HomeMy WebLinkAbout1.2-7029 Ph 1 & 21. 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 CONNEC11ON NTH
THE PERFORMANCE
s # !•.% 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 ii
STATIONING WITHOUT PRIOR APPROVAL BY THE ENGINEER.
3. AH WORK SHALL BE DONE IN ACCORDANCE NTH THE CITY OF BAKERSFIELD STDS.
4. ALL ALONG- OF - ALL ELEVA11ONS
ARE BASED ,
5. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONCE BY
THE WNER
ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE
OF
` iTHE YM >!.
6. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH "AS -BUILT"
PLANS UPON COMPLETION OF THE WORK.
7. EXISTING UNDERGROUND LINES HAVE BEEN ! ON
ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE
FOR POSSIBLE ERRORS OR OMISSIONS AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY
CONSTRUCTION.
SHALLPRIOR TO THE ACCEPTANCE OF ANY SEWER LINE BY THE CITY, THE CONTRACTOR
CLEAN ALL LINES WITH % o f SEWER CLEANING BALL UNDER
HYDROSTA11C PRESSURE. ANY STOPPAGE, DIRT OR FOREIGN MATTER SHALL
BE REMOVED
# i. ! 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 CORRECTO,
BEFORE APPROVAL
SEC. 1.3.2 TES)ING
MANDREL
_ • 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 D THROUGH THE PIPE BY HAND. THE MINIMUM LENGTH OF THE
CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL
IAMETER
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
tD! NOT MEET
MANDREL
i VIBRATORY
r% *y es MEANS O CORRECTING
ALLOWED PROVIDED
i i !t. 1. PIPE
• a NOT BEEN
CRUSHED AND
VIBRATORY METHOD
WILL
NOT DISRUPT ADJACENT PROPERTY.
♦ 1 STREET (DRIVEWAY
Iii . _-__ - I 1L
LEGEND
MH SEWER MANHOLE
SDMH STORM DRAIN MANHOLE
CES CATCH BASIN
tA' �
PHASE 1 _>
w
ut
LOT 8 �r--c. LOT C
1. R/W ON PLANS INDICATE PROPOSED RIGHT -OF -WA
2. DEPRESSED FLOWLINES AT ALL CATCH BASINS
ARE
! BELOW NORMAL >
z
}j
i
4
0
CK
GROUND
2"x4"x 12" REDWOOD STAKE
14 GAUGE WIRE---"
SEWER LATERAL-"'
SE_ WWI. ER LA a i Is ERAL MARKER DEIAML
N.T.S.
MANDREL TABLE
NQMILIAL �iRE. SIA EIER
6" 5.47" 7
8" f 4 K I "
10" 9.07"
• i R
PRIOR TO FINAL APPROVAL ALL SEWER LINES SHALL BE TESTED FOR LEAKAGE BY
STANDARD HYDROSTAT`IC OR LOW PRESSURE AIR TEST.
TESTING OF THE SEWER LINE SHALL BE CONDUCTED FROM MANHOLE TO MANHOLE
IN ACCORDANCE NTH THE UNIFORM PLUMBING CODE AIR TEST METHOD
(UPC SEC. 318-b(4) 1985 EDITION OR LATER EQUIVALENT).
CA EAST PANAMA DANE
KEY M&AAP
1. TITLE
2. SPARKS STREET
GUERRERO AVENUE
3. GUADALUPE AVENUE
EZEQUIEL COURT
4. ZARAGOZA DRIVE
LEO STREET
CITY OF w
SFIELD
1 ANDARD DRAWINGS APPLICABLE
'FOR
THIS PROJECT ♦ M
#-►:
compaction h roadway area from 3.0'
Pie as per
ASTM D
SEWER LATERAL MARKER
SW -3
PAVEMENT PATCHES
NV TEST
MANHOLESW-1
1
�
1 - + COVERS
FRAMES
Baakfdl materxl wrthk the pipe zone shall be tree of
! CLEANOUT
SW -7
HOUSE CONNEC11ON
,q)
