HomeMy WebLinkAbout1.2-6865 Ph 1 Record DrawingSTANDARD NOTES
1. GENERAL:SEWER
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. 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 NTH 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 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 70-1.02H
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 SUBDIVIDER'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 4" 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 REQUIIRED FOR INSPECTION AND
TESTING. TELEPHONE 326-3049.
17. SEWER LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AT PROPERTY LINE AND
A MINIMUM OF 2.50' DEEP AND 7.00' MAXIMUM AT FLOWLINE.
18. VIDEO INSPECTION:
PRIOR TO FINAL ACCEPTANCE ALL SEWER LINES SHALL BE INSPECTED WITH ViDEO EQUIPMENT
DESIGNED FOR THE PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING
360', IN ORDER TO VIEW & RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE ViDEO
INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL
AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY THE 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 STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS
OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER
PRiOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY.
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.T.M. 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 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 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, NTH 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
NOT DISRUPT ADJACENT PROPERTY.
& STORM DRAIN tMPROVEMENT
'�'ZACr�' N0. 6ot)5 SF t
uITY OF BATKERSFIELD
KE �1� C O�J`�'Y -- CALt��'ORNtA
W KEY MAP
En CO #4
0HCB
18 17 16 15 kr
CB #3 a
21 SDMH SALAZAR AVENUE
MH
# w MH 20 MH #6 MH
UJ
19 f520 21 22 23 24 25 26 27 28 29 30 31 32
0�SD WH A
Q
46 a 45 44 43 42 41 40 39 38 37 36 35 34 33
CB
CO #2 CB #6►SDMH #
CB
47 f
I
74 i
CO #1
)MH fry`* CORREGIDORA
AVENUE MH #13
MH t
CB
STORM DRAIN MANHOLE
CO
CLEANOUT
CB
CATCH BASIN
SPARKS STREET
FRAMES & COVERS
SAMAN STREET
4.
ESTAVEZ STREET
HOUSE CONNECTION
ALMAGRO STREET
4$
49
50
51
52
53
54
55
56
57
58
59
60
1
EA
For public uhrities , construction
requirements as per the Public
= i,
Utilities Commission General Orders
J.K.D
6.0' r015m)
C
#11
73
72
71
70
69
68
67
66
65
64
63
62
61
A
1
Ur- SDMH CANDIA AVENUE - SDMH
w
1 v~i
2 3 4 5 6 7 8
CB #10
MH #10 SDMH #12 EAST PANAMA LANE
LEGEND
MH
SEWER MANHOLE
SDMH
STORM DRAIN MANHOLE
CO
CLEANOUT
CB
CATCH BASIN
PLAN NOTES
1. R/W ON PLANS INDICATE PROPOSED RIGHT-OF-WAY
2. DEPRESSED FLOWLINES AT ALL CATCH BASINS
ARE 2" (0.17') BELOW NORMAL FLOWLINE.
W
z
J
a
(
Ll_
O
I
H
CD
ry
GROUND 4
2"x4"x 12" 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 UNE 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).
12
CB 3
5SDM_16 SAMAN STREET
MH H #2
F- 11
W
10
N
>
w
mrwnTx s a�snc
M 4 OU w
{(n MH #1
I N
a
9 N
3 1" = 200'
SHEET INDEX
TE MH #8A
SHEET
DESCRIPTION
1.
TITLE
2.
EAST PANAMA LANE
PAVEMENT PATCHES
SUMP
3.
SPARKS STREET
FRAMES & COVERS
SAMAN STREET
4.
ESTAVEZ STREET
HOUSE CONNECTION
ALMAGRO STREET
5.
CANDIA AVENUE
STANDARD DRAINAGE BASIN
VEGA STREET
6.
CORREGIDORA AVENUE
7.
SALAZAR AVENUE
CiTY OF BAKERSFIELD
STANDARD DRAWINGS APPLICABLE
FOR THIS PROJECT ARE:
STD. N0.
DESCRIPTION
EA
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
W
z
EAST PACHECO ROAD
E-
E -
EAST
-+E -+EAST FAIRVIEW ROAD
x
U1
TRACT 6865-1
EAST PANAMA LANE
VICINITY MAP
N.T.S.
STORM DRAIN
ESTIMATED QUANTITIES
STORM DRAIN MANHOLE
12
EA
18" R.C.P. STORM
DRAIN
1025
LF
24" R.C.P. STORM
DRAIN
1297
LF
30" R.C.P. STORM
DRAIN
777
LF
CATC H BAS I N
1.0(0.3m) wider
10
EA
OUTLET STRUCTURE
botth sides
1
EA
CHAIN LINK FENCE
to 90Z re/abVe compaction
631
LF
16' DOUBLE DRIVE
GATE
1
EA
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 VARKSET
NE CORNER CONCRETE ENCASEMENT @ INTERSECTION OF
EAST PANAMA LANE AND SPARKS STREET
ELEV. = 362.32 U.S.G.S.
