HomeMy WebLinkAbout1.2-6874 Ph 1 & 2E IA
17.-R-W10TES.,
SEC. 1.3.1 CLEANING:
PRIOR TO THE ACCEPTANCE OF ANY SEWER LINE BY THE CITY, THE
CONTRACTOR SHALL CLEAN ALL LINES NTH A WAYNE-TYPE SEWER CLEANINC
BALL UNDER HYDROSTA11C 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 CONSTRUC11ON WORK IS
COMPLETED, UP TO BUT NOT INCLUDING THE FINAL PAVING. THE SYSTEM
WILL BE INSPECTED AFTER FINAL PAVING IS COMPLETED AND ANY DAMAGE
TO THE SYSTEM DURING FINAL PAVING AND CLEANUP WILL BE CORRECTED
BEFORE APPROVAL.
SEC. 1.3.2 TESTING:
1.3.2.1 MANDREL TEST OF ABS AND PVC PIPE.
FOLLOWING THE PLACEMENT AND DENSIFICA11ON OF BACKFILL, AND PRIOR
TO THE PLACING OF PERMANENT PAVEMENT, ALL MAIN LINE PIPE SHALL
BE CLEANED AND THEN MANDRELLED TO MEASURE FOR OBSTRUCTIONS
(DEFLECTIONS, JOINT OFFSETS AND LATERAL PIPE INTRUSIONS). A
RIGID MANDREL, WITH A CIRCULAR CROSS SECTION CERTIFIED AS HAVING
A DIAMETER CONFORMING TO THE TABLE BELOW, SHALL BE PUH ED
THROUGH THE PIPE BY HAND. THE MINIMUM LENGTH OF THE CIRCULAR
PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF
THE PIPE. THE MANDREL SHALL HAVE AN ODD NUMBER OF RIBS, NUMBERING
NO LESS THAN NINE (9), SPACED EVENLY AROUND THE MANDREL.
IF PIPE DOES NOT MEET MANDREL TEST VIBRATORY MEANS OF CORRECT-
ING IS ALLOWED PROVIDED PIPE HAS NOT BEEN CRUSHED AND VIBRATORY
METHOD WILL NOT DISRUPT ADJACENT PROPERTY.
MANDREL TABLE
5.47
7.27
9.07
1.3.2.2 PRESSURE TEST -
PRIOR TO FINAL APPROVAL ALL SEWER LINES SHAH BE TESTED FOR
LEAKAGE BY STANDARD HYDROSTA11C 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)
SEC. 1.4.1 GENERAL:
ALL MATERIAL THAT IS TO BECOME A PERMANENT PART OF ANY SANITARY
SEWER OR APPURTENANT STRUCTURE, SHALL CONFORM TO THE REQUIREMENTS
FOR THE PAR11CULAR MATERIAL AS SET FORTH IN THESE SPECIFICATIONS.
THE CONTRACTOR SHALL SUPPLY ANY AND ALL CERTIFICATES OF
COMPLIANCE, CERTIFIED TESTS RESULTS OR SHALL PERFORM TESTS AS
REQUIRED TO ASSURE THE CITY ENGINEER THAT THE MATERIAL BEING
INCORPORATED INTO THE WORK HAS MET THE REQUIREMENTS AS SPECIFIED.
REQUESTS TO USE MATERIALS NOT LISTED IN THESE STANDARDS SHALL
REQUIRE SPECIAL CONSIDERATION AND APPROVAL OF THE CITY ENGINEER.
SEC. 1.4.2 PIPE AND CONDUITS:
ALL PIPE OR CONDUITS SHALL BE OF THE SIZE, MATERIAL AND STRENGTH
AS SHOWN ON THE PLANS. ALL PIPE AND FITTINGS SHALL BE MARKED
OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND
STRENGTH OR CLASS OF PIPE. ALL PIPE SHAH BE DESIGNED TO WITH-
STAND ALL INTERNAL OR EXTERNAL LOADS APPLIED. SUPPORTING STRENGTH
OF CONDUITS AS INSTALLED TO SAFELY CARRY IMPOSED GRAVITY LOADS AND
SUPERIMPOSED LOADS (INCLUDING A SUITABLE FACTOR OF SAFETY) SHALL
BE DETERMINED BY USE OF MARSTON FORMULA AS PER CHAPTER IX
(STRUCTURAL REQUIREMENTS) ASCE MANUAL OF ENGINEERING PRAC110E NO.
37. ALL PIPE OR CONDUITS SHALL BE OF THE SAME MATERIALS BETWEEN
STRUCTURES.
1.4.2.1 VITRIFIED CLAY PIPE (VCP)
A. MATERIALS: THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH
VITRIFIED CLAY CONFORMING TO CURRENT ASTM DESIGNATION C-700,
AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF
THE CURRENT ASTM DESIGNA11ON C-12.
B. JOINTS:
(1) THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A
SPIGOT END NTH COMPRESSION JOINTS CONFORMING WITH THE
CURRENT ASTM DESIGNATION C-425.
(2) THE PIPE AND FITTINGS FOR 6", 8 10", AND 12" SANITARY
SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS
CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425,
EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFAC-
TURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR
"MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED
EQUAL, SHALL BE REQUIRED.
(3) THE PIPE AND FITTINGS FOR PRIVATE SANITARY HOUSE SEWER
OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION
COUPLING CONFORMING WITH THE CURRENT ASTM DESIGNATION
C-425, (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED).
1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC)
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF
ASTM SPECIFICATION D3034 FOR SDR35. PIPE AND FITTINGS SHALL
BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES,
FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL
BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW
PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
I
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF
JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS
APPROVED BY THE CITY OF BAKERSFIELD.
C. INSTALLATION: PIPE AND FITTING SHOULD BE INSTALLED IN
ACCORDANCE WITH ASTM D2321. ONLY CLASS 1, 11, 111, EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.......
E.
J
No. 35473
9/30/07
CIV113
06/5/07
Drawing File: FSEW6874
1.4.2.3 ACRYLONI TRILE-BU TTADIENE- STYRENE PIPE (ABS)
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF
ASTM SPECIFICA11ONS D2680 AND D2751. PIPE AND FITTINGS SHALL
BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES,
FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL
BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW
PIPELINES; CUT -IN FIT`TINGS ARE NOT PERMITTED.
B. JOINTS: USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF
JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE
COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN
ACCORDANCE NTH ASTM D2321. ONLY CLASS 1, 11, 111, EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
1.4.2.4 SYSTEM TESTING:
INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3,
WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO
THE CITY OF BAKERSFIELD. 24 HOUR NOTICE SHALL BE REQUIRED FOR TEST
AND INSPECTION.
1.4.2.5 LATERALS AND STUBS:
A. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE
PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON
PLANS. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED
AT PROPERTY LINE.
B. WYE FITTINGS SHALL BE IN-LINE TYPE AND SHALL BE USED FOR ALL
LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23
DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE
CENTERLINE OF THE MAIN.
C. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG
SOLVENT WELDED.
1.4.2.6 BACKFILL, COMPACTION AND PAVEMENT PATCHES:
BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH CITY OF
BAKERSFIELD STANDARD DRAWING ST -13 ALL EXIS11NG PAVEMENT AND
SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -6.
1.4.2.7 EXISTING FACILITIES:
ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER,
FENCING, ETC.), THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER.
SEC. 1. 4.3 MANHOLES AND CLEANOUTS (LAMPHOI ES):
ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE NTH CITY OF
BAKERSFIELD STANDARD DRAWINGS S-7 AND S-8 AND SEC11ON 70-1.02H
AND 71-1.07 OF THE STANDARD SPECIFICA11ONS OF THE STATE OF
CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION.
ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF
BAKERSFIELD STANDARD DRAWING S-20.
IEC 1. 4.4 STANDARD FOR SEPARA11ON OF WATER AND SEWER LINES:
1.4.4.1 WATER LINES SHALL BE LAID IN SEPARATE TRENCHES AS FAR AS POSSIBLE
FROM NEARBY SEWER LINES. A MINIMUM HORIZONTAL SEPARATION OF TEN
(10) FEET IS REQUIRED.
1.4.4.2 WATER LINES SHALL BE LAID AT A HIGHER ELEVA11ON THAN NEARBY
c I ITY OF
B 'AK
ERSFIELD
101� k I I
A JF A x I I I
1 1. 1 00 1 1
ul 'ASES
I mr'� A IN 6874 Pm 1 2
r N I
CoikASTR1114p
E WE
% I N
A
f N I L It
S T
I A
D r
1,F %I
Fr___'�'L A L
I
L I
I
A I N
1`--�
I I I I FILES...
L.) rl\u
.101
lir �
L
TOP OF CONCRETE MONUMENT ATCA
INTERSEC11ON OF S11NE ROAD AND
McKEE ROAD
ELEV. 350.39
U.S.G.S. DATUM
ORDER IN VMICH PHASES
iMLL BE CONSTRUCTED.
5
4C
a ,
W
its
Em
A I
UPPER LIMIT OF PIPE ZONE
SHALL BE TWELVE (12)
INCHES ABOVE TOP OF PIPE'BELL
OR THE OUTSIDE
DIAMETER OF PLAIN END PIPE.
PIPE ZONE, BACKFILL COMPACTED
TO 90% RELA11VE COMPACTION
NOTE -. PHASES 1 AND 2 SEWER AND STORM DRAI Ar- X 3,0 7 3 gxp, 9-130-17 PIPE OR
CONDUIT
TO BE CONSTRUCTED SIMULTANEOUSLY
J9,V ISI,0.4i Av- STANDARD TRENCH DETAIL ST 22
RENCH MARK USED.
TOP OF BRASS DISC. AT THE SE COR.
OF SEC. 34 30/27 PER KCSFP,715
PAGE 58 VER BATUM
A
a 1W A
NO #
vp
#
# #
IN111111M no -
A -9
# #
k A
# 0 # IMAM
Alma
I # A
#
A
# 6 ip 9
#
# # # WI L 0,
v v v, v
# #
#
#
IF v
a wr*, It k p
NI'll-
IF
I too I #
0 m NO :4 MaLkyj I
U.S.G.S. DATUM
IKLNV#M t$At;KV1LL ANV UVMrACpIHIVN
REQUIREMENTS N.T.S.
3,t 179
RA-'101PA1�rej,A4-A14,e_.b -y-0-
&AI SAAC37-V
Ztz
A z_j 74 Z-/ I( -.,e j-_ v wty
EGEND
SID, C17Y MONUMENT ENCASEMENT PER COB S7D ST- 1J
(TO BE CONST OR EXISTS AS NOTED)
TYP. SEWER MAIN & MANHOLE W 'PA 0 PER COB SID SW -4
TYP. SEWER MAIN & CLEAN OUT TYPE '*A *9 PER COB STD SW -6
T�P. TWE PPA " CATCH BASIN PER COB S7D D- 14 SCALE. 1 1 200"
-n- Rrp w1pal r.1 /// k Aimunlf- wr 9A'p Pn? mR qTn qW-4 KEY MAP
HINDEX
SHT. NO. SHEET DESCRIP11ON
OLIVE WOOD DRIVE
SUNSHINE GROVE DRIVE
LIME GROVE I DRIVE
ORANGE GROVE DRIVE
McCUTCHEN ROAD
VICINITY MA
NJ&
rA
ANHOLE (17--29--)
0 A.
Li
0 1 1 ffiff-W-ow
EX,
EXIS17NG MANHOLE OR SEWER
2 EA.
.101
---
EXIS77NG SEWER MAIN & MANHOLE UPE "A " PER COB SI -D
SW -4
3 EA.
673 L.F.
S -D-
RCP WIRGJ CL /// STORY DRAIN PIPE AS ROITD
24" STORM DRAIN PIPE
30" STORM DRAIN,PIPE
596 L.F
605 L.F
SID 0U7ZET STRUC7URE PER COB STD D-11
A NT PUBLIC WORKS DIRECTOR
BERKSHIRE ROAD
CATCH BASIN
SID DRAINAGE BASIN PER COB S7D D-11
3;Z 178
S70 & PLUG - AS NOTED
7 EA.
'JOB SITE
6874
STD. SEWER, LATERALS PER COB S7D SW- 1
<
uj
C,)Y4Na4r2> 41,f,5�r
�,D.APPROVED BY:
PT. RADIAL TO CENTERLINE STA.
C)
Lu
NOTE-
SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
CD
OUTLET STRUCTURE
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
clf
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
CITY OF BAKERSFIELD
HINDEX
SHT. NO. SHEET DESCRIP11ON
OLIVE WOOD DRIVE
SUNSHINE GROVE DRIVE
LIME GROVE I DRIVE
ORANGE GROVE DRIVE
McCUTCHEN ROAD
VICINITY MA
NJ&
rA
ANHOLE (17--29--)
0 A.
Li
0 1 1 ffiff-W-ow
11 F
DROP MANHOLE
2 EA.
.101
1141
1
6" CLEAN OUT
18" STORM DRAIN PIPE
3 EA.
673 L.F.
EVIEWED BY
SUMMARY OF IMPROVEMENTS4011111,
THE WEST 100 ACRES OF THE SOUTHWEST QUARTER OF SEC11ON 28 TOWNSHIP 30
PHASE ONE.