TRENCH BACKFILL i COMPACTION
•
A l
:: 1 DRAINAGE
STANDARD
3f4' (2ltnm) 100
STANDARD CHAIN
fia, 4 J5_100
to 9ff relative conpaction
,
Badfil mataid hritir h the pipe
This bac*1N material shall be pfaced k! not to exceed one
zone to conform to notes 1, 2
foot (1-0'1000)(O.3 ") layer srmultaneausy an ecrdn sf& of the
and 3.*
ag
For public uti ties , construction
is atignowt and Each layer shall be MwrcwgNy comp -
rerltrkkements as per the Public
acted by mednank d tamping. Bz*NJ materitd shalt be
y compacted to sprihoke prior to proceedktg
2 Bake for f%xdle pyae.
Pipe and frtthgs shrill be ktstclled in aec Aftce mith the
current ASTM speafica w D--2321, Only Class I and #
r
suitabla i#tthkt the pque zany water hoodny and jetting shaft
s •
not be used for ba cktdf compaction fan- Nmbk poe The
•
bedding and hcumdtktg shotf be hand placed to the **g lkte
of the pane od properly co moacted For sew motto Class t
beddnhg is required for beddnrg and hovnd» ng. Care shal be
taken not to dfdocate the pgre{ The remmitg badrfdl in the
pfpo zone shelf be hand placed and cw patted in lifts not to
exceed 6.0" (015n) thickness t?adafdl material shall be
properly ccmiuded to spri3oke pry to proceednrg.
3. Bairff mat&W above the poe zone shall be free
of ddeter bo matertd amd lungs or stones exceeding
4.0" (75mm) in greatest dbensf0ft and alta# be
placed in not to exceed one foot (LO' loose) (0.3m)
Jayers and each layer shelf be thoroughly compacted
by medhORk l tamping.
y
PHAS
�
s
♦ 1 STREET (DRIVEWAY
Iii . _-__ - I 1L
LEGEND
MH SEWER MANHOLE
SDMH STORM DRAIN MANHOLE
CES CATCH BASIN
tA' �
PHASE 1 _>
w
ut
LOT 8 �r--c. LOT C
1. R/W ON PLANS INDICATE PROPOSED RIGHT -OF -WA
2. DEPRESSED FLOWLINES AT ALL CATCH BASINS
ARE
! BELOW NORMAL >
z
}j
i
4
0
CK
GROUND
2"x4"x 12" REDWOOD STAKE
14 GAUGE WIRE---"
SEWER LATERAL-"'
SE_ WWI. ER LA a i Is ERAL MARKER DEIAML
N.T.S.
MANDREL TABLE
NQMILIAL �iRE. SIA EIER
6" 5.47" 7
8" f 4 K I "
10" 9.07"
• i R
PRIOR TO FINAL APPROVAL ALL SEWER LINES SHALL BE TESTED FOR LEAKAGE BY
STANDARD HYDROSTAT`IC OR LOW PRESSURE AIR TEST.
TESTING OF THE SEWER LINE SHALL BE CONDUCTED FROM MANHOLE TO MANHOLE
IN ACCORDANCE NTH THE UNIFORM PLUMBING CODE AIR TEST METHOD
(UPC SEC. 318-b(4) 1985 EDITION OR LATER EQUIVALENT).