Pavement
Badrftll compacted to 959. relatim
compaction in roadway areas from 3.0'
(0.9m) beyond back of curb, excluding
1N GREA7I=ST
all but the outer 1.0' (0.3m) of the
_
median areas, and In a//e),4 within
4211
the existing, accepted roadway
1.0'(0.3m) or less
inprorements
_
Back& compacted to 90.E relative
both sides
compaction in all other areas
o,
1.0(0.3m) wider
.c
to 2.0 0 6m
both sides
botth sides
2.0'(0.6m) or more
Backf<rl in pipe zone compacted
1.D'(D.3m) wider
to 90Z re/abVe compaction
Sa lathe
Backlit material within the pipe
c
zone to conform to notes 1, 2
*#
and 3
For public uhrities , construction
requirements as per the Public
= i,
Utilities Commission General Orders
J.K.D
6.0' r015m)
-= 'LAND PL^"N�"G' SURVEYORS
= LAND LEVEIJNG
Bedding Ma aial for-
Rex
Ible Pipe as per
ASTM D 2321
NL7TES.,
1 Backfil for Rigid Pipe
Backfil material within the pipe zone shall be free of
deleterious material and shall have a Sand Equivalent of not
less that 20 and shall conform to the Blowing grading:
Sieve Size Percentage po g
3/4' (20mm) 100
No 4 35-100
No. 30 20-100
This backfil material shall be placed hb of to exceed one
foot (1.0' knose)(0.3m) /area shmalfan sty on each side of the
pipe in such a manner as not to dam or disturb the pipe on
its alignment and grade. Each layer sh be thoroughly comp-
acted by mechanical tamping. Backlit atenal shat/ be
properly compacted to springline prior to proceeding
2. Backfill for flexible pipe
Pipe and fittings shall be installed in accordance with the
current ASTM specification D-2321 Ohl pass l and 11
embedment materials within the pipe z e wil be considered
suitable Wfthin the pipe zone, water flo 4ing and jetting shall
not be used for backfill compaction for flexible poe. The
beddxhg and hounching shall be hand pl 7ced to the Spring line
of the poe and properly compacted. sewer mms, pass 1
bedding is required for bedding and hau ching. 07e she# be
taken not to dislocate the ppe Ther vnakkg backfil in the
pipe zone sbdl be hand placed and ca pacted k lifts not to
exceed 6.0' (0.15n) thickness Backfill material shall be
properly compacted to 4pWhgline prior .7 proceedxrg.
3. Backfil material above the pipe zone shall be free
of deleterious material and lumps or st wes exceeding
4.0' (75mm) it greatest dinension and sho# be
placed in not to exceed one foot (1.0' nose) (0.3m)
layers and each la}er shall be thorough& compacted
by mechanical tamping.
Fxhish Grade
+ Depth varies depending on the
street's Traffic Index (Ll.). See
Table C' below
*Street
TABLE 7
7RAR7C INDEX DEP771
3.0 - 5.0 L2' (0.3m)
55-6.5 LY (0.45m)
70-8.0
95 W MORE 25' (0 t )
Backfil compacted to 909
relative compaction
+f f Upper limit of pine zone shall be 1.0'(0.3n)
abow top of pipe bell or the outside diameter
of plain end pipe.
i
�- Hounchmg
Pipe or conduit
4. Testing of bockfil materials shall be in accordance with the
tests listed in Section 6-3.01 of the Standard Spedficotion4
(or ASTM D1557, Method 'C') for trench width greater than 1.0' (0.3m).
If trench width is less than 1.0'(0.3n), bockNl with 2 sack slurry.
5. Compaction tests wil be required and shall be the respons-
nbiity of the Dewdoper / Subdivider / Contractor The number
and location of the tests shall be determined by the City
Engineer. The tests shall be in accordance with the tests
listed in Section 6-3.01 of the Standard Specifications, (or
ASTM D1557, Method C').
6. Each layer of back it materid shall meet the compaction,
sand equivalent and gradation requirements before the next
layer is placed.
7. For pavement patches within paled areas, see standard
drawing ST -12 in this design manual
TABLE 'A'
The following shall apply for trench widths:
PIPE
WIDTH
1N GREA7I=ST
TAMPING
CLASS I BEDDING
DIMENSION
4211
OR SLURRY
1.0'(0.3m) or less
1.0(0.3m) wider
4.0' (75mm) wider
4" SEWER LATERAL
both sides
both sides
1.0(0.30) up
1.0(0.3m) wider
6.0" (0.15m) wider
to 2.0 0 6m
both sides
botth sides
2.0'(0.6m) or more
1.5'(0.45m) wider
1.D'(D.3m) wider
both sides
both sides
v -
PUBLIC WORKS DIRECTOR: NICOLAS FIDLER R.C.E.
REVIEWED BY ASST. PUBLIC WORKS DIRECTOR ae
ENGINEER'S STATEMENT
FILENAME) ST-13REV
IMTE 1
STANDARD M,c
„Wu
TRENCH BACKFILL �CM
AND C❑MPACTI❑N SCALE
N. SHAW
REQUIREMENTS N.T.S.
SHEET Na
CRY OF BAKEF: SMLD ST -22
CALIFOFNA
PUBLIC WOWS DEPARTMENT
z) %-7 t
DATE
z--i7-zof(
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
SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
JAMES K. DELMARTERR.C.-E. 17564 DATE
SEWER
ESTIMATED QUANTITIES
SEWER MANHOLE
13
EA
CLEANOUT
2
EA
8" SEWER MAIN
4211
LF
6" SEWER MAIN
279
LF
4" SEWER LATERAL
2659
LF
TRACT
NO. 6865
PHASE
1 SOILS=
SANITATION==_
SEWER
& STORM
DRAIN
PLANSRA_��C^_
CIVIL .STRUCTURAL-
ENGINEERS _FouNDATnONs:_ = _
PavMd
DELMARTER AND ASSOC.
DAM, 11-20-15
fit@
"�
2019 %ESTNAND DRIVE STE. 'C' BAKERSFIELD, CA. 93301
No. 14091 B
PHONE 327-1486 FAX 327-1452
p�Wl;a BY:
J.K.D
-= 'LAND PL^"N�"G' SURVEYORS
= LAND LEVEIJNG
'PROPERTY LINE: SHEU1 OF 7
`��e�rnur•
APPR.
DRA N /M��/L Jho J/GG���ATEWAY
Lli
z
Q
J
zN
Q I-
�Ld
v=i
Lli
VJ
QED
LJ
I
I
I
DELNARTER & ASS
{ ( I 1 I 9 SUMP — SEE SHEET 2
oI I
Z
l
a I
n
L
X
WI
01
w
SEE OFFSITE _ !