SOUTH, RANGE 27 EAST, M.D.M., IN THE CITY OF BAKERSFIELD, COUkY OF KERN,
A STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT OF THE SURVEY OF THE
4" SEWER MAIN 3,335 L.F.
EV
6" SEWER MAIN 894 LF. Al A� 's SAID LAND, RETURNED TO THE GENERAL LAND OFFICE BY THE SURVEYOR GENERAL.
8" SEWER MAIN 2,239 L.F.
15" SEWER MAIN 226 LF. "0!90 "4",e EXCEPTING THEREFROM THE NORTH 40 FEET OF SAID LAND.
MANHOLE (61-81) 6 EA. I>A TF_
MANHOLE (99-12l) 2 EA. R.C.r.- _3-5_+77_3 ALSO EXCEPTING THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON
P,
ANHOLE (17--29--)
0 A.
Li
0 1 1 ffiff-W-ow
11 F
DROP MANHOLE
2 EA.
A
ZIA V, �-' DI 2 3 V FRECORD.
6" CLEAN OUT
18" STORM DRAIN PIPE
3 EA.
673 L.F.
EVIEWED BY
24" STORM DRAIN PIPE
30" STORM DRAIN,PIPE
596 L.F
605 L.F
A NT PUBLIC WORKS DIRECTOR
CATCH BASIN
7 EA.
3;Z 178
MANHOLE
7 EA.
stimpo-
C,)Y4Na4r2> 41,f,5�r
�,D.APPROVED BY:
z
18" STORM DRAIN PIPE
30" STORM DRAIN PIPE
167 L.F
69 L.F
AVD c -R., 4AN fXbl-n pw-'et4rei�%rAl
4,9,4 b
RAUL M. ROJAS RCE 39880EXPO'- 12-31-07
OUTLET STRUCTURE
2 EA.
PUBLIC WORKS DIRECTOR
6' BLOCK WALL (1'-2') RET. 189 LF
CITY OF BAKERSFIELD
SUMMARY OF
PHASE TWO*
IMPROVEMENTS
4" SE*k`MAIN
6" SEWER'MAIN
4,488 LF.
1,423 LF.
CT
6874 2
8" SEWER MAIN
3,729 L.F.
MANHOLE (6'-89)
MANHOLE (91-12')
13 EA.
4 EA.
SE & STORM
6" CLEAN OUT
18" STORM DRAIN PIPE
2 EA.
1,727 L.F.
Smi"thTechNA USA
& PRO
24" STORM DRAIN PIPE
756 LF.
CATCH BASIN
MANHOLE
8 EA.
9 EA.
I N C 0 R P 0 R A T E D
THE HABERFELDE BUILDING
C 7
ROBERT E. SMITH RCE35473 DATE
BAKERSFIELD,CA 93301
(661) 327-8492 FAX 327-8493
JOB NO. — �05-106 SHEET 1 OF 17 SHEETS
B. JOINTS:
(1) THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A
SPIGOT END NTH COMPRESSION JOINTS CONFORMING WITH THE
CURRENT ASTM DESIGNATION C-425.
(2) THE PIPE AND FITTINGS FOR 6 0 , 8", 10% AND 12� SANITARY
SEWER MAINS MAY BE PLAIN—END WITH COMPRESSION COUPLINGS
CONFORMING NTH THE CURRENT ASTM DESIGNA11ON C-425,
EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFAC—
TURED BY MISSION CLAY PRODUCTS CORPORA11ON FOR THEIR
"I'MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED
EQUAL, SHALL BE REQUIRED.
(3) THE PIPE AND FITTINGS FOR PRIVATE SANITARY HOUSE SEWER
OR BUILDING LATERALS MAY BE PLAIN—END WITH COMPRESSION
COUPLING CONFORMING WITH THE CURRENT ASTM DESIGNAT10N
C-425, (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED).
1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC)
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF
ASTM SPECIFICA11ON D3034 FOR SDR35. PIPE AND FITTINGS SHALL
BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES,
FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL
BE INJECT10N MOLDED AND SHALL BE INSTALLED IN LINE ON NEW
PIPELINES; CUT—IN FITTINGS ARE NOT PERMITTED.
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF
JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLING3
APPROVED BY THE CITY OF BAKERSFIELD.
C. INSTALLATION: PIPE AND FITTING SHOULD BE INSTALLED IN
ACCORDANCE NTH ASTMI D2321. ONLY CLASS 1, 11, 111, EMBEDMENT
MATERIALS WIH BE CONSIDERED SUITABI E.
L TOLL FREE
00-642-2444
EAST TWO DAYS
9.
2.5.3.2. THE ALIGNMENT OF CLOSED CONDUITS SHALL BE AS NEARLY STRAIGHI
AS PRACTICABLE. MANHOLES SHALL BE PROVIDED AT ALL JUNCTIONS,
AT INTERVALS NOT TO EXCEED 600 FEET ALONG THE CONDUIT, AND
AT ALL BENDS SHARPER THAN 15 DEGREES. BENDS OF 15 DEGREES
OR LESS MAY BE CONSTRUCTED WITH PRE—FORMED ANGLED SECTIONS
OR BY PLACING CONDUIT ALONG A CURVE USING STANDARD BEVELED
PIPE.
2.5.3.3. CLOSED CONDUITS, INCLUDING NON—REINFORCED AND CAST—IN—PLACE
CONCRETE PIPE, SHALL BE STRUCTURALLY DESIGNED TO WITHSTAND
EARTH AND SURCHARGE LOADS NORMALLY ANTICIPATED. THE CLEARANCE
BETWEEN TOP OF PIPE AND GROUND SHALL BE SUFFICIENT TO PREVENT
DISPLACEMENT OF, OR DAMAGE TO, THE CONDUIT BY ALL LOADING
AND LAND USES. A MINIMUM OF 2 FEET OF COVER WILL BE REQUIRED
IN ALL CASES. THE COVER REQUIRED WITHIN ROAD RIGHTS OF WAY
SHAH BE TO THE SATISFACTION OF THE AGENCY HAVING JURISDIC11ON
OF THE ROAD. A MINIMUM OF CLASS III REINFORCED CONCRETE PIPE
OR EQUIVALENT NON—REINFORCED PIPE SHALL BE USED IN AH
TRAVELED WAYS. RUBBER GASKETED PIPE, CAPABLE OF SUSTAINING 10
FEET OF HEAD ABOVE GUTTER FLOWLINE, SHALL BE INSTALLED AT ALL
SIPHON LOCATIONS AND FOR AH JOINTS MERE PIPE FLOWLINE
IS BELOW HYDRAULIC GRADE ELEVA11ON AT THE OUTLET.
-74.-r , T _T
THE EXISTENCE MD LOCATION OF MY UNDERGROUND UTILITY PIPES OR STRUCTURES SHO*.,
IN THESE PLANS ARE OBTAINED BY A "CH OF THE AVAILABLE RECORDS TO THE BEST
F OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
JTILITY LINES SHOWN MD MY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS
*RAWIVG.
AtGNIUM. SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUVI'
NFORMATION OR DATA.
UNfAIIND '�'MNICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIfA' TO CONST—
RUCTION. 1-800-227-2600
ENGINEER'S STATMENT;
I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA,
AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI—
SORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN—
DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
ROBERT E. SMITH RICE 35473
EXP. 9-30-15
Iq
A V F�7 F Q F�71 Fwm� I F
r
ZACKFILL COMPACTED TO 95% RELATIVE
COMPACTION BETWEEN EXISTING OR FUTURE
PMCK OF CURB LINES OF STREETS, EXISTIN&
OR FUTURE RIGHT OF WAY LINES OF ALLEYS.
PACKFM COMPACTED TO 90% RELATIVE
COMPACTION IN ALL OTHER AREAS.
N
TRA�'.T No. 6874
Pl I'Ab'Eb'
1 2
11423 LF.
8* SEWER MAIN
CON R' 'CTIOINA'
%3 u
MANHOLE 1- 1)
L IS
r LAI \4
0-
a w IV
'E WE rr"II, A kN'D M DRA11tN
=:0
zo
I'D
% I X
%
PLAN �0`:) A I" N' ur
P R
0F1
wz fo_
f5 IPH
19, M Y
0 f5 UPPER LIMIT OF PIPE ZONE
SHALL BE TWELVE (12)
19" MAY INCHES ABOVE TOP OF PIPE BELL
MANHOLE
9 EA.
CATCH BASIN TYPE 1�
596 L. , F
0 STORM DRAIN PIPE
605 L.F
SW 7 —
SEWER PIPE CONNECTION
MANHOLE
suwp.-
7 EA.
le STORM DRAIN PIPE
D— 10 —
OUTLET STRUCTURE
69 LF
CUTLET STRUCTURE
2 EA.
D-9 —
DRA INA GE BASIN
SW- I —
SEWER LA TERAL MARKER
ST -22
TRENCH DE TA IL
BERKSHIRE
ROAD
S1 7TE
<
6874
j
BY;
cr_
CD
ROBERT E SMITH DA TE
CD
R,C,E 35473
EXR 09/30/15
CD
REVISION
APPROVED BY:
Le,;: rv—_f, 4c,
MARIAN P. SHA V DA TE
McCUTCHEN
ROAD
R.C.E 32178
EXP, 12131116
VICINITY
MAP
REVISION: CHANGED
PHASE L INES AND ALL
FROM
N. T. S.
LOT NUMBERS,
REMOVED S.D. & C,B,
McCUTCHEN ROAD
TO SUMP.
w w IF 14M.11 I w WA 6
v
Mr. M
01 IN, MAI I
#
rommsawil
Jim jaw
B. JOINTS:
(1) THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A
SPIGOT END NTH COMPRESSION JOINTS CONFORMING WITH THE
CURRENT ASTM DESIGNATION C-425.
(2) THE PIPE AND FITTINGS FOR 6 0 , 8", 10% AND 12� SANITARY
SEWER MAINS MAY BE PLAIN—END WITH COMPRESSION COUPLINGS
CONFORMING NTH THE CURRENT ASTM DESIGNA11ON C-425,
EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFAC—
TURED BY MISSION CLAY PRODUCTS CORPORA11ON FOR THEIR
"I'MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED
EQUAL, SHALL BE REQUIRED.
(3) THE PIPE AND FITTINGS FOR PRIVATE SANITARY HOUSE SEWER
OR BUILDING LATERALS MAY BE PLAIN—END WITH COMPRESSION
COUPLING CONFORMING WITH THE CURRENT ASTM DESIGNAT10N
C-425, (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED).
1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC)
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF
ASTM SPECIFICA11ON D3034 FOR SDR35. PIPE AND FITTINGS SHALL
BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES,
FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL
BE INJECT10N MOLDED AND SHALL BE INSTALLED IN LINE ON NEW
PIPELINES; CUT—IN FITTINGS ARE NOT PERMITTED.
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF
JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLING3
APPROVED BY THE CITY OF BAKERSFIELD.
C. INSTALLATION: PIPE AND FITTING SHOULD BE INSTALLED IN
ACCORDANCE NTH ASTMI D2321. ONLY CLASS 1, 11, 111, EMBEDMENT
MATERIALS WIH BE CONSIDERED SUITABI E.
L TOLL FREE
00-642-2444
EAST TWO DAYS
9.
2.5.3.2. THE ALIGNMENT OF CLOSED CONDUITS SHALL BE AS NEARLY STRAIGHI
AS PRACTICABLE. MANHOLES SHALL BE PROVIDED AT ALL JUNCTIONS,
AT INTERVALS NOT TO EXCEED 600 FEET ALONG THE CONDUIT, AND
AT ALL BENDS SHARPER THAN 15 DEGREES. BENDS OF 15 DEGREES
OR LESS MAY BE CONSTRUCTED WITH PRE—FORMED ANGLED SECTIONS
OR BY PLACING CONDUIT ALONG A CURVE USING STANDARD BEVELED
PIPE.
2.5.3.3. CLOSED CONDUITS, INCLUDING NON—REINFORCED AND CAST—IN—PLACE
CONCRETE PIPE, SHALL BE STRUCTURALLY DESIGNED TO WITHSTAND
EARTH AND SURCHARGE LOADS NORMALLY ANTICIPATED. THE CLEARANCE
BETWEEN TOP OF PIPE AND GROUND SHALL BE SUFFICIENT TO PREVENT
DISPLACEMENT OF, OR DAMAGE TO, THE CONDUIT BY ALL LOADING
AND LAND USES. A MINIMUM OF 2 FEET OF COVER WILL BE REQUIRED
IN ALL CASES. THE COVER REQUIRED WITHIN ROAD RIGHTS OF WAY
SHAH BE TO THE SATISFACTION OF THE AGENCY HAVING JURISDIC11ON
OF THE ROAD. A MINIMUM OF CLASS III REINFORCED CONCRETE PIPE
OR EQUIVALENT NON—REINFORCED PIPE SHALL BE USED IN AH
TRAVELED WAYS. RUBBER GASKETED PIPE, CAPABLE OF SUSTAINING 10
FEET OF HEAD ABOVE GUTTER FLOWLINE, SHALL BE INSTALLED AT ALL
SIPHON LOCATIONS AND FOR AH JOINTS MERE PIPE FLOWLINE
IS BELOW HYDRAULIC GRADE ELEVA11ON AT THE OUTLET.