CA EAST PANAMA DANE
KEY M&AAP
1. TITLE
2. SPARKS STREET
GUERRERO AVENUE
3. GUADALUPE AVENUE
EZEQUIEL COURT
4. ZARAGOZA DRIVE
LEO STREET
CITY OF w
SFIELD
1 ANDARD DRAWINGS APPLICABLE
'FOR
THIS PROJECT ♦ M
ev,
S�
RIM cb iq�
H
w
w
a
E
EAST FAIRVIEW ROAD
TRACT
N0. 7029
[7
EAST
PANAMA
A 1 1
VICINITY MAim
N.T.S�
8adfill compacted to 95Z rd hW
#-►:
compaction h roadway area from 3.0'
Pie as per
ASTM D
SEWER LATERAL MARKER
SW -3
PAVEMENT PATCHES
NV TEST
MANHOLESW-1
1
�
1 - + COVERS
FRAMES
Baakfdl materxl wrthk the pipe zone shall be tree of
! CLEANOUT
SW -7
HOUSE CONNEC11ON
,q)
TRENCH BACKFILL i COMPACTION
•
A l
:: 1 DRAINAGE
STANDARD
3f4' (2ltnm) 100
STANDARD CHAIN
ev,
S�
RIM cb iq�
H
w
w
a
E
EAST FAIRVIEW ROAD
TRACT
N0. 7029
[7
EAST
PANAMA
A 1 1
VICINITY MAim
N.T.S�
8adfill compacted to 95Z rd hW
i
compaction h roadway area from 3.0'
Pie as per
ASTM D
(0..9m) beyatd bad of curb, excko1bg
2321
all but Me outer 1.0' (0.-4-n) of the
NV TEST
median area and kr cdle)% wftt in
�
the existktcq accented roadway
Baakfdl materxl wrthk the pipe zone shall be tree of
hnpr-omments
_
8acd(Ol compacted to 9N rdatiw
,q)
c mpovft h all other areas
Sk" Size Percentage passhg
6.0- (ti 15rrn) wider
3f4' (2ltnm) 100
Backfill h pipe zone compacted
fia, 4 J5_100
to 9ff relative conpaction
,
Badfil mataid hritir h the pipe
This bac*1N material shall be pfaced k! not to exceed one
zone to conform to notes 1, 2
foot (1-0'1000)(O.3 ") layer srmultaneausy an ecrdn sf& of the
and 3.*
ag
For public uti ties , construction
is atignowt and Each layer shall be MwrcwgNy comp -
rerltrkkements as per the Public
acted by mednank d tamping. Bz*NJ materitd shalt be
Utilities Cammissior Cwwartd Orders
0
Fntisii tie
# Depth wria &M&g on the
sbwt s Traffic Index (T.f) See
Table *8" bdow
� Street TAt3tE "8"
zone
iRAR C INDtX APTH
.30 -- 50 1.2' pan)
55-65 1.5' (0.4&n)
7.0 - 8.0 20' (0.6m)
8{5 OR MORE 2.5' (0.7&n)
Bodf#1 compacted to .90%
relemw Cw4mclion
Sae 1dk 21 / Upper limit of pOe zone sfxdl he 1.0' (0.3n)
abavw top of p.0e bell or the outsxle dui ester
of plain end pjv.
i
► f lfaunch ng
"Pipe or conduit
4. Testhg of boa+Al materials sal be in a=dance with the
tests listed in Section 6--3.01 of the Standard 4wcificatkv4
(or" ASTM 111557, Method 'C') for trench width greater than 1.0' (03m)
If trench width is less Man 1.0' (03n), backfill rdth 2 sad duny.
5. Compaction tests w#1 be m9hed and Mnaff,be the respans-
lrrlity of the Developer / SubadWer- l Carni for The number
and locagm of the tests d6a# be detwnhyed
�:..
Enover. the tests dead be M ocror
listed in Section 6-J01 of the Standard Specr'ftcat s, (r
ASTM D1557, Method T7.
6. Each layer of backfill mated d shall meet the compaction,
sord eapuWent and motion requkements before the next
la)o' is pow-
/. For pavement patdies withkr paved won see standard
drawing ST -12 in this de* maraud
TABLE `A&
The following
6.0" 0.15m)
( Afate ' forflexrhle
PIPE
Pie as per
ASTM D
IN GREATEST
2321
CLASS 1 BEDDING
NV TEST
LF
L BadtMl for Rigid Poe.