SEWER PLANS I
I
I
I l
STORM DRAIN PIPE LENGTHS ARE CENTER
TO CENTER OF MANHOLES AND CENTER OF
MANHOLE TO INSIDE FACE OF CATCH BASIN
i
Of
0
z
R/W
i
Ld
LOT E
SPARKS STREET
1+00 2+00 3+00 4+00
in N00'25'13"E
5+00
in
6+00
I—
LL_I
Lil F —
r'K Lu
w
�co
Q=
t-
'<t W
( I V)
dor
0
3
1 1
LLJ
I i
1 !
5
{ } }
I # #
! } I
360
4 t !
# i ;
{ } }
} i
l
{
# S i
i ! #
# ! i
I } !
1 1 #
_
# #
{ ? i
i € i
} } }
I #
358-----------------------------
i # !
# t }
3 ! #
-__ -------356
�
N
f_ I
s I #
{ # !
# # #
a # i
356
1-
kO-
Z\�
z o
I
t 1 #
,L
>
{ t i
i p #
M
# 1 t Q
Q
354
354
# t F
(n
k",
# { W
# i }
MM
V /
4 k t n
# S
F
+
{ k # N
t
352
{ It
----------------
s
i I O
r
l } N
S # #
# ! #
k i i
# i i
!
+
3 i ;
32
i { e
__350_.___
E
._______....___�
{ { #
# E t
{ a #
348
S f !
t } i
S
# # {
;
# 1
k # I
k 1 I
i k !
{ i }
A
t 1 I
I i t
S I i
1 # #
'
346
I #
{
i
t
{
# } f
t E #
} # i
pip
o s
4 1 a
I !
a
a j }
t
i
# { t
44_...___
3441-----
#
PLUG !
i
1
1 #
-Z A
Zit n
{ I
SPARKS STREET
1+00 2+00 3+00 4+00
in N00'25'13"E
5+00
in
6+00
I—
LL_I
Lil F —
r'K Lu
w
�co
Q=
t-
'<t W
( I V)
dor
1 2
3
LLJ
4
5
6
a
{
# S i
i ! #
# ! i
I } !
_
# #
! � i
I
w o
DELMARTER & ASMI
�
N
f_ I
s I #
{ # !
# # #
a # i
NLu
1-
kO-
Z\�
z o
I
t 1 #
,L
>
Z Q®rn
M
# 1 #
! # #
j
} i
Q
354
#
! # {
k",
t # #
# I
MM
V /
f i
i
F
1 } #
# i
i f
W
WEST GUTTER PROFIL
s a
----------------
s
I i
r
5
# ! #
k i i
# i i
!
# !
# i a a
i
a ! i
32
350
o�Z
LOT F
# # #
# ! #
i # {
#
i
; # i
# 1
k # I
k 1 I
348
A
t
{
1
a .
I #
# { i
pip
o s
a
k
t
i
I
S89' 1+00 E 2+0
PLUG !
i
1
1 #
346
j { i
! 1 I
# I
I
I # #
!
3 1
RA ! a k
344..-____
I
t
! j
# # {
i t
i #
s ! i
! ! #
7A/1
{
#
4
i
1
0
#
# S
! F
# { €
0
# {
k
z
[ # I #
O
N
M
1
N
i
#
# I
# #
{ # }
.
f
r t
i
F
4 s
! i
F
{
1
t
s
i
#
# t
i i
£
a i
t
t
_
i
RAO
0.35% ;
#
`JI
i { 0.35% 1
#
1
1
INSTALL 292.b1 LF OF 8" PVC ?SEWER MAIN !
!
! INSTALL 307.99
LF OF 8" P4C SEWER MAIN
T_ N
12
LOT F
7+00
1—
I- to
LLJ
- J d-
i i I
i
# E
360
{
# S i
i ! #
# ! i
I } !
_
# #
! � i
I
w o
DELMARTER & ASMI
�
N
f_ I
s I #
{ # !
# # #
a # i
NLu
1-
kO-
Z\�
z o
356.___..
LJJ
,L
>
Z Q®rn
M
# 1 #
! # #
j
} i
Q
354
#
! # {
t # #
# I
MM
V /
Lu
�Z 2
1 } #
# i
i f
W
V)
----------------
1 # i
i # #
to
o0M
12
# ! #
k i i
# i i
!
# !
# i a a
i
a ! i
32
350
o�Z
LOT F
# # #
# ! #
i # {
#
# 1
k # I
k 1 I
348
A
5
R/W
pip
o s
SO pxg 15.42 LF 18" RCP ® 20.75% ;p
�iy o
S89' 1+00 E 2+0
0+00 Ox
SAMAN STREET
R/W
31 5 i A
I 11 LOT E
1—
W
LIJ
UJI
:Z
co
N�v
t1 �
0- LJ_I
(n U)
15'
7 0 1 2
NSTALL 45.25 LF
OF 24" RCP 1 #
STORM DRAIN I INSTALL 171.66 LF OF 24" RCP STORM DRAIN
p
NORTH GUTTER PROFIL
T� 0 t 64��`�
i # i ! �J• a #
E#
# # # i a 'Q•Lj 2 # I # # }
# ! # 1 t A`
m
E
coco
# # # }
a
k # k k # Z D ! (n
F
} ## # # 3 # #
0
% { p I N
to I # # { #
O # ..F t # # #
i i ( O
a
6 p Q`G 4 i 15.42 LF; 18" RCP
020.75% I { # # # 7
i
{ \
a S
0.34 #
! # # #
I } 1 E I 3 # #
!j
s # { { ! ! # # # # # # z
# M 4 t # # U
! i
4
1 �
I }
f # i
#
m
i
E ! k
# 1 # 1
SECTI ON # A— A
# i
+
I Z i ' I # ! # tz I ! # i N
i uj
f # O ➢ { I i V I a # I
# O
# ! M
t 1 + + # # 1
O ! f # 1
42\SAI�
\R. L Op
0.35% } ? I # #
# I TUB & PLUG
L
2}/� t
{ 't
1�1
'SJi i # i , i t I # —0.35% #
\�'
} # } t # E k t
i
i F
i {
#
INSTALL 211.91 LF
}OF 8" PVC SEWER! MAIN #
T
# I ? # # # I I
INSULL 100.01 LF OFi i
8" F,VC SEWER MAIN
oft
nawcom DRAVANG
r,?_Lof
4ES K
w Na 17564
Civil,
f OF' CAO
STUB & PLUG 8" PVC
5' EAST ® 0.35%
SCALES
HO RIZ :
VERT:
1')-501
1"= 2'
3
y !