-74.-r , T _T
THE EXISTENCE MD LOCATION OF MY UNDERGROUND UTILITY PIPES OR STRUCTURES SHO*.,
IN THESE PLANS ARE OBTAINED BY A "CH OF THE AVAILABLE RECORDS TO THE BEST
F OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
JTILITY LINES SHOWN MD MY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS
*RAWIVG.
AtGNIUM. SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUVI'
NFORMATION OR DATA.
UNfAIIND '�'MNICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIfA' TO CONST—
RUCTION. 1-800-227-2600
ENGINEER'S STATMENT;
I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA,
AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI—
SORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN—
DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
ROBERT E. SMITH RICE 35473
EXP. 9-30-15
Iq
A V F�7 F Q F�71 Fwm� I F
r
ZACKFILL COMPACTED TO 95% RELATIVE
COMPACTION BETWEEN EXISTING OR FUTURE
PMCK OF CURB LINES OF STREETS, EXISTIN&
OR FUTURE RIGHT OF WAY LINES OF ALLEYS.
PACKFM COMPACTED TO 90% RELATIVE
COMPACTION IN ALL OTHER AREAS.
N
TRA�'.T No. 6874
Pl I'Ab'Eb'
1 2
11423 LF.
8* SEWER MAIN
CON R' 'CTIOINA'
%3 u
MANHOLE 1- 1)
L IS
r LAI \4
0-
BACKFILL COMPACTED TO 90%
RELATIVE COMPACTION
'E WE rr"II, A kN'D M DRA11tN
=:0
zo
I'D
% I X
%
PLAN �0`:) A I" N' ur
P R
0F1
wz fo_
f5 IPH
19, M Y
0 f5 UPPER LIMIT OF PIPE ZONE
SHALL BE TWELVE (12)
19" MAY INCHES ABOVE TOP OF PIPE BELL
(f,olDiki IN VVHICH PHASES
VALL BE CONSTRUCTED.
NOTE - PHASES 1 AND 2 SEWER AND STORM DRX
TO BE CONSTRUCTED SIMULTANEOUSLY
BENCH MARK SET: BENCH MARKUSED:
TOP OF CONCRETE MONUMENT AT C/L TOP OF STATE HWY CONCRETE MONUMENT
INTERSECTION OF STINE ROAD AND IN LH. STINE ROAD AND TAFT HIGHWAY
MCKEEROAD PER KCSFB 721 P. 35
ELEV. 350.28 ELEV 346.16
U.S.G.S. DATUM U.S.G.S. DATUW_
A90133ON& NOTES:
1. ALL COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND
LOCA11ON OF REQUIRED TESTS SHAH BE DETERMINED
BY THE CITY ENGINEER.
2. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL
COMPACTION FOR FLEXIBLE PIPE.
3. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY
CONSTRUCTION INSPEC11ON DEPARTMENT SHALL BE GIVEN
24 HOURS NOTICE. 661-326-3049
4. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING
DAYS PRIOR TO CONSTRUCTION. (1-800-227-2600)
5. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN
EXISTING ACCEPTED STREET RIGHT—OF—WAY. UNLESS SECURED BY A
SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S
ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT—OF—WAY AND
INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF
A PERMIT.
6. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALI BE INSPECTED
NTH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION
CAMERA SHALL HAVE THE CAPA131UTY OF ROTATING 3607, IN 0 ' RDER TO
VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED.
THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITYS CONSTRUC-
11ON INSPECTOR, WHO WILL ALSO IN111AL AND DATE THE "CHAIN OF CUS—
TODY" FORM. THE SUBDIVIDER SHAH IMMEDIATELY N011FY CITY'OF ANY
PIPELINE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE
SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED *CHAIN
OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATION—
ING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE
INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED
BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE,
THE VIDEO CASSETTE SHAH BECOME THE PROPERTY OF THE CITY.
7. "A PRE—CONSTRUCTION CONFERENCE WH BE REQUIRED FOR THIS PROJECT.
CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR
(661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED
START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE—
CONSTRUCTION CONFERENCE."
8. "CONTRACTOR SHAH PROVIDE TRAFFIC CONTROL ALONG CITY STREETS
FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS,
AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE
GUIDLINES OF THE STATE OF CALIFORNIA DEPARTMENT OF IRAN—
SPORTATION'S *MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION
AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE
FOR EACH DIREC11ON OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES.
THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY
ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION.
NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION
BE PROVIDED UN11L SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED
BY THE CITY ENGINEER.
9. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC
SEWER PIPE WITHIN THE PIPE ZONE.
10. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO
CONNECTING TO EXISTING STUB. IF THE P05111VE SLOPE DOES NOT
EXIST, REPLACE STUB TO MANHOLE.
11. ALL STORM DRAIN PIPE TO BE CL III RCP`—RGJ TYPE.
12. ALL STORM DRAIN MANHOLE AND INLET IDENTIFYING NUMBERS CORRES—
POND TO THOSE SHOWN ON THE APPROVED DRAINAGE STUDY.
13. TRENCHING TO BE PER C.O.B. STD. SW -9
M-JMMARY OF IMPROVEMENTSdIIIIIIIIIIIIIII�
.771HASE TWO
4� SEWER MAIN
4,488 LF.
6* SEWER MAIN
11423 LF.
8* SEWER MAIN
3,729 LF.
MANHOLE 1- 1)
13 EA.
g'!
MANHOLE 12')
4 EA.
6" CLEAN OUT
2 EA.
18" STORM DRAIN PIPE
1,727 LF.
2e STORM DRAIN PIPE
756 L.F.
CATC14 BASIN
8 EA.
MANHOLE
9 EA.
K 1Mt UU U Ut
65 MINI. V MIN7 DIAMETER OF PLAIN END PIPE.
PIPE ZONE, BACKFILL COMPACTED
TO 90% RELATIVE COMPAC71ON
9.e�.9. 3-5-47.3
PIPE OR
CONDUIT
Z, STANDARD TRENCH DETAIL ST 22
TRENCH BACKFILL AND COMPACTION
�_f 7e
REQUIREMENTS N.T.S.
L IS T OF C. 0. B. S TA NDA RDS USED HEREIN.
S 1— 1 J —
MONUMEN T ENCA SEMEN T
6* SEWER MAIN
894 L.F.
8! SEWER MAIN
SW -4 —
SEPYER & STORY DRAIN MANHOLE
T�PE
MANHOLE 9-89)
6 EA.
SW -6 —
SEWER CLEANOUT TYPE
MANHOLE (1-t-29 81
5 EA.
DROPMANHOLE
SW—J —
SEWER MANHOLE TYPE W INSIDE
& OUTSIDE DROP
le STORM DRAIN PIPE
D— 14 —
CATCH BASIN TYPE 1�
596 L. , F
0 STORM DRAIN PIPE
605 L.F
SW 7 —
SEWER PIPE CONNECTION
MANHOLE
suwp.-
7 EA.
le STORM DRAIN PIPE
D— 10 —
OUTLET STRUCTURE
69 LF
CUTLET STRUCTURE
2 EA.
D-9 —
DRA INA GE BASIN
SW- I —
SEWER LA TERAL MARKER
ST -22
TRENCH DE TA IL
BERKSHIRE
ROAD
S1 7TE
<
6874
REVISION
BY;
cr_
CD
ROBERT E SMITH DA TE
CD
R,C,E 35473
EXR 09/30/15
CD
REVISION
APPROVED BY:
Le,;: rv—_f, 4c,
MARIAN P. SHA V DA TE
McCUTCHEN
ROAD
R.C.E 32178
EXP, 12131116
VICINITY
MAP
REVISION: CHANGED
PHASE L INES AND ALL
FROM
N. T. S.
LOT NUMBERS,
REMOVED S.D. & C,B,
McCUTCHEN ROAD
TO SUMP.
MIR
ITRI I R SI WAY
'12R.',
'13R.
BANANA CLUSTER AVENUE
f PEACH GROVE LANE .4 TMU5A'*.fN7UVIf 'AVLNUt
BLISSFUL MEADOW WAY RELIANCE DRIVE
LEMON MEADOW PLACE
il 'k I
;Ll� wc�zj
e SEWER MAIN
3s335 LF.
6* SEWER MAIN
894 L.F.
8! SEWER MAIN
2,539 LF.
15* SEWER MAIN
226 LF.
MANHOLE 9-89)
6 EA.
�6
MANHOLE W-12)
3 EA.
MANHOLE (1-t-29 81
5 EA.
DROPMANHOLE
2 EA.
6* CLEM OUT
3 EA.
le STORM DRAIN PIPE
673 L.F.
2e STORM DRAIN PIPE
596 L. , F
0 STORM DRAIN PIPE
605 L.F
CATCH BASIN
7 EA.
MANHOLE
suwp.-
7 EA.
le STORM DRAIN PIPE
167 LF
30o STORM DRAIN PIPE
69 LF
CUTLET STRUCTURE
2 EA.
6' BLOCK WALL (1'-2) RET.
189 LF
S # I I* = 2OW
CALE.
KEY MAP
N6
7W
BERKSHIRE ROAD
BOOVO4?ff
rclNCO
WELL LOT
INDUSTRIAL LOT
A
IOWA
hkl��111111111
PARK
LOT C
1
2 3
4
r1NO
IM211 znill M_Z111
105
DRILL ISLAND
I
ALSO EXCEPTING THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDR(rZARBON
SUBSTMCES WITHIN OR UNDERLYING SAID LAND, AS RESERVED IN PREMOUIS DEEDS
OF RECORD.
REVIEWED BY:
ASSISTANT PUBLIC WORKS DIRECTOR
APPROVED BY:
NICOLAS C. FIDLER R.C.E. 61069 EXP. 12-31-16
PUBLIC WORKS DIRECTOR
'01 0% 0% yLj 'a
U 0* 66 74 1 & 2
& Sm1vf1RM
Smith' 'fe chl—�� USA
INC ORP ORATED
THE HABERFELDE BUILDING
1424 17TH STREET
BAKERSFIELD,CA 93301
(661) 327-8492 FAX 327-8493
ROBERT E. SMITH RCE 35473 DATE
JOB NO.— 05-106
-------------- -
CO 6)
WELL LOT
INDUSTRIAL LOT
A
ALSO EXCEPTING THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDR(rZARBON
SUBSTMCES WITHIN OR UNDERLYING SAID LAND, AS RESERVED IN PREMOUIS DEEDS
OF RECORD.
REVIEWED BY:
ASSISTANT PUBLIC WORKS DIRECTOR
APPROVED BY:
NICOLAS C. FIDLER R.C.E. 61069 EXP. 12-31-16
PUBLIC WORKS DIRECTOR
'01 0% 0% yLj 'a
U 0* 66 74 1 & 2
& Sm1vf1RM
Smith' 'fe chl—�� USA
INC ORP ORATED
THE HABERFELDE BUILDING
1424 17TH STREET
BAKERSFIELD,CA 93301
(661) 327-8492 FAX 327-8493
ROBERT E. SMITH RCE 35473 DATE
JOB NO.— 05-106
REVISION B Y:
00
v-
E.
114010,
ROTER T E SMITH
DATE
vil'i
No. 35473
ROBERT E. SMITH RCE 35473
DATE
R,C,E 35473
EXP,
09/30/15
9/30/15
REVISION Al -APPROVED BY;
cn
=
Cf
SEE SHEET 3
C>
+
cn
civix,
8
101201 201101
F-
C>
c.>
Op c 1�0
MARIAN P, SHA V
DA rE
C>
58
5
-. I p
00 04
LO 00 ui
8 +
-co k9
R,C,E, 32178
EXP,
12131116
ui
L
6 C>
C>
+
REVISION; CHANGED
LOT NUMBERS, REMO
PHASE LINES AND ALL
VED S, D. & C, B, THAT
ul) 00
0:: 00
18!
C) cn
13f IV-
+
49
47 46 5
C> C> o�
0 + 51 5)
v- r%.
">
53
cn
105
+
4o
"I cn
RAN FROM McCUTCHEN
ROAD
TO SUMP,
00
ui:z
tn
rRIW
07 Llw
5
LOT A
5
I NNW le S.D. 11+85-10 JFL
I
C=) SEVIER
13 C`14 LATERALS (TYP.)
S 89*OC45' E
�,
..... .....
L0 U->
t t
I I 1
s 89,06$ E 12
45 11 C) 11010
FL-'� c-4
.0. A
C>
350.75 LF. 6` S R 100.001-17. 6" SEWER
C*
4''
0
06
SUMP
c>
A
1
LJ c-)
F @
cf-)
::D
SEE SHEET 17
u')
Z- 4 �-R/W
R/W
C4
C�l
LEGEND.
<21
WELL C) -
-7
+
LOT 57 3z 56 55
1 1
�4
S TD. Cl TY MONUMEN T ENCA SEMEN T
re)
10 20 co
A !< +
I 2V
lt
(TO BE CONS T OR EXIS TS A S NO TED)
-T:
a c*4
V- v-
L UJ 4k v-
:§!