Q
Baakfdl materxl wrthk the pipe zone shall be tree of
�
ddeteirbus material and shall have a Sand EapuA doht of nc�t j
0
less than 20 and shd conform to the fofowing graft-
1.0'(0. Jm) up
Sk" Size Percentage passhg
6.0- (ti 15rrn) wider
3f4' (2ltnm) 100
0
fia, 4 J5_100
2.0'(0.6rrh) or more
Na 30 . 20-100
1.0'(0.3m) wider
This bac*1N material shall be pfaced k! not to exceed one
z
foot (1-0'1000)(O.3 ") layer srmultaneausy an ecrdn sf& of the
0pipein
such or moweras not to damage o' dysturb the pipe an
F -4
�
is atignowt and Each layer shall be MwrcwgNy comp -
acted by mednank d tamping. Bz*NJ materitd shalt be
y compacted to sprihoke prior to proceedktg
2 Bake for f%xdle pyae.
Pipe and frtthgs shrill be ktstclled in aec Aftce mith the
current ASTM speafica w D--2321, Only Class I and #
embedment matericds within the pipe zone w#! be considered
suitabla i#tthkt the pque zany water hoodny and jetting shaft
not be used for ba cktdf compaction fan- Nmbk poe The
bedding and hcumdtktg shotf be hand placed to the **g lkte
of the pane od properly co moacted For sew motto Class t
beddnhg is required for beddnrg and hovnd» ng. Care shal be
taken not to dfdocate the pgre{ The remmitg badrfdl in the
pfpo zone shelf be hand placed and cw patted in lifts not to
exceed 6.0" (015n) thickness t?adafdl material shall be
properly ccmiuded to spri3oke pry to proceednrg.
3. Bairff mat&W above the poe zone shall be free
of ddeter bo matertd amd lungs or stones exceeding
4.0" (75mm) in greatest dbensf0ft and alta# be
placed in not to exceed one foot (LO' loose) (0.3m)
Jayers and each layer shelf be thoroughly compacted
by medhORk l tamping.
0
Fntisii tie
# Depth wria &M&g on the
sbwt s Traffic Index (T.f) See
Table *8" bdow
� Street TAt3tE "8"
zone
iRAR C INDtX APTH
.30 -- 50 1.2' pan)
55-65 1.5' (0.4&n)
7.0 - 8.0 20' (0.6m)
8{5 OR MORE 2.5' (0.7&n)
Bodf#1 compacted to .90%
relemw Cw4mclion
Sae 1dk 21 / Upper limit of pOe zone sfxdl he 1.0' (0.3n)
abavw top of p.0e bell or the outsxle dui ester
of plain end pjv.
i
► f lfaunch ng
"Pipe or conduit
4. Testhg of boa+Al materials sal be in a=dance with the
tests listed in Section 6--3.01 of the Standard 4wcificatkv4
(or" ASTM 111557, Method 'C') for trench width greater than 1.0' (03m)
If trench width is less Man 1.0' (03n), backfill rdth 2 sad duny.
5. Compaction tests w#1 be m9hed and Mnaff,be the respans-
lrrlity of the Developer / SubadWer- l Carni for The number
and locagm of the tests d6a# be detwnhyed
�:..
Enover. the tests dead be M ocror
listed in Section 6-J01 of the Standard Specr'ftcat s, (r
ASTM D1557, Method T7.
6. Each layer of backfill mated d shall meet the compaction,
sord eapuWent and motion requkements before the next
la)o' is pow-
/. For pavement patdies withkr paved won see standard
drawing ST -12 in this de* maraud
TABLE `A&
The following
shall app! for trench widths.-
idths.PIPE
PIPE
WIDTH
IN GREATEST
TAMPING
CLASS 1 BEDDING
DIMENSION
LF
OR SLURRY
L0'(D.3m) or less
1.0'(0..3m) wider
4.0" (75mrn) wider
1218
both sides
both sides
1.0'(0. Jm) up
1. 0(0. 3m) wider
6.0- (ti 15rrn) wider
to 20' 0 fim
both sides
both sides
2.0'(0.6rrh) or more
1.5'(0.45m) wider
1.0'(0.3m) wider
both sides
both sides
F'USNAWs ST--I3REV
STANDARD Mv�
WNJ
TRENCH BACKFILL CHECCO
AND COMPACTION SCAX K SM"
REQUIREMENTS UT.S.