{ 1 f
! ' s
# # 1
O
6
�QQ
f i
i i I
i
# E
360
{
# S i
i ! #
# ! i
I } !
# #
! � i
I
_358. -
s I #
{ # !
# # #
a # i
# # !
! i 1
# a i
# i !
# # I
356.___..
! ! #
a i �
# !
# # i
i ! }
# 1 #
! # #
j
} i
354
#
! # {
t # #
# I
#
# ! #
! 3 i
{ ! i
1 } #
# i
i f
352-----
----------------
1 # i
i # #
# ! #
k i i
# i i
!
# !
# i a a
i
a ! i
350
# # t
{ i #
# # #
# ! #
i # {
#
# 1
k # I
k 1 I
348
eTuls!&
PLUG !
i
1
1 #
346
j { i
! 1 I
# I
I
I # #
!
3 1
RA ! a k
344..-____
I
t
! j
# # {
i t
i #
s ! i
! ! #
7A/1
TRACT NO. 6885 PHASE 1
EXHIBIT "E" — SEWER & STORM DRAIN PLANS & PROFILES
DRAWN BY : J.K.D. DATE : 11-20-15
ELMARTER & ASSOC.
BY: 4�rr� /YI�(jd4
JAMES K. DELMARTER
R.C.E.. 564 q
DATE: OCA
SPARKS STREET
SAMAN STREET
W -y_
-A SHEET 3
iVITA11�1�
HYDRAULICS�:-_
CIVIL STRUCNRAL= OF 7
ENGINEERS arrr�
DELMARTER & ASSOC.
2019 WESTPAND DRIVE STE 'C' BAKERSFIELD, CA. 93301
PHONE 327-1486 FAX 327-1452
l.2-t�8,�5� /
JOB NO. 14091 B
STORM DRAIN PIPE LENGTHS ARE CENTER
TO CENTER OF MANHOLES AND CENTER OF
MANHOLE TO INSIDE FACE OF CATCH BASIN
2 3 4 5 6
j 3 .
INSTALL 157.25 LF OF 30" RCR STORM DRAIN -il i INSTALL 272.25 LF OF 24" RCP STORM DRAIN
f s �
3601"
1 i COQ i EAST GUTTER PROFILE 3 t
} ' E
I ! f t # # } f
4 }
I s i i
# � t
358
M
E i
f # }
#
d
356 z f } # # # f # f
f =Z } (n } # i i # 0
E F 6 0 f f f # N # 5 f 0
# f U # f i f Z i #
# Z '• 0 l i Z i f V
O # # ?
f U # O i O 1 1 1 ? f
fto t ! U } ! 0 1 1 's m
O f
t
0
0 # +
354 1 �' + ! 1 N ! } _.' `°
_._._._._._._.___- .__--.----_._�___.___._.....Q>. _f N...___.__-.__!__........__....__._..__.__.i--.____-N-._.--_.._.._...---_a________ ¢m.._i .._.--._.._.__..- `
# I M
f ! # #
E 3
_352____._
0.38% {
350
__ _ __ff.__--..._..._..._._.--..._....._....._...._.._..----.._.._._....__-__3
f
f
{ f 3
i
s
f ! E f
} f f
d
i } #
f f f
348
0 3A
} S i 1• � } # } f # f
i #
f I #
# 3
#
I
f #
346
S
344 E I I INSTALL 280.00 LF OF 8" PVC! SEWER MAIN # t INSTALL 130.00 LF OF 8" PVC SEWER MAIN
E ! # # f 1 f
1 ( t # 1 f t I I
# F
>rr
D
Ld
>
QF-
LLJ
Q W
[� V)
Lli
< W
UV)
23.42 LF 18" RCP 0 2.05%
U-)
1+00 1+00 1+40.00 - 2+00 2+80.
t- f-
2
I 13.42 LF 18" RCP 0 3.58% S� 39
W
D
z
w
Q
L_I_
o `c
VL -
W L`
fy LL
(l
0
Uu
23.42 LF 18" RCP 0 2.73%
(rf�
3+00 4+00
1 N00'28'32"E 5+00 5+
T -
1xti°? 13.42 LF 18" RCP 0 2.919., ALMAGRO STREET
wail
aoll
!0-
W
ZJ�
zJ
0
01-
,yyZj (\y, m
W L\M
D®M
O®M
.;err
-to mr
M M
M "to
\�Z
\NZ
m�
NmW
V:2
CU
+QO
+QO
NUZ
MUZ
z
w
w
Ld
Q
Z
N
QJd
Q
z
W
>
LdwoM
ry
Q
Q
o
t°
'-
N
Q
v
WZOO
��
W
W
o�
o®00
Ory
QW//'��
<t
W
od
ri M
0
W
Q
UN
<Zz
UV)cn
W
gym\
(_
n
n_
n
N
5'
-T
5'
04
+ <O
5'
5'
MUZ
SEE SHEET 2
RAW
I
Ik
o
13.42 LF 18" RCP 0 31.07%
E S TA VE Z
STREETXti����
6`'
2+00.0 0
3+00
4+00
4+80.00
5+00
6+00
7+00
NOO'28'32"E
7+60.00
8+00
IV
?Xp
41,y S90
yoo
yooX
6+20.00
(
'Xs
M'S'
74
p
23.42 LF 30" RCP 0 0.12%
I><X
bx
,Spp
M
R/W
ao�
C3 --0 o
co
M
+
+ a
( +
+
+
40.15 LF 30" RCP 0 7.42%A
�
t° #�-
5'
!