Typ.
LO "1
v-
F_x
t
qr-
6
TYP. SEWER MANHOLE TYPE
CD 00
It
+ 1-:
cs .d. cic
-cc
+ at
-w -
"-. 02
TYP. SEWER CLEAN OUT TYPE
ui
c�
3:0-
C.D >- n-:
a- a.
C> w
n
C4
�
cn ��
TYP. TYPE "A" CATCH BASIN
+
+
q g
j
m UJ
0 C.>
m cn i�
LO
TYP. STORY DRAIN MANHOLE TYPE
C>
c>
cn wi
C>
8
+ cd cs
ui
LO
+
STD SEWER PIPE CONNECTION.
LO
cq -J
+
cn
TYP. RCP WIRGJ CL /// STORY DRAIN PIPE AS
NOTED
cn ul)
SID OUTLET STRUCTURL
STUB &PLUG — ASNOTED
LOT NUMBERS AND PffASE
LINES CffANCEP
STD. SEWER LArERAL MARKER
PT RADIAL TO CENTERLINE STA. — AS NOTED
SCALE.* HORIZ.
1"
50
CA I?A HB 01A
PIA CE
NOTE:
SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
VERT.
1
4
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
PffA SE
11 12
13 14
15
16
FWPOM I lllqr%
1311317-
v- 1 11 L -
FINISH
GRADE
P
346
U
IL
HAL
27:t LF.
A-fwp--W/-RGJ
15-
G 3
lQTA I
+45.10
STORM DRAIN
s
PIPE
2
r CL
_0
RCF WAGJ
= --+G.-.17-0-X
STORM DRAIN
PIPE
lir Iw.
-M&40
77[�
i@7
w—
x
34&40 S/W
M3.5
) N.
zi
IT&
—1-2+45.10
0 STA,
12+45.10
HIGH WAT-It
343.00
INV.
18' IN .
I&A nn
341.06 E/W
338
A
A
- -------
oulvi
St
'C 77ON
33
RCP 1 twpw-
4
SUMP
BOTTOM
at
LIM n
3
STA. 9+
1
/W
SUMP BO
W INV.
L6
Wo
2
c
-vq
TQA
ki ill 1611 IL k/ k/ kirl
T V 0 A p—A 1c).
JL 1 11 %/ w
Go ga
INSTALL 350.75
LF. 6" PVC
SEWER MAIN
6" PVC
SEWER MAIN
PT k/"%
1-2.000%
e-'17tilr-ri
.3L.
p- n
Yrr- /T a U. rL
Al
ni
�V—&-AWFAL
s 0,527Z-
1
S
1
(��T ��2 R �jll ��l
A S�H E E TS
VESSI
CNI
Uj ;&LO
C>
Lu
U�)
E.
loq
mg
C.D P
1:4 No. 35473 ml
e 7-ig 1-1.400"
g 'q,
I_: :z to
W,.,-
Ui
0- U.J
C> C)
C-1)
9/30/15 �:v
ROBERT E. SMITH RCE 35473 DATE
+
a- ru c�
ui
co -
Q + 1--i
C>
C>
Lq
C> .4- --J
c� !�-C>
C>
c:0
CIVIL
C:)
CD
Cl ro C)
ui 3: r-
co 0- . C>
ro C>
c;
+
al
+ cd C)l
e "
+
00
op, c LX1
b
LOT A
cn ui
+ cd 06
01 C3
n
+
+
W_
C>
c
C3
+
5EE
V_
c:0
00
cn
-SPIZ-
V>
SUMP
Go cn V)
m 4_ 2W
+
58 `59 60 61 62"
r- 32v
+ + +
"63 64 65
10 - 20 taO 10
.32!
6 cl)
+
00
+
67 + 6
U
APPROQC-1)
SEE SHEE T 17
CDP
TV.
rip.
ro
Ld
Ir -4 OR
9 -
13Y.
cn
-R/W :ig
15
cn
/W
U-)
14- 1 - cn
P
00
g -; " U)
C*4
R/W
C�l
-
00
FE
I
co
-y--y- --y ;:V�
n
A r
U) V N
, co
__T_0i
\42 P
U006 FL -1)
7FL
30w S.D. C%4 0 S.D.
12+80.00
SEWER FL
LAIMALS (Typ.) 30 S.D.
a006
5+60.00 24!1 S.D.
C> �IFL U -S
C-14
1�_Af m P-pru NrF_
55102-
No. 55102
�
�m
I LO
1�
0+00.00
LO III=
6 t S 00*59'15" W C>
C1411
290.00 LF. 8*
- I
SEWER +4-
OCO 6 c)
'coi CN I
+_ I
14 280.00 LF. 8" SEWER 15 s
I
7 280. 18
0*59'15 w 106. S 00*59'15" W� C> 00 LF SEWER'
c 0 --w C%4
18+40.00/f
MR f1b.
air
c
CR FL
V_
LIJ
L
C) I FLJ
c)l I
FLJ
STA. 18+45.00*1
5 DO' RT.
R/W
C>
R/W
ks
WELL
LOT
CID
*co
46 45
p
co
cn
29
co
tl
:6 1:,1
U-)
5.95'
T L
eq�AeI 'DK7 E
LO
30
1 4
13
:4-
Cl
Cl) A
C)
31 "
C"o
20
5
LO 2 20_110 a
I p
00
L EGEND.
m uj
-cc
co
5�-
cn
c;
It
SEE SHEET 4 Lu;�5',00
CD r
'0'
LO
0
:z
. - 6
Sff SHEET5" ) LLJ
irr -T:
6ylit
GO
S TD. C1 rY MONUMEN T ENCA SEYL N T
3�
mg
5
10 20 [7120
1
p
C-)
C)
C11--
= re)
Uj CL:
::i
Lp
5
10 201__ 20
0 B Y,'
REVISION AL
(TO BE CONST OR EXISTS AS NOTED)
C)
C>
SEE SHEET 2
Lq LO
Q 0::
C�
011
U-)
00
-c5ck-- c6 25 24
L
_j C)
C> al
=D uj C:�
C-)
6E st�.
TYP. Sf -WER MANHOLE TYPE "A
tes ,
+
Lo il:!�:-C>
'co " R
+ cd C>
C),
+
C> a:
C>
c> it: c>
-cc Cc
Lq co
c> --d- 0:: C)
U -.i C) %_
31: 4! -al + I-:
<,
fE 6RL
_Tr GR2
TYP. SEWER CLEAN OUT TYPE
C>
c>
ui
C> Lu
cc) c....)
c>
C>
" " C>
+ cd 6
=E
0-
C>;�
c co "
rw.) C> -%-
-c> ai C>
C> CO C3 C>
ck-_
C.DLU
ROBER T E, SMITH DA TE
R,C,E 354 73 EXP. 0 9/30/15
wir
FYP. TYPE "A " CATCH BASIN
C CL
ui .< L6
ca cn
:3=
0
TYP STORY DRAIN MANHOLE TYPE 'A
)
REVISION A APP VER BY:
STD SEWER PIPE CONNECTION
LOT NUMBERS AND PffASE LINES CMAWED
TYP. RCP WIRGJ CL. /// SrORM DRAIN PIPE AS NOIE0
MARIAN P, SHA V DATE
SID OUTLET STRUCTURE
R,C,E, 32178 EXP. 12131116
STUB &PLUG - ASNOTED
SCALE:
HORIZ.
1 50
REVISION., CHANGED TO REFLECT NEW SEWER
AND S.D. ELEVATIONS AND SEWER SIZE [IN SHEETS
S ID. SE WER L A MRA L MA RKER
SE
3R2, Y2, 6R2, 7R2, 16R2 ONLY.
PT RADIAL TO CENTERLINE STA. AS NOTED
VERT.
1 4'
NOTE:
SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
10
11 12
13
14 15
16
17 18
19
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
A
R P ED
ISH RADE
7
11
PROPOSED
PROPOSED
UVL VIVL
441%
PROPOl. ED
1:11NISH 3RADE
VE 1111mr,
IbM UKAUL
AB, 3VE PIPE
FIN SH �RADE
A IP
0- _ A�,
_<4 _c\f
AD
js
9.
-346
25.42 L.F.
1 80
CL III R
F.
GJ
rL
27± LF. 1
CP-AtRQ
B"
III RCF
10
W/RGJ
HAL -27*--LF
CL III RCP
10
W/RGJ
E
HAL
S
7AI It
_J"
STORM DRAIN
0%
PIPE
S = -1.176%
DRA
S = -0.
r4l%
-344
S -I.U6n
. \
1
8" INV.
,
W INV.
1 INV. L.J
-7 A V -##% If. j
-
__3V
1 r, INV.
Is!- INV
18" INV.
343.50
El
342.70 W.
lull
00-W.-
StA-
KV.
__LO IN V.
.70 W.
.349
34T.Ou
L.
342.r.'10 E/W
-SM. OFE_
STA.
0±1UJO
STA.
10+65.00
%#
342,80-E.
11
-%+10600-,
C.B. j 10
=81NI
40
H.Q.
12
C.B.
mmm"MMIN-011011010
fl
A0± �LF. W
8' INV
-.SEW-
CL III R W/RGJ
muml
t-
4an
338.94
N
1 N V� '%c E W.
6-J-
ZI I UKM U
S_�_+ 1167%
-Rcp ow
-ire ri III __ -
Aul
I -
225
LAFF.
STORM
nAN
2.4 %OL 111
DRAIN PIP
AA C/l
-4411
c -L, r-- hi�_ -
k
337.95 N) S.
-
336
)l III W/RrAL-
2Wt L -r - 'm -
Di tAIN SK
'00
7
7
1
2e IN�
'72
114 V.
me
STORM DRA,IN
PIPE
30" INV.
a5
S +U.lU l7b
. ......
Lit.
33.10 N72_
N/S
qS
lt�VA
STA.
18+35.00
3 INV. 1 INV. SEW.
_r� 4e.4nre-
lu'riv.
__-0%
332
- Al
4�
n
Ll STA. 10+65.00
333.50 N/S
+
\STA. 10+65.00
S
A. 13+30.00
t
ul
D
A I Jv^ -9
> 5 2
r-
;z ;954
SEC
&D"
CN
LLI
z
�lk
)
%
_J911AL
vi
2F uj
LLJ
Ul
0i
c>
C>
Lei
Co
LO
Ln
x
i d 0
+
Li Ui
+
UJ LJ
+
LO
ui
2.
iA
L
T,,,, L
I TO A
V)
0) co
INSTALL 200.00 LF. 8* PVC
, SEWER MAIN
(n
00 It >
INSTALL
�80.00 LF. 8' P SEWER MAIN
id V)
INSTALL 280.
)0 LF. PVC
SEWER MAIN
s
Li
S +0.379%
S +0.357
IQ OAR
N
-7
E D
eli 1
-PHA
.10
SE H & S. IV. A
& PH
ILk
DRIVE
ET PR2 OF 17 l;;ll
CE TS)
FE si
vs J SSI
REVISION Al B Y;
E.
CN
1*1
RTBEgf 'E, SMITH
R,C,E, 35473
DA TE
EXP, 09/30/15
c;
V*
r4 No. 35473 m
9/30/15 ROBERT E. SMITH
RCE 35473 DATE
q,EVISIDAt Al APPROVED BY.,
m
01
Lei
C>
+ _j
Ln
C3
L0
+ __j
14-
C vili
ul)
a-
CL
00
LO
Ln LO
CN
+ +
(n Les
Ln
P CA
MARIAN P. SHAW
DA TE
SEE SHEE T 3
IV- %-
%-
Ile)
cn%-.-
1V
R,C,E, 32178
EXP. 1LO/31/16
120 10
10 201 120 �
3 0
ul) LO
2W +
CN CN
--------- ---------
31 32 33 +34 35
6
37
REVISION., CHANGED PHASE LINES AND ALL
62
:94
LOT NUMBERS. REMOVED S.D. & C.B. THAT
u
wl
-co
%–
?
C�)
RAN FROM McCUTCHEN ROAD TO SUMP,
G) 1 9
C-4 R/W b)
r
00
00
-w-, r
1 I I
105
w '
11
CN 348.41 LF.1 V R FL CD
1 100.00 LF. 6' SEWMUM
61
199
t
u')
S 89*00'45" E -1'2 1 1 3 C:>'' t
e SEVER 1 00
CNI
I
y -fa
ci_-
C)
00
LATERALS (TYP.)
I
cr;
-w5
1
V-4 FL
I
5
-
m'
R/W
C9
u
60
45
9 44 43 26' 2V 42 41 c" ':'
lw-
40 39
LEGEND.
LO 201 20.00
CD
;<.:
cn Tv. Tw. 01
c/)
2Z 21
38
S TD. Cl TY MONUMEN T ENCA SEMEN T
SEE SHEET 3
+
+ +
04
v-
(TO BE CONS T OR EXIS IS A S NO TED)
al��
t oc
4
Lot--:
+ w
4.