S,- M
aff OF BAKEF09ELD ST -22
CALIFORW
PUN -1E VOWS "MTWW
0
P4F;BLIC TTORI'�S DIRECTOR: 111COLAS FTf'P-,LER R.C.E. 61069 DATE
REVIEWED BY ASST. PUBLIC WORKS DIRECTOR
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
ESS/ aREQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS.
flety9��F�� ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR
DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND
Na SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
OF A10
JAMES K. DELMARTER R.C.E. 17564 DATE
STORM DRAIN MANHOLE
18" R.C.P. STORK DRAIN
CATC H BAS I N
-PHASE 1 PHASE 2 TOTAL
1 EA 3 EA 4 EA
187 LF 661 LF 828 LF
4 EA 4 EA
BASIS OF_E3kEARIN%0.".2N0r0`
THE BEARING OF N89"31'28"W FOR THE C/L OF EAST PANAMA LANE
PER PARCEL MAP N0. 11250 PARCEL MAP BK. 55, PG. 103
BEMCH 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 CONCRETE ENCASEMENT @ INTERSECTION OF
EAST PANAMA LANE AND SPARKS STREET
ELEV. = 362.32 U.S.G.S.
SE W. ER
ES"TIMA"ImED OUANTITIE S
SEWER MANHOLE
8" SEWER MAIN
8" SEWER MAIN
4" SEWER LATERAL
PHASE 1 PHASE
2 TOTAL
- - - 11
EA
11
EA
110 LF 1829
LF
1939
LF
- -- - 1218
LF
1218
LF
2318
LF
2318
LF
TRACT NO. 7029 PHASES 1 & 2
SEWER & STORM DRAIN PLANS ►IG11
r
DA -M. 11-20-15 -A
PHONE:. ! R
%
i y+l
MAWWOFLE GATEWAY
1.2-7029 Ph 1 & 2
MRAM AM
D
Ld ;l
cLq 0
W �OD
LJ
-to crI-:
o, = �.' 3:
ei zotM aw cn
v N w L� #
' AST a8 � `.� ��' '�
ca -
PHASES # # a a
1 olo
. I 1.+SPARKS STREET o+ -7o.
1 7+00 5+00 00°25'13�E 9+00 10+00 11+00 op `� 3+00+ �U {� 4+� AVENUE 5+ 6+00 � 7+0o s+oo
S89 31 28 I
Cit N t9� \J -+_94A9 Q w pl
C#•'
EXIST 8" SE INSTALL 15.00 l.�' -•-�-• �.� .� «.� .. � �..� . � . .. � �. � �.««. 4,;n � . M r . � � �� .»«.. "�`
24" RCP 0 0.34X . . _ M « «�
STUa 10.00 LF,y r�� `,,
Iy
CP 0.47 15 R jW` C04 8
C4 to
9~r
toi
EXTEND SIVS 110.
8" PVC 0.35X ' o p I� o 52 53 54 55 58 $` 58
� 49 50 5
�;
,wz-,0
'o*to
l'i '403
a_
2
Uzi
L>.,I
0 "
O:f aQ
a x U
V)G NQz
F --
w SCALES
HORIZ: I"=50'
+STORM" TER DRAINyFPgi,Plj��jLENGTHS ARE HOLES AND CENTER OF
VERr". 1 2
MANHOLE TO INSIDE FACE OF CATCH BASIN
4 8 9 10 11 V 1 2 3 4 5 6 7
r
# # I t INST 42x.00 LF of " RCP STORM DRAIN
# # INSTALL 123.4 LF OF i INSTALL 91.« ti LF t # f # # s # # # # # #
t# # "
# t € # s s i # # ,p # # # ,. 1 E3 R ST M DRAIN 18 RCP ST M GRAIN
-. _ -___ . _« .,M« . »» s-�._..«««.--- .�.., n... _.�. _ . _�__� __ � #_ ��....w�. �� � # _.».��.s �_ � �_..�..,� �.. �.�_�.. �.» _ � i._.�« »_�._» � }» . »�� _» «,_ � .f --------------
4j
_---. ----_.-�_.
