASTM TeoTTmtkn D-2321. Only aess h and N
embedment embeds matin the p(oe zone wM be crosdeed
subaNa Mdhm the proe zme, water fioodng end jet&g shat
not be went its ba dF cenipaCEM for #embhe pipe the
bedding ed hmedung .aka! be had placed to the Syrkhg Tire
of Bre prow and prepedy cwagactd Fa sewermu6ns pas 1
bed&g IS regnked for bedding end hamchfirg Cee shop be
Iden net to dislocate the pipe the rennak erg baciff ax the
ppe zea shd be hind placed ad conpreld k tills int to
exceed 60' (O.I&aI thickness. &ddgl materia each be
propedy coyeactd to stdngthe pilo to pmreedn
fie fdlowM
shat/ apply for trench widths:
PIPE
WTDTN
IN GREATEST
TAMPING
CLASS l BEDDING
DIMENSION
M. U
OR SLURRY
TO,(0.3m) or less
i.0 0.3m wider
4.0" (75mm) wider
TRENCH BACKFILL
both sides
both sides
LG(0.3m) up
1.0'(D_3m) wider
6.0" f0.15m) wider
0'
to 6th
both sides
be h sides
2.0(0.6m) or more
1.5(0.45m) wider
1.0'(0.3m) wider
CRY OF BAKED
ALS
both sides
both sides
4
DESCRIPTION
1.
3 80aw mataid lore the Pine std xc flee
2,
FRQIANEI sr-1sREv
ofd si
metria inch lumps er stores exceeding
STANDARD
M. U
(75nmrs
40° (75nm) in grmtmf drnmsm inch each be
3.
°pP"",,m
U
placed k not to exceed are hint (1.d loose) (03m)
TRENCH BACKFILL
occao
lows and each layer sad be thamugldy compacted
AND COMPACTION--L-"V
saXc
by med-d lannoug -
REQUIREMENTS
"S'
TREVINO COURT
6.
ne
nk'rv„/69_.�
CRY OF BAKED
ALS
ST -22
U.S.G.S.
an Pu9Ln: voa rn>ex,cur
2817
REVIEWED BY ASST. PUBLIC WORKS DIRECTOR
LEGEND
MH SEWER MANHOLE
STORM DRAIN MANHOLE
00 CLEANOUT ENGINEER'S STATEMENT
CO
CB CATCH BASIN
PLAN NOTES
1. R/W ON PLANS INDICATE PROPOSED RIGHT-OF-WAY
2. DEPRESSED FLOVAINES AT ALL CATCH BASINS
ARE 2" (0.17') BELOW NORMAL FLOWLINE.
W
Z
Q
1
LL
O
I
O
Of
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"
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 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).
SHEET INDEX
SHEET
DESCRIPTION
1.
TITLE
2,
PIZARRO STREET
SW -4
ESTAVEZ STREET
SW -5
AJOONI COURT
3.
CORREGIDORA AVENUE
SW -7
EAST PANAMA LANE
4.
SALAZAR AVENUE
S-9
CANDIA AVENUE
5.
CHAPULTEPEC AVENUE
TOP OF CONCRETE MONUMENT IN LAMPHOLE Q INTERSECTION OF
EAST PANAMA LANE AND SOUTH UNION AVENUE
TREVINO COURT
6.
GARBER WAY
nk'rv„/69_.�
T
STORM DRAIN
ESTIMATED OUANTITIES
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
SUC CORRECTTI/ION(S�J REFLECTED ON CORRECTED PLANS SUBMITTED ®TO THEE CITY ENGINEER.
PHASE 2 PHASE 3 TOTAL
T/5b4 UAIL
SEWER
FgTIAADTFn ni IAKITITI=G
AGAM LOUR STORM DRAIN MANHOLE 1 EA 3 EA 4 EA SEWER MANHOLE
SABUGO COURT
7. ARLITOS STREET 18" R.C.P. STORM DRAIN 397 LF 1227 LF 1624 LF CLEANOUT
JALPAN AVENUE 11
CITY OF BAKERSFIELD
STANDARD DRAWINGS APPLICABLE
FOR THIS PROJECT ARE:
STD. NO.