'o
r
r
-
d
5'
c-
N
9
SUMP -
SEE SHEET 2
10
11
12
SEE SHEET 2
00
O
W
U)
U)
W
<T
W O If
T<
nn
n
n
U JO
Zoo
z
W
W
0-0,M ®
,
<
=
N O
M -w
r7 -kM
'<C
Ld
W
V)�
<Z
to M
N
MHO_
MUZ
STORM DRAIN PIPE LENGTHS ARE CENTER
TO CENTER OF MANHOLES AND CENTER OF
MANHOLE TO INSIDE FACE OF CATCH BASIN
2 3 4 5 6
j 3 .
INSTALL 157.25 LF OF 30" RCR STORM DRAIN -il i INSTALL 272.25 LF OF 24" RCP STORM DRAIN
f s �
3601"
1 i COQ i EAST GUTTER PROFILE 3 t
} ' E
I ! f t # # } f
4 }
I s i i
# � t
358
M
E i
f # }
#
d
356 z f } # # # f # f
f =Z } (n } # i i # 0
E F 6 0 f f f # N # 5 f 0
# f U # f i f Z i #
# Z '• 0 l i Z i f V
O # # ?
f U # O i O 1 1 1 ? f
fto t ! U } ! 0 1 1 's m
O f
t
0
0 # +
354 1 �' + ! 1 N ! } _.' `°
_._._._._._._.___- .__--.----_._�___.___._.....Q>. _f N...___.__-.__!__........__....__._..__.__.i--.____-N-._.--_.._.._...---_a________ ¢m.._i .._.--._.._.__..- `
# I M
f ! # #
E 3
_352____._
0.38% {
350
__ _ __ff.__--..._..._..._._.--..._....._....._...._.._..----.._.._._....__-__3
f
f
{ f 3
i
s
f ! E f
} f f
d
i } #
f f f
348
0 3A
} S i 1• � } # } f # f
i #
f I #
# 3
#
I
f #
346
S
344 E I I INSTALL 280.00 LF OF 8" PVC! SEWER MAIN # t INSTALL 130.00 LF OF 8" PVC SEWER MAIN
E ! # # f 1 f
1 ( t # 1 f t I I
# F
>rr
D
Ld
>
QF-
LLJ
Q W
[� V)
Lli
< W
UV)
23.42 LF 18" RCP 0 2.05%
U-)
1+00 1+00 1+40.00 - 2+00 2+80.
t- f-
2
I 13.42 LF 18" RCP 0 3.58% S� 39
W
D
z
w
Q
L_I_
o `c
VL -
W L`
fy LL
(l
0
Uu
23.42 LF 18" RCP 0 2.73%
(rf�
3+00 4+00
1 N00'28'32"E 5+00 5+
T -
1xti°? 13.42 LF 18" RCP 0 2.919., ALMAGRO STREET
wail
aoll
!0-
ZJ�
zJ
0
01-
,yyZj (\y, m
W L\M
D®M
O®M
.;err
-to mr
M M
M "to
\�Z
\NZ
m�
NmW
V:2
CU
+QO
+QO
NUZ
MUZ
w
u �-5'
S C ALE S
HORIZ: 1"=50'
VERT: 1"= 2'
7 8 0 1 2 3 4 5
INSTALL 80.50 L�
�01`197111
4--10 OF 24" RCP IINSTALL 244.75 LF 24" RCP STORMI DRAIN ! ! STORM DRAIN ! ! INSTALL 244.75 LF 24" RCP STORM DRAIN # I---_..._._..... 360
oLA
J
s
1 �
# k
'r 0 f f
0 0 I # E 0
# I h
A 4 � ^
-fig h f 9 358
._ -------- EASff-GUTTER-PROF}-----------------------
n
--_--_-_----_-_-_---
'� '� E '��
Lo qh
co 3 f # f f
co
OD ! r m ! # # ! � E I m E � f U
= ! # g } f I i E cn f m #4
.__. ' ( _ ! . # ` ! . a I _ __ _._ I o i f I 1 Z 0 # � i w 356
f s Z} fm f m r i m S f ! ! f f m # 1 f } i ( f 0 O f m } w
_I__ _ _ __OT _ _ _.�o_ _� _ _ _�_ __ _ ___ T_____._____ -11-
in ___I__-
z 1 t vs t~/> O m 1 0 N # f # } � t # Z f f I ( o Q- I w z
O # I wl I IZi to i } 1 E } i i Z 3 ! O f ? E ! tL U m I
00 f pf fW ! QIL)i O ? Q Z f # ! f f t to f 3 1 f ! + O I J �` I
in
N } f at #O I w # w OU ! } ? # # n # } O f I 1 } %%�3a m Z h�," f Z
i i i 01 IM f p # p f ! ! of ! # N f f ( #
I w1 }o �S ! �, # y �� $ f f 3 ; M # ! + i ! I f s' y�. z , 354
O
! o # ! } \to
i Z ! Z \ o ! 3 ? 1 ! N 0 # Ova
_f_ _...-_.______._i__________. __w _ _-------__ .__f°D.__.. J �j_S_ �_ b c .-_� 0 #_____ __.____�._ __.______..-__ _ _.___.___. #___ .__.__ _ ._ i__ ___.__ __L#____ ____1.___________.L� __ __ �___ _ IrOam# ��'' OO2 f i0 f # f #�, i Ji f 0.37 353.24'INV
# #
:31 1 f \e\a f # # i i J # \� # i - BO OM
! t
Of ��,• 00"� f f i �\ !� + } i \ 0.16% # f 1 # 15.42 LF 18" ICP ! #
00.11%
# i
23.42 LF 1 RCP } } # 0.31% j f E i f t E ! 23.42 L?F 18" RCP
a. 13.+2 LF 18" RCP \ 13.42 LF 18" RC
.�'o
02.05% t # f ! ! ! i 9 ! ! 0 2.73 #
0 .58%
4Y 0 2.91
, ,
\• 1 f � f
352
a Z SECTION A; A o LECTION O -B
! i OI f 1 } r6G f
01
f +� 350
r•
E
00 i T' # i i p� # i
Q
i
{
___________f_____________________ ____34.8__. _
# # lG � �• c� 3 f # # t 1 i i # f i 1 R t ? j i
f
e�•�_._-_._._.._____ �.____ ______ ,_-_________.r.�..______.._______._.�____.___.____.,__---._______._.____________ 346___
1 1� ! f f I 1 E f E t f f $ # 1 } f
f # iI i # i t # i I I ! f 4 } # f f
f # i ! f } , I I # f
f ! f I f�
t # # INSTALL 48.00 IF
€ i f OF 6" PVC i # i i f E I I t f i # i # f ! f
INSTALL 140.00 LF OF 8" PVC SEWER MAIN f I SEWER MAIN f ( t t } t # # 3 # # i t I t € ! !