# � � d i 3 ► # F # # # S # N i ) ) # € F # i i i Q�t i # € # ! #
xf4+ St}13T i GUTTER PROFI # f
# v-4� 0 # I # # € # I i f I # # I I
$ # # # # $
co # t k 0) I I i # i t €
+ # # i $ +
4
# #
£ # # "" # # # a-- _,..,»................— # .» «» .»_ r _»a.. ... M £ ...... M » . t ...,..»...,.,,...—
M $ m# t #
w
14 v-+ ;
+� # b # ------------ i _.. i # ..,....»,._.«..... «.,,,. # ..».....,.....,..�.....,,. _ .» .�..,..... #--------------#-------------- #------------
Sa
# #, ? # i {€ 5.42 LF $ 8" R#.'P o. 0
# i + i # # # € # £ t
!)r-
15.42 LF 1" RCP ) °
1.46 i
o.11x
''"' # £ t ------
SECTION _ --------------
t
_ _ _ _ _
_ C _ g...._._,._.w�.,»�.�..�....._ ___..._.....— . __ —__ �� _ _ � _�_ � _ �._ � _ �_ } � � _SL _ _.__w_. � _ __ __ � __ - ___._ _M_#£ _._ � _ �,,�,•! _ 5�
_. _ .
$ d t co F t
-4
ilt),
e-1
..._„.„.,._._.,.,.»»,..,.....— $ .W..,,_........�.._.....,— f w. _�._ _._ i w..»».�..�,.M_......_..,M.— # . _ � _ } __...»»— w_ .w � � � ' �..,..�.. -- i...»,..,,.....,,.w...,a.,...,.,.. i �.,»»...._..�».»...._...,..».— } _ _ ' �« . } ...........�...— _� - �.« _ # ...,...�,.....— �_w,�#...M.,....,.�..«--.........„— t. ._........»— .««..........»w.._.......,.««..�w..— ..»�..«.....,.�._.,....w,..._.......#,.....�,�,..».�,..,»»......_.#.�......�...w.�..�....,�,w.,»»,..._.... ...»_.....a...,--.......�.,,..... .........._.......,_......»..».,..,..#. �.«» »�----- . .w
» #/ 3T w # # t
� ••j S F i i # �` S I f # i # #
f
• �g I i # :Y #—_.--»„—»,»—»».»...�, �«_ _. � ._ i �....... _ » i ......-.,�.....».,»«.....».-- # �_ ..w._�. # ..�� �. �., #--,.v,.....»...........M... —». # _ .. »».�,. # �.� , � K _ i w ,_ �.. i .,....,.,................�.— #—�.,...—«.._..........,..,. t—_.,.»..,.a...,.........� ,...,..« ���✓
# # INSTALL 1?4.J5 LF"OF "PVC SE MAIN # IN TALL 31a 00IF 8" PVC SR AIN INSTA351.87 LF OF 8VR MAIPC
-------------- _ w_ _ .»M.__.��- .._._-
# #
3
i .42 LF I e, RCP
13.42 LF ION
RCP # #
i �.�.� # i i £ i # # i i �'
•� i i €
INSTALL 319.99 LF OF "PVC SE MALI i __ _ .m._ _ _ _ __.. i _.___.. } _ __.$ _..._-..__.w_�.— # __ . w____ .___a f _,__.__.�,_._._w_ # _.._ _ _ _ _ _. # _w.___ _.__ �_ } .__ _. �__ �� »» _ # .�w_._.__.�___�. 3 r _ �__. _ � # ___..�._,___�._ $ � � _ � �» __ __._ _ t _ _ �� _. __. _ w� ___ _._ _. f _ __ �. »�__ __ # _ _. .__ _ _ _.._, # __� _ ._ __._ _. # .___ _ ._ ..� _ �_ ._ �,#_ _ _,.