TYP. SEWER MANHOLE TYPE T'
co
V) g
I--<- c"
V)
TYP SEWER CLEAN OUT TYPE
__j
M L"J
. I"
cc cn
Mir TYP. TYPE "'A" CATCH BASIN
0 TYP. STORY DRAIN MANHOIE TYPE
0 SrD SEWER PIPE CONNECTION
sD TYP. RCP WIRGd CL /// STORM DRAIN PIPE AS NOTED
Sh9 OUTLET STRUCTURE
LOT NUMBERS AND PffASE LINES
CffANCEV
STUB &PLUG - ASNOTED
IIXI HEADO X
COURT
S TD. SEWER L A TERA L MA RKER
PT RADIAL 7-0 CENTERLINE SrA. — AS
NOTED
SCALE.* HORIZ. 1
50'
NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST
4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
VERT. 1
4"
PffA SE
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
11 12 13
14
15
nnf\
IKII
L
A n
461,
44,
42
70
336
cl
:i�
Lo
U7)
– cv-
06 cd
to ro
l -'q 4-0
__j --i
LLJ
>:
T
:ft :r=
a a
INSTALL
100.00 LF.
INSTALL
348.41 LF.
6� PVC SEWER MAIN
--la�
Pvc 's
-EWER -MW
v,
sa
�lt
.48X—
1 N---C-
TDAPT
k/llt
RJQ7A
_uw
T F D
DidAcr-
AAAA,,
—T—
(jH
4 R OF 17fb-'SHEETS
KLVISION5 illZOVED W'
�Iov SSIO
E.
00
[�ra No. 35473 m ROBERT E. SMITH RCE 35473 DATE
13LA4/f\)EPT-w,E' .(-.L 55(62-
IDAir
mg
L
9/30/15
fe-d
2–
-.J
+
uu-)
F
c>
co
cs
+
tj
ZA
Qvix-�
Op c Altx,
-r S. c F- 91710qF
PA
C>
L6
co
+
7 K- --8 "
co
L6
00
g.<
d ck:
a= Cj
40l ol
1bK
REVISILINA2 B Y;
cn
(n
SEE SHEET--�
4-6., C+-4
U)
+
rl-
v-
-S,-"JW SEE
SHEETX
Icn
LO
+0 -�2 di
+ L
0 20, 1120
cn ---465-
3t 5
-10,
cn 3f
C�11 CD cn cn
In cm 20! 20'
CD C11
r�'
LO
00
co cn
%-..1
34 - L
ROBERT E, SMITH DA TE
R,C.E, 35473 EXP, 09/30/15
oc siase
71 7 2 73 74
9x 5
TV. TV.
+77 78
76+ 79
+ +
Is")
80 81
+
CD
82
8
LLI
Nep
- a cn
2
LO
aco
U
cn
cn cn
C>
C>
REVISION APPROVED BY:
C141
v—
C*4
C-41 c1l C-41
I
C>
C14
No. 55102
c%4
of a
v—,
ell x
civil STA. 9+95.00 S.D.M.H.
No. 5 7 30.27'
CD` L
225.60 LF. SEWER C%4
"-FL 6-
L0 14 400.00 LF. SEWER
e SEVER
[ATMAIS Qml 04
94 LIF ir- %Wffl
LQ� -1
FL A
11
40l f
MARIAN P, SHA V DA TE
RLE, 32178 EXP, 12131116
OF (5.011Y RT.)
0+00.00 Cll
LID
12
13
N 89*00'45" W 15
C) 16
Cl
ti 4 17
F;::. C>
C-4
18
rFL
(-FL
REVISION; CHANGED TO REFLECT NEW SEWER
c, Qc
3R2, 5R2, 6R2, 7R2, 16R2 LINL Y.
6
R/W
C) C>
c�
R/W
r -1<
=1
%-
+
.69
1 31s 12
C>
00
11
10
9
C>
c> I"- %-
+ + +
8 7 'w 6 5 u
C>
In cq
+
+
cc
Lo 4 3
1114
011
co
+
co 2
*00
52
-
12
In W
cn
TV.
M. ;5
En cn cn
En
1 ;15!
cn
3
+
<�l
+
+
9 f
SEE SHEE
LEGEND.
10 201' 0 -.101
cn
cn
cn
mw
2.11
Iti
1-4�,
k -A
S TD. Cl TY MONUMEN T ENCA SEMEN T
SEE SHEET X
62
(TO HE CONS T. OR EXIS rS A S NO TED)
oc c�
TYP. SEWER MANHOLE TYPE
cl:c
Typ. SEWER CtLAN OUT TYPE ;A
lot Q=
mim TYP TYPE "A" CATCH BASIN
>1 CA
Ai
a-
LOT
NUMBERS AND PffASE LINES CffANCEV
0 TYP STORY DRAIN MANHOtE TYPE )A"
"4c
Q-
0 STD SEWER PIPE CONNECTION
TYP. RCP WII?Gd CL /// STORY DRAIN PIPE AS NOTED
STD OUTLET STRUCTURE
U A N
SCALE: HORIZ. 1
50'
PHASE
SID. SEWER LA rERAL MARKER
VERT. 1 99
49
PT RADIAL TO CENTERLINE STA. – AS NOTED
NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
12
13
14 15
16
17
18
19
A
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
v
0=NVF v v, 1
-y-
-v—v
rr%% r%^r%r-r%
r um,
`)LU
I -IL
rIN
llr%[;[
Z)
A r% 11
AtJUVI
T
350
d'
1350
"3
348
348
346
346
344
344
[000
342
342
HAL
340
N--
338
Vt
7W-\
336
9 IN
/0
DRAIN PI
z ii; c. r. r. Tr-�
33
1p,3 1 q.5
c
14)
Em
C>
�x110k
332
STA. 12+20)
N�
332
+
330
cn
vr:i Pa,
A
5T.Di Dill -
NNW
WTE:
328
Lu GO
CON5-r
u,(, -r
4
r
PIPE5 VA
-M 0tZ CANCE
3�
-114
1c;
szt
mi
CDC>
Of
m 0)
C>
CO
Qm4b
A
A
-A:
0C +
"-I
T
c>
4-
0::
3
A --N— --O--R
ACT Ahn
7 Dl�
A CC
c-
%!
-r
INSTALL 22,R.60 LF. J20' PVC
SEWER MAIN
><
INSTALL
W.00 LF.
VC SEWER MAIN
U)
4INSTANH.Q.94
6F, I'l -RA`l
SMIR MAN
1
L&J
A A I
0
i1a -
---I-
i
-PL111
+A
5=0-2.�
A
I
110-00
A
SHEET 6R2
OF 17 SHE
TS
- ") we
BC,A-(J�E lUEMPE KCE, ES162- JDATE
MwkEE-15 E36L R-C-L� 81�699 DATE
SCALEG HORIZ* 1 50
VERT. 1 4 9'
3
0
ui
cn
10
LO
C)
cn
c>
Z:5 %.., m—,
It, -c - 1-1
�ii:
c> ri C'14 w
C1
C—*)
C)
"I c�
+ M
BE CONST OR EXISTS AS NOTED)
C3
-4c
SEWER MANHOtE TYPE T'
TYP.
SEWER CLEAN OUT TYPE "A"
uj
T YPE J A L"' CA TCH BASIN
0
00
ci
100
LOT NUMBERS AND PffASE LINES CffANCED
14090, -qmp-"%�
AN' 1IL
AF III
y AV IR
Li I
DI.IS,TUI HfAvox IrAy
PHASE
10 11 12 13
Hil
E. A
No. 35473
Z-91/30/15
-A
C CIV U
I'v,
OF C AtXJ�6
:�� Op C AIXl
A
RE VISILIN �B Y11
2
ROBER T E, SMITH DA TE
R. C. E. 354 73 EXP. 09/30/15
2
REVISRIN APPROVED BY,
A
A"
MARIAN P, SHA V DA TE
RLE, 32178 EXP, 12131116
REVISION, CHANGED TO REFLECT NEW SEVER
AND S.D. ELEVATIONS AND SEVER SIZE DN SHEETS
3R2, 5R2, 6R2, 7R2, 16R2 ONLY.
Z,4-1-1-5
ROBERT E. SMITH RCE 35473 DATE
S TD.
C/ TY MONUMEN T ENCA SEMEN T
(TO
BE CONST OR EXISTS AS NOTED)
TYP.
SEWER MANHOtE TYPE T'
TYP.
SEWER CLEAN OUT TYPE "A"
T YP.
T YPE J A L"' CA TCH BASIN
0
TYP.
STORY DRAIN IVANHOLE TKPE
C
sm
sEwER PIPE CONNECTION
SD
TYP
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
STD
OUTLET STRUCTURE
STUB & PLUG - AS NOTED
STD.
SEWER LATERAL MARKER
Pr
RADIAL T) CENFERLINE STA. AS NOFED
NOTE-
SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT
OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
------- - -------
�--PRO
pi
FMH
0 B U'VE.
v I to j",
'IV
-*-N
119
60
34
KQ.L
27f LF. 1
STORM
17-
111 RQP W/RQJ
Pi
".70%--
I
348
3
344
T
N1
30.40 E.
E.
30.40 E
--t
-t-
342
H.G.L.
5&DVL .0-5.
STA. 12+30.00
Z-42-
C -i krno- N-5-0�--
Q0.
-3-38-
7
Tr=
cizJ0455w6r mmj>
&
--336L�
9A, 1K
-
-440
STA.
INV.
zw� I
rw
/A;�
owl'
9+ 5.00
235± LF. 24" CL III RCP W/RGJ
STORIVDI N ri
IMA
#%
INV ---Im
A4
—
----- 5,!n -o
INV.
tlf&
336
-----------
n
J3 Ou. Ou
OLAH-17.CP Z
CTA VII-LOIZZ nA
332
- ------
co
.514,ir L.K-2e- ..G --I
I STORM DRAIN PIPE
o. 11 71q -
--SM770ff
T-
........ ...
F
I
I
A
cy-
uj aE ui
I "A! a
C)
�j pe,) pe) pe)
Ncrm
C()N!S
ID I LI) 0
- - - - - - - - - - - - - -
0 1111
kill I k/ ull
V KJEI
I=Iu,) . i
-L �--
LAJ
C) -
I
I -
I
I
L6
r-
LLJ LLJ LAJ
I A
w rim (4,1-EA1 i7mz�
I it.
I ---
A T No.
I /-I Ulf I
v
DUA CC
J
uj F.
INSTALL 2 .00 LF. 8r ��V iKk MAIN
S +0.35
cn Coco 00
/T cc
V-1blr &"I
&jn"FUL
1) 1-11 A
a u. rL /I i
w*vlr V-5 a
KKAVU
A I a- nn(
V cc r/T
" n VAN,
W
A
SHEET
7R2 OF 17
1 SHEETS
REVISION BY;
ck:
C/ TY MONUMEN T ENCA SEMEN T
ROBERT t, SMITH
c
DA TE
R,C.E, 35473
EXP,
09/30/15
A
REVISTON Zl\ APPROVED BY.,
J
L
nr
MARIAN P, SHAW
LLJ
DA TE
R,C,E, 32178
EXP,
12131116
REVISION,, CHANGED
PHASE
LINES AND ALL
LOT NUMBERS, REMOVED
S,D, & C,Bt FROM
SUMP TO McCUTCHEN
ROAD.
OUTLET STRUCTURE
Cl
c
=>
3 UPS
Cp
c>
SEE SHEETIq C)
to + CD
C>
+ + 1-Z
10 201120110 C> v- w
0-10- - q- + to M Lu
C> L"
5 wi oo cn
101 cn + (D
145
U10
ul 20' 20! m
ft C) C4 fl- C>
+ + + u Al + 5
+ +
u co
Al
97 �j 0 10 3
b uz 2u )4 0 7
;5 1_5�
cn
45. 101 t7i cn C/)
cb R/W
r
2-4 1 �J V
AAA
10+00.00 c% e KKR LATERAL
CD
12 12+25.� 13 c*4 14 M) 15 j_S 89"00'45 E 16 C-4 17
— i) 17+28-23
2"
Typ_
rFL
-4
a 11
225.60 LF 8* SEWER 400.00 L.F. 6" SEWER T 102.63 LF SEWER
CN +L CN rFL CNI
A I IF
ui m ICA
C4 'm C4 cq C4 0
C4 il 9 rl-
ui R/W u') R/W LO LO LO
a b aco IV- "q
ul)
+ + + + +
U") ul) % -FW
J�r %
ap �*_ CN C5
24.15! 5
V 26
7 6 0 +
Typ. TV.
6 411" rl%.
�j U (in
cn CIO
L 'w- 0 --ft 5 ul) C5
LO F-: Rd- co C) lo- m
:3� + ck: co 20 0 10 + + + C.>
+ 1.1.0 -
mg CN
CA C> SEE SHEET.I �11
CIF C>
+
+
cn En cn U) LO
+ =g p,
+ Ct
C)
c)
u")
u -i +
V)
_c)
LL C>
Lei
LOT NUMBERS AND PffASE LINES CffANCEP
Al"I
w
iff a
w IN
SCALE: HORIZ. 1 50' u
VE R To 1 4 PffA SES & 2
10 11 12 13 14 1 5 16 17 18
IN FA
E.