344
I t I I i
TRACT NO. 8885 PHASE 1
EXHIBIT "E" - SEWER & STORM DRAIN PLANS & PROFILES
rk Ira Alb
ficuo L)
-RD 'RAM14rx
QRpfESS/pa, DRAWN BY J.K.D. DATE 11-20-15
h��F��S Y,. Df1 �9�1 �yc'
S K. L �� y ELMARTER & ASSOC.
DATE
/ a Na 17564 rn
• rd 2 ''��� * * BY: & 99 vt �p
JAMES K. DELMARTER
kp�4c1viv �a`P R.C.E.. 7564
TF OF cm -0 � � ...7-�
DATE:
ESTAVEZ STREET
ALMAGRO STREET
SHEET 4
APIITATIOPt- .
CIVILHYDRAUUCS --- OF 7
STRUCiURA_L---==
ENGINEERS
DELMARTER & ASSOC.
2019 WESTIMND DRIVE STE 'C' BAKERSFlEID, CA 93301
PHONE 327-1486 FAX 327-1452
/• 2 - 6AA&9F4
='ND PLANNING:
_-LASURVEYORS
JOB NO. 14091 B
c
'28"E
Li
w
0�
w
� w
:E
LJ w
J w
Q �
15-
M,
DELMARTER & ASSaC.
73 72 71 70 69 68 67 66 65 64 63 62
to N � N tp M oD 0)O O N n
+ + + +
CANDIA AVENUE
7+00
4
W
W
c`v cop� R/W to
+ + + +
to
+
Q
Q
_=
co
n
n 74
INSTALL LATERALS TO
00
�5.
'28"E
Li
w
0�
w
� w
:E
LJ w
J w
Q �
15-
M,
DELMARTER & ASSaC.
73 72 71 70 69 68 67 66 65 64 63 62
to N � N tp M oD 0)O O N n
+ + + +
CANDIA AVENUE
7+00
STORM DRAIN PIPE LENGTHS ARE CENTER
TO CENTER OF MANHOLES AND CENTER OF
MANHOLE TO INSIDE FACE OF CATCH BASIN
3
4
5
c`v cop� R/W to
+ + + +
to
+
rn ul m R/W Lo M to to
i + + + + + +
a In co
co
9
ti 0o rn rn O O
INSTALL LATERALS TO
�5.
4 FUTURE LOTS
2 3 4 5 6 7 8
w�
W
W
w
w
07
U)
�
U)
<C
Q
=
Z
Q?
n
n-
qw
w
w
STORM DRAIN PIPE LENGTHS ARE CENTER
TO CENTER OF MANHOLES AND CENTER OF
MANHOLE TO INSIDE FACE OF CATCH BASIN
3
4
5
6
7
8
9
10
i INSTALL
238.20 rF 24" RCP STORM DRAIN
?
#
$
#
INSTALL 556.31 LF 130" RCP STORM DI
# �'
.y60� t�
5 }
€
i
t
€ i
€
i
!
N
4j9•��3
1xmil;
358
f
S
I
# t0
1
d
F-
i
i
i t
1 i
_._._356_
i €
xi
€
_�
I�=
..€�
N
_�_..__�I�._.._.._....._�
0
{ !
Zi
o
m
#
I
#
i I
# €
0i
Oi
! I—
# (n
1 1
I !
O 1 1
O t 's
d
M
#
#
#
#
€
€
Z#
01 #
#
€
# ;
o!
I Z
i f
€ I
+
}
4
1
:
01 #
i
€
#
U)Oi 1 #
t
i
#
r+ii
354
__._.
�
_____ __---__.___ _____
_.�___,____._
____.____-
--
t
1 s
1
� #
{ t
I
#
#
i
#
t
(.��•
t
z
€
�l
s
352
6
#
€
7
i
f
# I
#
-0.127
;
} t
€
1!
`1'009,'
#
€
?
#
i
#
} !
i
# i
o
€
i
L 8
.
350
# #
€
i
!
.35, -'0
i
€
#
t
'��T3• �
i
348
# €
t
k
( i #
i
i
i
1
s
I
i
#
f
t
INSTALL 183.00 LF OF
6" PVC SEWER MAIN
#
INSTALL
364t00 LF OF
8" PVC SEWER MAIN
T
T
#
!
OF8"PVC S
F --
w
w
af
U)
N
w w
> _
Q�
F—
81 w
m
7534 DATE O-Zoom-M."Im 1- 1-2
DELMARTER & ASSOC
w
z
Q
Q
Z N
Q F-
w
w
Q Luw
I0
Z
Lo R/W
c �0
I`� VEGA STREET
0+00 1+00
m 0x3 -T S00'28'32"W
v �y 00
to .n
z
I I a
N R/W
W
38'
SCALES
HORIZ: 1"=50'
VERT: 1"= 2'
13 0 1 2
# t k # ! ! k t #
! ! } ! I ! INSTALL 172.00 LF 18" RCR STORM DRAIN t I ! k
! t 1
It 1 t ! 3 1 ! 1 1 #
EAST GUTTER
UTTE#! R PROFILE
3_6_0
._--------!------------
00
____ _.__-
00 1_.___.____- _
3 !