# $ # f # S i # # I # 344
'I, ]IN"'O"'. `*7`029 PHASES
EXHIBIT '9ESEWER & STORM GRAIN PLANS & PROFILES
DRAWN BY : J.K.D. DATE : 11-20�--15 SHEET 2
4g�FESSr¢y� CIVIL. OF 4_,.
w� K. IDQt
ENGINEERS
ELMARTER & ASSOC. SPARKS STREET
w Mo. In" rn
DELI ARTE:R ASSOC.G U E R R E Q AVENUE 9 MVE S •& �#AKVMaVB r.MM .
JAMES K. DELMARTER
club. 4���� R.C..: 7564 SURVEY}
OF
CALv ;
DATE:
C" FECORM NO.
J 0 0. 14091 D
1.2 1029 Ph 1 & 2
ljjljj�Ill 11
Lli
D
Lli
< Lli
NLjj
0w w
w RTER & ASSM �
<(f) w W
01-11 w W � �
<c� _j
� t
ON
F LLJ
y w
w
w
69 88 67 06. 65 84 03 02 01 00 59 � � � cn
9 10 � 11 � 12
CN r. f- N c0 � 0 cox � ry * ' 20 N
co �-- ra cif o� 1 � co d- "
C14 to n
+00.00 27 8� ! 1+00 2+flQ
` ---
+ 0 '3i#€€!}### 2"E
M 2
--f�
4+QQ $$9,31'2$"E 5+pt$-){7F00 �$+83.0
+no xZEQUIL COURT N00'28
ENUE A.
44 00
04
04 ul)
N to
co 0
+ n 00 31 �
+
" 43 ± C410 4 w
13
4 41 40 9 38 37 30 35 34 3 32 e
SCALES
HORIZ: 1"-50
VER 0 1 2
4 5 5 7 8 9 0 2 3 }
76cNZ
360
360,
4pTN GUTTER
O}FtrE 358
»
...,«. ».. 35C23 ... ,.............. . ..-.. ., ...�....,.».. ._......w......�. .... . ......#{it{ .}##
� .#.. ». _._ .»...w ..... _., _....... ,... « .„a€£x#€ ## {}}..� . . _.„__..w.,.__,a.......__.....«., _... a.w... ,...._!t####c# }# # f „_ .,.. ,.........H..y...l.t✓.S..�...�.. ' .S#�s3€fz t } �€ _ # ,_ .,........,_,._..._,....�w ,.�., ....,..»_. .....{?##i!## #? �.# € ....._.....�...._... __ ..�,. _w...�_.. ,.« ..._ ..,#4tiP#f#�f !{ .} E . .,..«.... .w._ ».»...�_ ..�.....W. _....H,. ,. '._„ .€€t€tLS7#{##� € #� .
-�
.....�#S#i
ti
... .#
tV iiq
00 a
356
354
C4 +
#i{
,
. w .,.. �.352
--------- ----------—_—�
tv
A+ 9' 6" P C SEWER MAIN
INSTALL Z afl �F (��" PV SEWER MAIN
INSTALL 2 3.
{$" VA SER INST ll. 397.00 .F OF TRACT N. 7029 I / 2
EXHIBIT "E" SEWER & STORM DRAIN PLANS & PROFILES
�......
-�
c
fsv� s
SHEET
3
FESS/ DRAWN BY : JKD DATE : 11-1-16 CIVIL OF 4
3 cFENGINEERS
ELMARTER & ASSOC. GUALADUPE AVENUE
E DELMARTER & ASSOC.
No. 17564 2�t� £TYP27-12, CA 93#
BY: EZEQ1iE_ COURT PHONE 31486 FAX 34
JAMES K. DELMARTER SURVEYOR
A%4Ctvi\. R.Ci 7564
4F cioi ,'4 -*,—/? u
DATE: JOB N0.140
loz,
91 D-UC�
ytop� lFECORM i�
NO.