A
No. 35473
ROBERT E. SMITH RCE 35473
DMfjlk NEPTUMV ge-E. 55102-
-rP
gqpig PA r
LEGEND011,
Z� 3
ck:
C/ TY MONUMEN T ENCA SEMEN T
c
BE CONST OR EXISTS AS NOTED)
TYP
SEWER MANHOLE TYPE T"
TYP.
SEWER CLEAN OUT TYPE T"
nr
TYP
LLJ
0
TYP.
STORM DRAIN MANHOLE TYPE Tl
0
IAAF—
SEWER PIPE CONNECTION
L
TYP.
RCP W11?6d CL /// STORY DRAIN PIPE AS NOTED
S TD
OUTLET STRUCTURE
Lu
STUB
& PLUG — AS NOTED
S TD.
SE WER L A TERA AL MA RKER
PT RADIAL TO CENTERLINE STA. AS NOTED
NOTE:
ck:
L u
LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
L.LJ
RIGHT
OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
34
LOT NUMBERS AND PffASE LINES CffANCEP
Al"I
w
iff a
w IN
SCALE: HORIZ. 1 50' u
VE R To 1 4 PffA SES & 2
10 11 12 13 14 1 5 16 17 18
IN FA
E.
A
No. 35473
ROBERT E. SMITH RCE 35473
DMfjlk NEPTUMV ge-E. 55102-
-rP
gqpig PA r
LEGEND011,
Z� 3
IF
S TD.
C/ TY MONUMEN T ENCA SEMEN T
(TO
BE CONST OR EXISTS AS NOTED)
TYP
SEWER MANHOLE TYPE T"
TYP.
SEWER CLEAN OUT TYPE T"
nr
TYP
TYPE "'A" CATCH BASIN
0
TYP.
STORM DRAIN MANHOLE TYPE Tl
0
STD
SEWER PIPE CONNECTION
L
TYP.
RCP W11?6d CL /// STORY DRAIN PIPE AS NOTED
S TD
OUTLET STRUCTURE
STUB
& PLUG — AS NOTED
S TD.
SE WER L A TERA AL MA RKER
PT RADIAL TO CENTERLINE STA. AS NOTED
NOTE:
SEWER
LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT
OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
IF
PROP(Gaf-MiL-2-ADf-,--AB-OYE--PIP--E---.-
35
J.-
1344
T
1342
_340_1
2261 T us
I It U, 7 VWW/
STORM PRNN PH IN I.
-.24
AN
CONSTRU CT pf PE
DDLE FF -K 0_.0.6.
we I
T
_336-1
-33-4
mit ft ---
22W It J V lljv
Lei
—Or CN
Ir- I
1,072
CKO_1�61N& PIPE5 -
W rtfi CtCkfAW-P_A
V_
Lu
_j
-
I i v- A
CD
QD
C)t'
t
__1 �. - 1 6 "
J__
......... -4-
C> qmtl
co fln
I
pe)
04
[13M LLJ
-F
C'4
to Coco cn co CC
ma STALL 225.60 LF. 87 PVC SEWER MAIN
INSTALL
400.00 LF. 6" PVC
t
SEWER MAIN
4- LLJ
cn
IN,
INSTALL 102.63
6" PVC SEWER
pr)
+ Ljj
LF.
VAIN
1.
r
A
--A
I
S—.-: —0350C
+
5 1.07
1
t
.. —
I
TID?
Tn
T
P n 'p
7,4 D
Crc I
__T
t
t /it
A/^
%..,*I IV V*
68Y --r I I llrl
1A %..Ali– 1
2
t
4--
JL__
6. 0
a J.u.
TT.7 MIT
uly
r) -)l AAl
� 1_1_/l/v
11T."WIT'NiATIr
mrJAIJU 9
I 11,311ril
F /I U/
T.7
Uri
to
r_
ILL
I WINE mill I mommommomm
I
MEN
MEM
_00 __111111111,1111M.L.Mmom
Em
J
�ETM
OF 170 �
HEETS
IF
RE VISION BY;
x., 0A # /
ROBE T E SMI TH DA TE
R,C,E, 35473 EXP, 09/30/15
REVISION APPROVED BY;
MARIAN P. SHA*W DA TE
R,C,E, 32178 EXP, 12131116
4
REVISION, CHANGED PHASE LINES AND ALL
LOT NUMBERS. REMOVED S,D, & C,B, FROM
SUMP TO McCUTCHEN ROAD.
SCALE. HORIZ* Vp 50
VERT. 1"AAAAAAAL 4'
7_�j
low
Ilm,
�012
I
LOT NUHBERS AND PffASE LINES CffAAWED
"w" 401-1 "w__u -Jr.%, -,mA-
CITR 1/ks III( PARA DI SI XA Y
PffASES
10 11
/ & 2
12 13
13+00.00 CONST. TYPE `A"
C.B. w/3.5 OPENING (#5)
FL 348.00 DER 347.83
(6.97 LT.)
E.
No. 35473
9/30/15
ROBERT E. SMITH RCE 35473 DATE
NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
SID. CITY MONUMENT ENCASEMENT
(TO
BE CONST OR EXISTS AS NOrED)
TYP.
SEWER IVANHOff TYPE 1�
TYP.
SEWER CtEAN OUT TYPE
air
TYP.
TYPE "A" CATCH BASIN
0
TYP.
STORY DRAIN MANHOLE TYPE
C
STD
SEWER PIPE CONNECTION
sD-
TYP.
RCP WIRGJ Ct /// STORY DRAIN PIPE AS NOTED
S TD
OUTLET STRUCTURE
STUB & PLUG — AS NOTED
STD.
SEWER LATERAL MARKER
PT
RADIAL TO CENTERLINE STA. — AS NOTED
NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
INIbH
348
RADE ABOVE PIPE',
4 tAxIle
'0 IF
346
344
+
It-
1346
�344
A
H.G.L
11 MAN mommew 25* LF.
I
10s
1W CL III RCP
PJ%9%12 ft
I %;F%M
W/RGJ
342-
340
In\
I
-III - " .0� i
-IV 'w �% � -7-6-
an vkrd% su'rfluM I III Im' f 10 IKIV
Jay-- UL III I Apr NV.
STORM DRAIN Piff im
--337-80 -
s +0.40074i
I
-j—_
--I--
—L
--
4
-336
-7—
STA. 13+00.01)
1 jv C.B. 5
2e INV. #%As IL 1 337 N/S
ap.4&it - 0,-�
Nwr STA. 124 5i.0
_T_
T
00 cq
L fl! R w/m,
STORIA DRAIN PIPE`—!__�_ -
nA* !Law#
1_-r i #14 V.
T
L
S737-.� E S
�5AVDLE� KK _T
(1) LAI
A -r I t)de ArTI AKIS OF-, LO
_t")
c; c;
L_E`6 cq
cm
LAC%Iral a f%^I% a r m--awl-A a cn co CC). 00
n"
-11413.1rd-L VVV L.r. 0 N
TPAIT
III/IL/I
_I_N_ C�O
Ahn
/TWO
_R__P_0_R
RR 7")
Vt.;
-A, T n
If I
2
0-
YYr- A CX_ 1.).
n f"l f") I A
U. /-L/Ijv-
��AL
0-
a- _0?0FILL
-WA'yww
1 r-1 I r-
AAA
Zh SHEET
m
R OF 170
SHEETS
REVISION A B 'T:1
:z
f �' Z /
/px. zo
ROBEI`�T E. SM -I TR
DA TE
R. C. E 354 73 EXP.
09130115
REVISION APPROVED BY.
TYP.
:3�
MARIAN P. SHAW
DA TE
R. C. E. 32178 EXP.
12131116
REVISION- CHANGED PHASE
LINES AND ALL
LOT NUMbERS. REMOVED S.D.
& C.B. FROM
SUMP TO McCUTCHEN ROAD.
0
��co
6
oc Ze
< C3 cn 'di p:
in LLJ mi
C)o
>-4 -c-3 "I
m -4:
CN Lb
+
5? U.)
E-4 rpd; + cd C4 04
z w- C3 c'-4 r1e) r--
+
+
V) 04 C*4
C*4
E-4 c5u- QD
+ + cn
C), + v 2v +
"'-105 '104, 10"' 3 10 2 1 0'� 11 00�1-
811 tn '<
I - cn t;
R/W-\1 R/w -2L ftift-
H
:z
CIT� MONUMENT ENCASEMENT
0 m
5
TYP.
SEMER MANHOLE TYPE "A""
TYP.
:3�
R
TYP.
TYPE W" CArCH RASIN
00
S 89'0 11
cn
+11
>4
!I
m
t--)
0
rYP.
10
201 20.19
-d - - I*
H
C'4
-LK--e.---SEWER-! LF. 8* SEWER,
24!l S.D+
:z
CIT� MONUMENT ENCASEMENT
(rO
5
TYP.
SEMER MANHOLE TYPE "A""
TYP.
:3�
R
TYP.
TYPE W" CArCH RASIN
00
cz g:
cn
+11
>4
!I
m
t--)
0
rYP.
10
201 20.19
-d - - I*
<s
:z
OUrLEr STRUCrURE
:z
L��
Q
E-4
SEE SHEE T 12
cn uJ cc
3�
-201-1
SEE SHEET 9
ZE
SEWER
-CC
5
5
Z
W -C:>
:z a- Lu
C> C>
Cp n
W�o 1--:
0
Ck
C'4
+ !:;
W) r-1 c�
+
Lu
cn
-PROPOSED
+
co oc
07
ci CO
Go
cn
1<
00
en
i- --
5
C)
1-5 LO
cn
Z
IN
1 9
J ff
CD
4M %w
+ rn
17+87.41
::�
,
ui
cR
+
w-
t -Z
W
IN
+
cr-
,PROPOSED FINISH
GRADE ABOVE
LO
r +
CD
8
C-4
cn
FIL
cn
ui
cn
C4
cm cd
- � X94S.
C'4
-LK--e.---SEWER-! LF. 8* SEWER,
24!l S.D+
I
W
CIT� MONUMENT ENCASEMENT
(rO
BE CONST OR EXISrS AS NOTED)
TYP.
SEMER MANHOLE TYPE "A""
TYP.
:3�
R
TYP.
TYPE W" CArCH RASIN
00
cz g:
cn
+11
12",
k. um.
0
rYP.
15
16 26
2W
OUrLEr STRUCrURE
:z
L��
Q
IV -
Ln
SEE SHEE T 12
SE WER L A TERA L IVA RKER
15
-201-1
C> Ln
NOTE:
SEWER
Is-
5
5
22
W -C:>
vi cr
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
SEE SHEET 11
C'4
+ !:;
W) r-1 c�
+
t-< uj
im
-PROPOSED
101-2011 20-110
C>
-.i ccq
cn
all
col
i- --
5
C)
1-5 LO
cn
Z
IN
1 9
J ff
00
17+87.41
ROPOSED-
cn
R/w-)
IN
2
,PROPOSED FINISH
GRADE ABOVE
LO
r +
cn
FIL
co
A
C'4
-LK--e.---SEWER-! LF. 8* SEWER,
24!l S.D+
60
R /W-\
HORIZ* 1 " — 50' PffA SE 2
VERT. lot — 4' 10 1 12 13 14 15 16 17
I
W
CIT� MONUMENT ENCASEMENT
(rO
BE CONST OR EXISrS AS NOTED)
TYP.
SEMER MANHOLE TYPE "A""
TYP.
SEWER CLEAN OUT TYPE T"
R
TYP.
TYPE W" CArCH RASIN
0
TYP.
STORY DRAIN MANHOLE TYPE T"
+11
12",
04
13 14
rYP.
15
16 26
2W
OUrLEr STRUCrURE
SrUB & PLUG — AS NOrED
—T—
SEE SHEE T 12
SE WER L A TERA L IVA RKER
15
-201-1
20 10
- -
NOTE:
SEWER
Is-
5
5
22
OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
-------------- 4-
1:>.1
V)
im
-PROPOSED
Vill
all
col
Z
IN
1 9
J ff
21
17+87.41
ROPOSED-
60
R /W-\
HORIZ* 1 " — 50' PffA SE 2
VERT. lot — 4' 10 1 12 13 14 15 16 17
E.
No. 35473
m=:2911171lipmr!"011 I AS
ROBERT E. SMITH RCE 35473
I
W
CIT� MONUMENT ENCASEMENT
(rO
BE CONST OR EXISrS AS NOTED)
TYP.
SEMER MANHOLE TYPE "A""
TYP.
SEWER CLEAN OUT TYPE T"
air
TYP.
TYPE W" CArCH RASIN
0
TYP.
STORY DRAIN MANHOLE TYPE T"
C
SrD
SEWER PIPE CONNECTION
SD
rYP.
RCP WIRCJ CL /// SrORY DRAIN PIPE AS NOU
S M
OUrLEr STRUCrURE
SrUB & PLUG — AS NOrED
—T—
SEE SHEE T 12
SE WER L A TERA L IVA RKER
10
-201-1
20 10
- -
NOTE:
SEWER
Is-
5
5
22
OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
-------------- 4-
1:>.1
V)
im
-PROPOSED
Vill
all
col
Z
IN
1 9
J ff
21
17+87.41
ROPOSED-
%V�s
2
,PROPOSED FINISH
GRADE ABOVE
LO
r +
cn
348
- � X94S.