DESCRIPTION
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
PHASE
CATCH BASIN
3 EA 3 EA 8
SEWER MAIN
EA
12
6"
SEWER MAIN
EA
3
4"
SEWER LATERAL
EA
5
p„„„„r/
i�V'�
1580
BENCH MARK
USED
LF
3264
TOP OF CONCRETE MONUMENT IN LAMPHOLE Q INTERSECTION OF
EAST PANAMA LANE AND SOUTH UNION AVENUE
21 ���
n it �,
�1IIEZ417661'
LF
1093
nk'rv„/69_.�
1/ 2 -.• 4<8
ELEV. = 361.36
U.S.G.S.
LF
2817
BENCH MARK
SET
LF
PHASE
2 PHASE
3 TOTAL
10
EA
12
EA
22
EA
3
EA
2
EA
5
EA
1580
LF
1684
LF
3264
LF
834
LF
1093
LF
1927
LF
2862
LF
2817
LF
5679
LF
TRACT
NE CORNER CONCRETE ENCASEMENT @ INTERSECTION OF
EAST PANAMA LANE AND SPARKS STREET
ELEV. = 362.32 U.S.G.S,
BASIS OF BEARINGS
THE BEARINGS OF N89'31'28"W FOR THE C/L OF EAST PANAMA LANE
PER PARCEL MAP NO. 11250 PARCEL MAP BK. 55, PG. 103
/1a- 6Lc
N0. 6865 PHASES 2 & 3
SEWER
& STORM
DRAIN
PLANS E s
K
ENGIN
ReVmd
DEWARTER AND
DATE- 3 -to -1s
Fate
By =9 W SMNO WawE S1c •c' imm a
P 01E 327-1466 FAX 32'
OR1NG BY,
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ND PLANNING SURVE
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3NO MED
TRACT NO. 6865 PHASES 2 & 3
EXHIBIT "E" - SEWER & STORM DRAIN PLANS & PROFILES
DRAWN BY: J.K.D. DATE 3-10-16 ft
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.CK9
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.C..: 17564 i N SURVEYOR
GATE: G2. ®'g•° �4 4 Y J J �B aww uNe.
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3NO MED
TRACT NO. 6865 PHASES 2 & 3
EXHIBIT "E" - SEWER & STORM DRAIN PLANS & PROFILES
DRAWN BY: J.K.D. DATE 3-10-16 ft
HEET 2
PIZARRO STREET CIVILOF 7
DELMARTER Assoc. ESTAVEZ STREET
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AJOONI COURT DELMARTER & ASSOC.
.CK9
2019 Wc-91M1ND E 32 SIE 'C' BAK0 -102. CA 93301
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HEET 5
CIVILOF 7
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ELMARTER & ASSOC. CHAPULTEPEC AVENUE DELMARTER & ASSOC.
TREVIN 0 COURT 209 WESRMND DRIVE SIE 'C SIMM OD. M 83501
BY: PHONE 327-1486 FAX 327-1952
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HEET 5
CIVILOF 7
ENGINEERS
ELMARTER & ASSOC. CHAPULTEPEC AVENUE DELMARTER & ASSOC.
TREVIN 0 COURT 209 WESRMND DRIVE SIE 'C SIMM OD. M 83501
BY: PHONE 327-1486 FAX 327-1952
JAMES K. DELMARTER
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EXHIBIT "E" - SEWER & STORM DRAIN PLANS & PROFILES
DRAWN BY : J.K.D. DATE : 3-10-16 a*ffAII SHEET 6
CIVIL OF 7
BY:
ELMARTER ASSOC. GARBER WAY ENGINEERS
DELMARTER & ASSOC.
AGAM COURT 2019 MESiM OPoVE 51E "C a X7-1% CA 93 -Ai
JAMES K. DELMARTER NONE 39-14% FAX 32J-1452
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EXHIBIT "E" - SEWER & STORM DRAIN PLANS & PROFILES
DRAWN BY : J.K.D. DATE : 3-10-16 a*ffAII SHEET 6
CIVIL OF 7
BY:
ELMARTER ASSOC. GARBER WAY ENGINEERS
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AGAM COURT 2019 MESiM OPoVE 51E "C a X7-1% CA 93 -Ai
JAMES K. DELMARTER NONE 39-14% FAX 32J-1452
R.c : 17664ryry SABU � COURT -SURVEYOR
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EXHIBIT "E" - SEWER & STORM DRAIN PLANS & PROFILES
DRAWN BY : J.K.D. DATE : 3-10-I6 OA SHEET 7
gppoFEssloCIVIL ' OF 7
DEI F, ENGINEERS
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DATE: 12a®-`O C(RC�MIDS
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