1.2-7029 Ph 1 & 2
W
z
W
., ~. >
"TER IL ASMC -� <
W
a
-i u W
W
< w >
L0 <
t C»�
�-_ O 04
ft� I—
�€ WW
n"Llir
ryU) W
:Dw
3 (D 17 18 19 20
44 45 40 47 48
tor")
F
Ild, to v-
}+ + + +
LRIW+ cn t$ cn cQ ca r
C14N R jW c+ca
'�, y t?S � its, y » » .» _ »�
p f'f �,y » » w ._ -.w _ �.. ._.» _.,� »_ _. �r 5 p 4+81,$ # � 6+ot} 7+00 0) 7+49.55
N, •p , p+0 .00 +oo E STREET +oo o
+o0 4+00' 5+00 00 Nos o0 23 W
Ss -4+80,00 No0'28'32�E 6+85.00 �CS�
f i �`p
2+00.00 06 `�IT
to
u') ca
r B #3 C 4 tr, T- �.. R jW ra + rn ,n +
RLVE—
R/ W D It c�a "" w + + <t 4 ,) i c r
o» + + w)
a F-
F + «t =t
d 28 27 26
25 24 23 22 21
D
>
ON
W L�
LjJ
LliVSCALES
D w
HORIZ: 1" ==50'
< VERS: -- 2
0�
7 8 1 2 3 4 7 8
1 2 3 4
€
€
362
G ._ .
1
360 .�
'`^7j �('"'�y # 4 � € ; } € # € } € # € 3 € i .». �.. # .. �... �............... # ,_. W..._.,. «...._. # ......,...�, .�., ,.� .... .�..,.. ,.�.. _......,......»» __ .... _._ ... �..._ ........,...».. _....... w,. ,......#........._ .w.. w... ».,. � � .„�..» .,_ .. _..�...,.........., ._., ....., .}....,........». �.. __ ......,.. «.., �,. »,.€_... _.. ,..,...,., .........» _...,, .�. ,»,....fit .w. _,..�. .�.. �_. �.. _ «g.,.. -f
! 1 3 € 1 ! €
1 € } # i € } ; i i �qy. •` # # # 1 € €;=AST GllTTEI PROFILE € 1
EAST GUTTER PROFILE I
1 1 3
#
- WEST ITER PROFILE € ' €»cq
1 # 3 1 # 3 3 i 3 i ai ! + € €
ST GUTTER PROFILE #
+
�
s } € € # # 3 t to # ¢ € # a € ( } t 3 1 # # p
.w....�— ..... t _.. I »»». 1 ».. _ 1 _.,._, � ». _»_. # _ � 3
��40
} € 3 # �
Ai
At
} } # # # s 1 +
1
-----------
T-
....—....—«...,..—w_ ».��G ,
T-� !—
1 4 9 € s # 2 3 # ! 1
€ ( # f 3 # l
t t } } f € ? 3 } # # INSTALL 208.0 LF OF 6" PVC !SEWER MAIN IN TALL 243.80 LF 8 PVC SEWER MAIN
i !
3 48 .w ....
# # 3 # ! 3 3 # # 3 3
i € 3 INSTALL 273.00 LF OF 8" PVC SEWER MAIN € } 3
INSTALL 238.00 LF OF PVC SEWER MAIN
€
s # t F # 1 # # € 3 € € € # # s
F
3 3 ! #
F
t # y
TRACTNO. '702PHASES I & 2
EXHIBIT "E" -- SEWER & STORM DRAIN PLANS & PROFILES
SHEET 4
orjfESS/ pDRAWN BY : JKD DATE : 11--1--16 CI\vAlL uu OF 4
�K- Oft '���� DELMARTER 8c ASSC1 ZARAOA AVENUE
ENGINEERS
["' (� Com` ` } "�" D E�.M AR TER & ASSOC.
No. 17564 LEO STREET ! \ i . 1 2019 WESiYY O DRIVE STE "C" BAKERSFIELD, CA. 93301
"* * BY: PHONE 327--1486 FAX 327-1452
JAMES K. DELMARTER-Sl#RVE``C)R
fc
�l�rF cl IV ��`� R.C. .: 7554 A^ Owl
OF ca�.� DA C" FECORM NO.�� JOB NO. 14091 Q
1.2-7029 Ph 1 & 2