C/i
348
+
t--:
ce:
(n
E.
No. 35473
m=:2911171lipmr!"011 I AS
ROBERT E. SMITH RCE 35473
y
STD.
CIT� MONUMENT ENCASEMENT
(rO
BE CONST OR EXISrS AS NOTED)
TYP.
SEMER MANHOLE TYPE "A""
TYP.
SEWER CLEAN OUT TYPE T"
air
TYP.
TYPE W" CArCH RASIN
0
TYP.
STORY DRAIN MANHOLE TYPE T"
C
SrD
SEWER PIPE CONNECTION
SD
rYP.
RCP WIRCJ CL /// SrORY DRAIN PIPE AS NOU
S M
OUrLEr STRUCrURE
SrUB & PLUG — AS NOrED
—T—
S 7D.
SE WER L A TERA L IVA RKER
PT.
RADIAL TO CENTERLINE STA. AS NOTED
NOTE:
SEWER
LATERAL LOCATION TO EXTEND AT LEAST 4) BEYOND
RIGHT
OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
y
—T—
-------------- 4-
-PROPOSED
-4
ROPOSED-
FINISH
UKAUI*- AffOVE--PIFE--
,PROPOSED FINISH
GRADE ABOVE
PIPE
ABG\E—PP-E
348
- � X94S.
348
-34-6-
T
LLJ
Q)
I
STORI
I DRAINPIPE
=7#
344
NAL cn W)
—2711- r
S79NN!
1 14 all uImI%I
wwjr v
DUN PIPE
1-2
%~
N No
HAL
mol— all
111 0
........ mom
.
ir 0
IV.
3
18" INV.
'S?
339.9 --/W/N,
Im
1 0.4=
11 r- ,
tj
Zi
��
247 INV. 18" INV.
I
3w±1 CLUJ
MM DRA114 PIPE
. ....
INV.
339-R w-
4 nw-
/339.8 E IN/
LF. 18m M111 RCP W/R&I
Vt
331mi qW
-ZN---
—0.-400%-
18" INV.
STA.
342.00 W.
STA. 10+99A_Z
C.B. #7
I V.
341.7
4
W
55± LF. Ur CL 19 RCP W/RGJ
a N rulit
I S +0.182%
i340
-3-3&!
ni 15+5T4-1
337.9 E 3- 37.9 N.
S--+0.531%
ik 15+02.41 j
15+57.41
337.80 N/S
e%lr i - 44
--l-LO-Im V
337.90 E
-336-
u')
STA. 11+4�4.38
00
55± LF. lir CLIII RCP W/RGJ
DRAN Nor
S---0.182%
-------
.................... . ................
\ 18' INV.
STAX 11, 99.38
CA #61
A
:z W
C5 Lo
C-3
00
:2,- �oi LA CA
3 LO
C6
MOP
f-,
cq
1w
Ln
-d;
U-)
iIi
14gr
T-
B
SEC
77ON '79
1
>;>;
L6
t--1NsTALL-T3". 0 LF. u� to 00 00
R- PV -C SEME"
%
INUAIL,35W Us 84
PVC. SE RAM
N
1-4
cn 000200
8" PVC SEWER
MAIN
00
s
.-[-52%-
--j
INC OIRP
ORAITED
-JRA-CT
Eff-&—S.D.—PLAN-&—
1o.---6&74--RMSE,2
/10FU
T
f VE
OF 174
I 1001111011mmilm
ME Iml m 1 2 MINIMUM liimuiliimiiililiiiiiillill
mmummummm
11 lliimii 11 NUNN=
y
REVISION BY.
. ......
LEGEND#-
C)
SEE SHEET 10
co
lw_
C)
BE CONST OR EXISTS AS NOTED)
o
A&
SEWER MANHOLE TYPE T`
cr Ui
SEWER CtEAN OUT TYPE W"
cn
c
TYPE "A"' CA TCH BASIN
0
TYP
ROB smi 7H DA TE
0
STD
SEWER PIPE CONNECTION
Cl
TYP.
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
::a-
cc
+
+
R.C.E. 35473 EXP. 09130115
STUB
CL
CD
SEWER L A TERA L IVA RKER
SEE SHEE T 15
C>
SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
REVISION APPROVE� 9Y.'
mui
%...I
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
10 20
20 10
00
C%4
+
cc
+
co
75
74
C,4
0
:z
0
Z:
UARIAN P. SHA W DA TE
:3�
3�
R.C.E. 32178 EXP. 12131116
cp)
00
1
D;
REVISION- CHANGED PHASE LINES AND ALL
CN
:; � t
3�
mi
6
Go ui
*-�
17
+
LO
LOT NUM6ERS. REMOVED S.D. & C.B. FROM
-7 n
ui
CD
Lu
-4-
C4
+
C�
ul�
Go
to
SUMP TO McCUTCHEN ROAD.
Ck—
00
Ld
--i Cl
+ +
o -
+
FINISH GRADE
ABOVE PiK
mir...
SEE SHEET 10
0--%
+ t--:
CN
SEE SHEET 13
73
7)�
3d
LO
10120 11 20 10
5
%_ -
;l—ce
cn
101201 20
t 1101
5
-35-4--
A
cn cn
�ld 2V_ 2V
Typ. TV.
C> cn
+ lur
+ �5 Lij
11
lu
98 97 b bu
__F C�
p
�_c ui R/W
cn m I M. /w
co
cn
to,�2
I co
A
11 4
15
C=) FL "-FL
C14 11 N 00'59'15" E llr SDJ2
.Ww� qw� -mmommm" � ammmommam � .1 13 14 15
U")
7 7 to
280.00 L 12+80,
C,4
LJ Cl>
T --i FL77
11 1 .............................. ....................................
C14 �_R/W _acl
00 C> ull) Ln
ri co LO
c + + + +
T- cq t2
5 b 5 66
62+ b" 3 br"% 4
b - � -m
cn
lu LU lU
. ......
LEGEND#-
C)
SEE SHEET 10
co
lw_
C)
BE CONST OR EXISTS AS NOTED)
o
TYP.
SEWER MANHOLE TYPE T`
cr Ui
SEWER CtEAN OUT TYPE W"
cn
c
TYPE "A"' CA TCH BASIN
0
TYP
c —1::
0
STD
SEWER PIPE CONNECTION
Cl
TYP.
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
::a-
cc
+
+
0::
STUB
CL
CD
SEWER L A TERA L IVA RKER
SEE SHEE T 15
C>
SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
mui
%...I
SCALE:" HORIZo 1 50
VERT. 1 4 10 11 12
IN c"i
LC
cr,
1+67 6" 8 2v 69 70.+
20'
LOT NUMBERS-A)VT PHASE LINES CHANCED
lqwpld� 110014h.
Ale% ld� AV in
0.1i.v_p. irool) DRIVE
wmum
13 14 15 16
17 18 19
E.
No. 35473
9/30/15
CIVIIA
DATE
. ......
LEGEND#-
SrD.
CITY MONUMENT ENCASEMENT
(TO
BE CONST OR EXISTS AS NOTED)
TYP.
SEWER MANHOLE TYPE T`
cr Ui
SEWER CtEAN OUT TYPE W"
nr
TYP
TYPE "A"' CA TCH BASIN
0
TYP
STORY DRAIN MANHOLE TYPE
0
STD
SEWER PIPE CONNECTION
2.
TYP.
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
::a-
cc
+
OUTLET STRUCTURE
m[--
STUB
& PLUG - ASNOTED
S TD.
SEWER L A TERA L IVA RKER
SEE SHEE T 15
NOTE:
SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
C)
u')
C)
4m
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
10 20
20 10
76
+
cc
+
co
75
74
cn
cn
4u
cp)
00
1
cn
16 N 00*59'15"
E I
17
18
1 -
-7 n
2W.00 LF. 80
SM T
C)
C%4
L
L
Lu
FINISH GRADE
ABOVE PiK
+
R/W
A
7
LO
+
/2
73
7)�
3d
C4
0
-35-4--
5-4
mg
cn
ul
cc
+
10
20
20 10
r
LO
c6
SEE SHEE T 15
V
0:1:
cn
Ile
ul)
06 U=:J)
352
348
346,
z
180 1w. '1
WWI
T_
13 14 15 16
17 18 19
E.
No. 35473
9/30/15
CIVIIA
DATE
...........
. ......
LEGEND#-
SrD.
CITY MONUMENT ENCASEMENT
(TO
BE CONST OR EXISTS AS NOTED)
TYP.
SEWER MANHOLE TYPE T`
TYP.
SEWER CtEAN OUT TYPE W"
nr
TYP
TYPE "A"' CA TCH BASIN
0
TYP
STORY DRAIN MANHOLE TYPE
0
STD
SEWER PIPE CONNECTION
2.
TYP.
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
::a-
S TD
OUTLET STRUCTURE
m[--
STUB
& PLUG - ASNOTED
S TD.
SEWER L A TERA L IVA RKER
PT RADIAL TO CENTERLINE STA. - AS NOrED
NOTE:
SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT
OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
...........
. ......
7
PROP OSED
FINISH GRADE
ABOVE PiK
-35-4--
352
348
346,
180 1w. '1
T_
346
....................... .
.............
OWN
.mmmmm —1mommmow
344
T
1� ............ . MIND$ ..............
wommmu--mmo
lie"
low"
4Z -4-
340
1
H.Q_
ae
" -iNv.---
Ml io N/E
4—
2E
.....
CL
D:f. Ll F. 18"
III �RCP W /Rl %7J
IRM -FID -RA -114-P
S/w
00 A
j42
34
SO W.
+ .
I STA.
lid,
12+75.qq/
0
00
CN
C14
+
E-m 00
U->
C)
cn
3; u
fll-
00
m
00
C1*4
T N r (n) 0 R--A--T—F..-
DL_,
Coco
4—
INIZ Al 1 9 1 0 p w
UA cn 00 03
F .... IN— w of
INSTAL
3.57 LF. _8!j
W. WER
(n 00
w go
PVC SEWER
I
IBM co ca
i
1
1
1 --- c
J
T ArT V0. RR 7zf
R %.Of I
IMER &-- 01
YYL VL I
V, ri JM 0 1"1
P14
4�
- --
f7)Q
, - i i GFM
T M.
yri
2
L
S 0.350%
S 0.353%
S 0.352
9
T
I i
T
I
......
I
I
11
mom
SHE T 11 R OF
it SHEETS
11 11811mmmi
REVISION By.
ROBERT E. SMITH DA TE
R.C.E 35473 EXP. 09130115
REYISION Al APPRO.IVED BY.
mAPI"AN P. SHAW DA TE
R. C. E 32178 EXP. 12131116
REVISION- CHANGED PHASE LINES AND ALL
LOT NUMBERS. REMOVED S.D. & C.B. FROM
SUMP TO McCUTCHEN ROAD.
U'E'
Q_
SEE SHEET 10
10 0
- J2 J- 20-111
5
5 Lu
co
b
Go
ill��l U
_cp �cz
1z
13
/ S 00*59'15"
41201
4Z20!
(TO
A
AWL
d
S -0
V-- cn
2 u
10
-
201 �
_1_20 -11
5-0
16
L
TYPE 11 CA TCH BASIN
uj
"-I
A
STORY DRAIN MANHOLE TYPE
C4
Cn
+
SD--
CD
ui
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
5 20
c)
ce_
28,
ui
SCALE. HORIZ* 1" 50
VE R T* 1 "' "mom 41
ui
" mmumm
\—R/W
2
1z
13
/ S 00*59'15"
14
(TO
co q
AWL
d
SEWER MANHOLE TYPE "A"
V-- cn
cc
co
+
10
-
201 �
_1_20 -11
5-0
16
L
TYPE 11 CA TCH BASIN
uj
"-I
A
STORY DRAIN MANHOLE TYPE
C4
Cn
+
SD--
4
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
5 20
S TD
u")
28,
19'
+
c%4
LO
LO
SEWER
te)
;45
20 20
r-
+
1w_
+
cn
C>
c:1
co
qq,
+
cq
w
CD
55+
U11)
Ir-
LO
m A
+ 5
cn
LO
N. -OO
cn
LO
C14
LO
Q0
(n
c=> oc-> iu=i
1w
3u +
Ln
5
k
+ 5
cn
5 7;�
c*4
c)
C>
,A
)a
20'
+
C4
cf)
350
cn
" mmumm
\—R/W
2
35
19
E.
No. 35473
9/30/15
CIVIL
w1dw
DATE
1z
13
/ S 00*59'15"
14
(TO
co q
AWL
6
SEWER MANHOLE TYPE "A"
V-- cn
cc
co
+
10
-
201 �
_1_20 -11
5-0
16
L
TYPE 11 CA TCH BASIN
uj
"-I
A
STORY DRAIN MANHOLE TYPE
C4
Cn
+
SD--
4
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
5 20
S TD
u")
28,
19'
+
c%4
LO
LO
SEWER
te)
;45
20 20
r-
+
1w_
+
cn
C>
c:1
co
qq,
W)
cq
w
LO
1+56
55+
U11)
Ir-
LO
m A
+ 5
53
20!