# !z i! ? k 358
! i € ! ? i
! ! t 00
{ + ! 1 t ! ! #
356
1 i
10 i 1
Z to # i 6 10 { !
Z k ! ) } 10 ! 1
OU 0 ! ! E # ! # !� I !
U
N
04 M ; # ! ! I N I !
i N
o) 0 i # ! 1 ! k ! i 354
_— _i
cq
1 # ! } ! 43 ! ? E k
! #
f
1
O
i
t � i
i t i
1 # !
.._ _ ._ 352
s €
! 3
# k
350
e
i
_
# ! ! # 1 t ! k !
t ! ! 1 # ! I c !
1
!
! t
348
LL ------------
b,
, t t t # ! ! t
346
t
! E € t t # ! # 1
! # ! f # f t ! k !
TRACT NO. 8885 PHASE 1
EXHIBIT "E" - SEWER & STORM DRAIN PLANS & PROFILES
SHEET 5
DRAWN BY: J.K.D. DATE 11-20-15 sAN-ITnno��_
ok o� CIVIL "' nuucS _ OF 7
Of ESS/
STRUCTi1RA�_
ELM ARTER & ASSOC. CANDIA AVENUE ENGINEERS
DELMARTER & ASSOC.
ui No. t7 VEGA STREET 2019 VYESTVAND DRIVE STE 'C' BAKERSFlELD, CA. 93301
BY: PHONE 327-1486 FAX 327-1452
\sr JAMES K. DELMARTER -LAND. PLANNING SURVEYORS
CIVI%- F%. %.l. 17564 - - --
f CAI. ����C�
DATE:
JOB NO. 14091 8
DELMARTER & ASSOC
F--
W
Lli F- W
W D
F— DELMARTER & ASSOC. W Z
(n �— Lli>
Ld
W WF
W w Q
(� U) > _
_jw Qu uj QV) c/) U)
< 0 Ww
�
n n 46 45 44 43 42 41 40 39 38 37 36
W QQ Q
��
I 35 34 33
CA CNI
..--N co
1 O _
r
M fi#I€y#;f 1F ! } Lj i € fi;{iJ; t€ i J ##}I d�' Ij}IJj#} }? i € J; J }1 i #Jt i€J 3� •L[�'�M
`�
1 II
i s
15y_'
+ ro O + �0) O N N M +� � 5'
R/W 5'
Q __
_.___ij€J`J1�•�! ## #` ? iJ{ 1j i J �i�} #J#Ti
_
Rn/W
1 °in N'00 5y' IxO#2 �
1+00 12+0 13+00 14+00 15+00 -U-) PIZARRO STREET
6 00 0+00 1+45.007+66.59 8+61.59 N8931'28'W 0NOO'28'32E 1+00
CORREGIDORA AVENUE o5' C, O
co a—
co co C4 m Lo CA Go
O + + }+ � Rco N to O co N to R/W aOM
c"I+ +N
a.
47 48 49 50 51 52 53 54 55 56 57 58 59 60
W 13 14
J J
(1(I)N
U) (� W W
Q Q V)
)
_F = Q Q
n n = =
Z QUCL
\X�
°O
`
S
€#t
Jtt
S#€ H
}C4
!
It
'i
=a
_!r
i?!€
€€
Y
A_cA_n__LI,_R_
LCA§a_,_
= E_
S
HORIZ:_
_
1))=50' )=50'
7 8 9 10 VERT: 1 2_
-
'
14 15 16 17 2
—7-
360
SOUTH GUtMR PROFILE EAST GTR PROFILE
------------
------------
356 ______________________r__________ ______ 356
354 1 1 _
O
Z_._.___354 -----------.-___._.
O
ONp O + Ilk OO O ----------352
a
350 IV -
-0.35 0.35
348
348
-0.35%
INSTALL 24
__ _____ NTALL 335.00 LF OF 8" PVC SEWER!MAIN000 LF OF 8" PVC SEWER MAIN INSTALL 160.00 LF OF 8" PVO SEWEMAIN
------------
JINSTALL 33&.09 LF OF 8" PVC SEWR MAIN---_____________.______TRACT NO. 6865 PHASE 1
EXHIBIT "E" SEWER & STORM DRAIN PLANS & PROFILES
ECOMID
DRA1,70,10
00, eROfESS/pDRAWN BY: J.K.D. DATE 11-20-15 SHEET 6
OF 7
C3 yCIVIL
ENGINEERS & ASSOC. CORREGIDORA AVENUEWNa ,m DELMARTER 8ASSOC.#jam BY: PIZARR0 STREET 2019 WESTWND DRIVE STE -C- BAKERSFlED, CA 930,
it
PHONE 327-1486 FAX 327-42 `opa0 G°
,04i !w!AU
EC'
TI
L
J�K
JAMES K. DELMARTER
�19T civil- �~� R.C.E.. 7564- L—AND P€A—""€-"� SURVEYORS
F OF CAI�tiQ�
DATE: oC /`Z - ') /► l4,
PROPERTY UNE:
_
susoiws�oa
1.2.60UP$,fj� -=oRAFnac: JOB N0. 14091 B
F—
w
F_ w
rry ry
O
U N
F --w
w z >
w _ O <C
a }� Q J DELMARTER & A F—
O F_
i- °D g(n o II Q w
N 010 1-- N
c— z�0 O I,_0-10
o W W oF- Lli
o =QL,m ®N W W � fy
�� �
V!I ri M N L�.I `� Q Q
2 —w S S
Q �ZM
S S �- `� �Z Z L,_
18 �mU- 17 16 15 ^� N
a n RM N m - `� M NSTALL 48.00 LF
Ni INSTALL 48.00 LF u�
+ < o t° o � ,� 2 OF 6" PVC SEWER M 2 OF 6" PVC SEWER
ao U z N o + a o MAIN ®1% &PLUG MAIN ® 1% & PLUG
N� + + +00 00 a 5, �UzA R
SEE SHEET 4
�x
h
Goo 13.42 LF 18" RCP 00-11. ��9 .42 LF 18" RCP ®1.12%
5'-
13S
x �. 5•Z� 16+65.45 tF
7+69.9 +60_95 O9+00 10+00 10+75.02 11+00 �N12+00 13+00 13+71.02 14+00 15+00 16+00 8+00 59 N89'3128"WN893128"W 1
I�, � x�O ry� �xA� SALAZAR AVENUE toSALAZAR (AVENUE L � �� NRAW O rM N nM _THASE 2
o co
+ + + O O + N N M M d d- + + d
n 5 .- � co �
0, PHASE 1
2
INSTALL
LATERALS TO 19 �( 20 21 22 23 24 25 26 27 28 29 30 31 32
w
W W
� 07 V
Q Q O�
S S ryW
n— n Q
QLd
V)
S C ALE S
HORIZ: 1"=50'
VERT: 1" = 2'
STORM DRAIN PIPE LENGTHS ARE CENTER
TO CENTER OF MANHOLES AND CENTER OF
MANHOLE TO INSIDE FACE OF CATCH BASIN
7 8 9 10 11 12 13 14 15 16 17
! i
I INSTA' 100.95 LF OF #
i € INSTALL'249.32 LF 18 RCP STORM DRAIN
18" R P STORM DRAIN � , � i_..____..____..__._.i____....__.___..__t.____.--_.__.--_.--=-_--
_._-- •----- _-_ I i i � s ; i 1 # i { i t 4 � � I i ? # ! # i I I
1 i i
} _; I I 360
'COe
^�� Q �� #
} i .�O I I
; f I
��OQ ��
SC(UTH GUTTER PROf}iLE _ -_____-----------------
T_5$__
358 __ t ______. ____.____i_._________-;__-_ ________�.___.______i_.______.__-.__ # � ;! #
qk
E i i ; 1 1
w = # t
' I q t ! # ! Z O I I
ro ! ! I ! l i } Z ! 1 ! I i I W I
j i O } I 1 i ) Z 356
Z i i ! ! t U i o a _ !_ _______1------------------------
_p_--___- ____
t S O _
�, - _____+ Z I a _ I o 3 ; ui
Z
Xx
I O _ I O i # }[j ! i { ! til t ? i i ) 1 p ! I S3 # Z ! 1
Lf)
i }n y t + /
i f + I rn i i 1 h' ya i- i i
€ i co h i i h J f i # 1 !
i !
N �! } i- 4�� �V i e # ! # j i i I i #-
I ! + , �� �� r # ! \ , i ! , W { f I 354
\� 3 # _ ___-__ -® _- - h ___ -------------i ----------
0.11% _ i _____.____. { ___._________ __._______. _._____..__ ____ _.___ ____--.___-- — _____-----.____._____ ____..______ _ 18 RCP
_ .. t � ;� ,- � -1 ! EF I
} � 13.42 i
------- ! !% TUB ;PLUG X^� ? € 1 O
! 1 I ! 1 I 2 z I ! t i d }
SECTION A- A
Z I N ! i i I } , 352 __.
, o : # i _________ ____ _ ___ __ _.________ __________�---------------------------------
in
--------._ __--
! r
352 } ___.___..___ ' __-_-____ ____�._._._____.-__I N -- _- __ _ , _ �- i i z - -
...__._....__... _i,._...._.._..__._..._..._�__ .�...._._ O i ! { + } ? i I i O ! s I
to
i 3 # i ( i # } i �
350
__.__.__.__..____
-0. 5%
S
348
- i -x.359; ;
.._ _ _. ._ _ __ _ ._. { _ _ _ _ __ _. _1__ _ _ _ _ __. _ .._ _. __ __. .- i pct
_ __. _{._.___...____...,..___i...___......____._ �..,_...____.__.._.__...._;._,._.__.._.__,.-... ._�.._ } i i I i I 1 } ! { 'y
-0.359;
, ' ___.____—___ 346____
# i ! INSTALL 296.00 LF OF 8" PVC SEWER MAIN I _, -_,
? ! ' INSTALL 360.02 LF OFt8' PVC SEWER MAIN # t +__i �__--._.._r___-�-
346 - 1 !
INSTALL 294.43`LF OF 8" PVC SEWER MAIN _
TRACT NO. 6885 PHASE 1
EXHIBIT"E" — SEWER & STORM DRAIN PLANS & PROFILES
C.A.RD .11AVVr G_s°' = _:=
'=AIyLTnnorr.__ _ SHEET 7
QgoFESS/paq DRAWN BY J.K.D. DATE 9-09-15 HYDRAULJCS _= OF 7
CIVIL STRUCTURAL=
5�' °���9`�° SALAZAR AVENUE ENGINEERS
���'y� D CHARTER & ASSOC.
SES K. D ER DELMARTER 8e ASSOC.
,�w}��i �t# / w No. 17564 rn 2019 WESTWND DRIVE STE 'C' BAKERSFlELD, CA. 93301
'RCE#1 i 5'6 4 DATE �'� �"!� * * BY: PHONE 327-1486 FAX 327-1452
JAMES K. DELMARTER—_LAriD PL,wNING: SURVEYORS
s� CIV► �`� R.C.E.:V564 ==D --N° t v�L�Nc
9rF OF Cp``F�� IZ . it.. FR_ . nfiSiON
DATE: ------ JOB NO. 14091 8