TV.
52
cn
2 b
(n
c=> oc-> iu=i
1w
3u +
0031
cn
C> Lq , 1-Z
c> 00 W
cn
cn
c)
C>
,A
)a
20'
+
C4
35
19
E.
No. 35473
9/30/15
CIVIL
w1dw
DATE
1z
13
/ S 00*59'15"
14
(TO
co q
AWL
300.00 LF. 87 SEWER
SEWER MANHOLE TYPE "A"
V-- cn
cc
co
+
10
-
201 �
_1_20 -11
5-0
16
L
TYPE 11 CA TCH BASIN
uj
"-I
A
STORY DRAIN MANHOLE TYPE
C4
Cn
+
SD--
4
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
5 20
S TD
u")
28,
19'
S TD.
c%4
PT RADIAL T9 CENTERLINE STA. — AS NOIE9
213.56 LF. 8" SEWER
SEWER
Les
;45
20 20
10
ul)
cn
U-)
co
LO
A
cq
w
-M,
rRlw
cn
2 b
(n
c=> oc-> iu=i
1w
3u +
0031
-7
C> Lq , 1-Z
c> 00 W
3 3
c)
C>
2V
20'
+
C4
35
19
E.
No. 35473
9/30/15
CIVIL
w1dw
DATE
S 7D.
I
V-1
(TO
BE CONST OR EXISTS AS NOTED)
=1 -cic
:z
SEWER MANHOLE TYPE "A"
SEE SHEE T 15
cc
co
+
10
-
201 �
_1_20 -11
5-0
16
L
TYPE 11 CA TCH BASIN
uj
"-I
31$ cn
148
STORY DRAIN MANHOLE TYPE
18
14b
+
SD--
+ Cal I
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
S TD
u")
STUB & PLUG — AS NOTED
S TD.
c%4
PT RADIAL T9 CENTERLINE STA. — AS NOIE9
213.56 LF. 8" SEWER
SEWER
Les
724.96
3
RIGHT
ul)
ul)
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
U-)
+
51 ul)
5 u"
A
cq
-M,
rRlw
35
19
E.
No. 35473
9/30/15
CIVIL
w1dw
DATE
S 7D.
I
V-1
(TO
BE CONST OR EXISTS AS NOTED)
=1 -cic
:z
SEWER MANHOLE TYPE "A"
SEE SHEE T 15
cc
co
+
10
-
201 �
_1_20 -11
5-0
16
L
TYPE 11 CA TCH BASIN
uj
"-I
31$ cn
148
STORY DRAIN MANHOLE TYPE
18
14b
+
SD--
+ Cal I
35
19
E.
No. 35473
9/30/15
CIVIL
w1dw
DATE
S 7D.
I
V-1
(TO
BE CONST OR EXISTS AS NOTED)
TYP.
SEWER MANHOLE TYPE "A"
5
SEWER CLEAN OUT TYPE
C=�
C14
16
L
TYPE 11 CA TCH BASIN
S 00*59'15" W
17
STORY DRAIN MANHOLE TYPE
18
14b
SEPYER PIPE CONNECRON
SD--
A
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
S TD
u")
STUB & PLUG — AS NOTED
S TD.
c%4
PT RADIAL T9 CENTERLINE STA. — AS NOIE9
213.56 LF. 8" SEWER
SEWER
LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
724.96
3
RIGHT
OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
cq
�_R/W
7
2 b
1w
3u +
0031
-7
3 3
2V
20'
350
+
ul)
_350-
348
r
cn
cn
346
-344
41INV.
gmumilmmm
'00
WON L
cd
STORM
S=
DRAI N PIPE
+0.370%
-3-4-6-
3-42—
+
00
3*__L._E,__j
i --2-3 S7rORM
8 CL III IRCp
D
IRGJ
:11pt .�i
�, 18' INV.
+
C>
C�
18' INV.
INV.
I
35
19
E.
No. 35473
9/30/15
CIVIL
w1dw
DATE
S 7D.
C1 TY MONUMEN T ENCA SEMEN T
(TO
BE CONST OR EXISTS AS NOTED)
TYP.
SEWER MANHOLE TYPE "A"
TYP.
SEWER CLEAN OUT TYPE
r7
TYP.
TYPE 11 CA TCH BASIN
0
TYP.
STORY DRAIN MANHOLE TYPE
0
S TD
SEPYER PIPE CONNECRON
SD--
TYP.
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
S TD
OUTLET SIRUCTURE
STUB & PLUG — AS NOTED
S TD.
SEWER LA TERAL MARKER
PT RADIAL T9 CENTERLINE STA. — AS NOIE9
NOTE-
SEWER
LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
V%.)L-U I INBR
RIGHT
OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
_T
nprknf%cr7r\
r7
OL)
PROPOSED -
-----------
F Mair
V%.)L-U I INBR
vr% V& - Fn
GRADE A
350
_350-
348
r
346
-344
41INV.
gmumilmmm
'00
WON L
STORM
S=
DRAI N PIPE
+0.370%
-3-4-6-
3-42—
3*__L._E,__j
i --2-3 S7rORM
8 CL III IRCp
D
IRGJ
:11pt .�i
�, 18' INV.
+
1
18' INV.
INV.
I
2,
-34
340
CD 0--S/E—
.70
co
8".
340
338
CD
cn
F-c—Tw-
LO LO
Cp
Co
u"y_
L0
T
C> 1wd_
t
1L T,% _�l
TTC
INSTALL 300.
LF. 8� PVC SEWER
MAIN
im
IMMiLL
)W.VV L.F. 8* OVC
SEWER MAIN
4. ui
cn _00 INSTALL
213.56 UF.
8* PVC SEWEE
MAIN
+ L"La
>:
cn
SE A
u u K
rn A /%7- A 1 -7 4
1 rT11 L/ I V( 4f
PPL A
T & X -aA'
rl I
&
--DRIVE
(f
S 07
S
.11%
4__
GO
OF 170
SHEETS
NOTES:.
10 X 25 STORMDRAIN EASEMENT TO BE PR01MADJ1,11k
PRIOR TO RECAZDARON OF FINAL TRACT. 9
Zj, D V. e
REVISION Au 1. Al
A* f Z&Z .el
7 v kL—
ROBERT E. SMITH DA TE
R.C.E. 35473 EXP. �09130115
�CYISION APPROVED BY.
'Ar
MARIAN P. SHA W DA TE
/-7
/ I
R. C. E 32178 EXP. 121 � 1/16
REVISION- CHANGED PHASE LINES AND ALL
LOT NUMBERS. REMOVED S.D. & C.B. FROM
SUMP TO McCUTCHEN ROAD.
HORIZ* 1 — 5
VERT. 1 dommm 49
ct� :z-
W:::l
C=)
Lu
F=
` FL
2175.00 LF. 6" SEWER
c)
cl:�
BE CONS T OR EXIS IS A S NO TED)
T_A_
F LO
— I mm
ca
4w
T �le
S.D. A
IFL
C�o
C%4
TYPE "A 1) CA TCH BA SIN
S 89*00'45" E
E
]D
TYP,
STORY DRAIN MANHOLE TYPE
0
0— :2
E?
cm'i,
cc
Cl
UJ
S M
C> cn
C4
Al i -
cr_
Cl
eel)
c> re)
� C.D 6
E--4
J9
=E
uj %to
ac
SEE SHEET 14
c;
NOTE:
:m Ln
Z
C9 PZ?
m--:
6
101
c*
PARK
En a!
E-4
<
+ ><
LO
x umc) It>
m" zz oCs> :j
_j
6
4-
Co
a; 3t w)
m
Z!
tj LA-.
L U/ T
r+- cc 63 "-1 c
LL_
0;
C)
CD
LO
___PR0P0SED__
FINISH GRA
E"
R/W
ct� :z-
W:::l
C=)
V
` FL
2175.00 LF. 6" SEWER
c)
cl:�
BE CONS T OR EXIS IS A S NO TED)
T_A_
F LO
— I mm
ca
4w
T �le
S.D. A
IFL
C�o
C%4
TYPE "A 1) CA TCH BA SIN
S 89*00'45" E
E
]D
TYP,
STORY DRAIN MANHOLE TYPE
0
SID
cm'i,
cr_
Cl
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
S M
uj 00
C4
Al i -
cr_
Cl
eel)
c> re)
J9
mv_:
ul� 9
05
r- m
E-4 Q R
uz
Er -4
10 11
1
.d. I
cc
INV]
�WA
5 %0
5
A
FL 15
12 13 280.00 LF. 8" SEWER 14 cl.4 B
12 29.28 S 8 9'0 (0C4 5 " E 18* S.D.
4� SEWER LATERAL (TV.) TFL C114
-mill 65
R/W %0
+
1 04
20' 5
DIP. 97
p / 9% 4 4 6
101.201. 20 -ill
SEE SHEET 11
ME
Cl
cn
r5ghlow2m
mme
b 4
mm
M
14 15 16 17
E.
No. 35473
9/30/15
N
mmr,.-
7 41 limp
AIF
ROBERT E. SMITH RCE 35473
1�iii ��� ��
milm
*
S TD.
Cl TY MONUMEN T ENCA SEMEN T
(TO
BE CONS T OR EXIS IS A S NO TED)
*
TYP.
19
SEWER MANHOLE TYPE ) A
4w
cr_
(D sa.
L0
nr
r YP.
TYPE "A 1) CA TCH BA SIN
Ca
C> L�jj
TYP,
STORY DRAIN MANHOLE TYPE
0
SID
cm'i,
SD
Cl
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
S M
uj 00
c
cr_
Cl
00
J9
SE WER L A TERA L YA RKER
SEE SHEET 14
PT RADIAL TO CENTERLINE STA. - AS NOTED
NOTE:
SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
I—
SEE SHEET 11
20 1120
101
PROPERTY LINE,, 2.50' AT GUTTER FLOW LINE.
Lq
101-20-1- 20-111
x umc) It>
cd C>
tj LA-.
cc
R/W
C)
CD
5 %0
5
A
FL 15
12 13 280.00 LF. 8" SEWER 14 cl.4 B
12 29.28 S 8 9'0 (0C4 5 " E 18* S.D.
4� SEWER LATERAL (TV.) TFL C114
-mill 65
R/W %0
+
1 04
20' 5
DIP. 97
p / 9% 4 4 6
101.201. 20 -ill
SEE SHEET 11
ME
Cl
cn
r5ghlow2m
mme
b 4
mm
M
14 15 16 17
E.
No. 35473
9/30/15
N
mmr,.-
7 41 limp
AIF
ROBERT E. SMITH RCE 35473
1�iii ��� ��
milm
*
S TD.
Cl TY MONUMEN T ENCA SEMEN T
(TO
BE CONS T OR EXIS IS A S NO TED)
*
TYP.
19
SEWER MANHOLE TYPE ) A
4w
TYP.
SEWER CLEAN OUT TYPE ly
nr
r YP.
TYPE "A 1) CA TCH BA SIN
0
TYP,
STORY DRAIN MANHOLE TYPE
0
SID
SEWER PIPE CONNECTION
SD
TYP
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
S M
OUTLET STRUCTURE
STUB
& PLUG - ASNOTED
S TD.
SE WER L A TERA L YA RKER
PT RADIAL TO CENTERLINE STA. - AS NOTED
NOTE:
SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT
OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE,, 2.50' AT GUTTER FLOW LINE.
DATE
�pv
r...................................................
___PR0P0SED__
FINISH GRA
E"
_7
--PRO POK-D—F&SIf
GRADE—ABOVE—Rl
Dr
d
352
ABOVE PIP"
c4l
CY
Z.2345",
-4,3z
ra
Alk
X
FINISH GRADE
49
350
348
346
27± LF. 1
cn Z
CL III R&
CL
u-zi
cl, ca
00
�o
00
co
awl
_T___
�
18! INV.
HL_RCP
STOR DRAIN PIPE
r%703w-
llr INV.
_t
-35D--
3
I --.il0R9_DfMN
S --4
�/RGJ
111' HALI
+0.37070
r,�_ . C-11
HAL
_L
. .... . . 7 7 .. ....... ....
Uri
INV. L J
0
j3 -4&--
344
342-
18" INV.
49
C
1,111 RCR
S= —0.181%
119±
LF. lr CLIIJ RCP W/RGJ
U -PIPE
71—
— -------
CLIll RCP W/RGj
I
Imp
[RGJ
34
- - -------
1 1 91. +
cn
I I
NV.
CD
+
m co
1?� --aim
34Z69 -E
ci
ev - 1
I--Ww
34
1�
......
LO
low
T
_::L"
N PIPE
19
lar -IW.
-P A^
-lir -INV.,
_4
T
A
mg
. CN
ci
C)
cs
cl*4 ell
+ uJ UJI
v
ell
Lu
c>m
+ ui
B
S4
B
�C N I
-70
V
a 4 r- Iftal
INS I L -F. u
r%%I^ ^r*ll9_r% k
11villp %W-VVLF%
:z Z:
inc
-_ -- t
4-- 0.4 woo
::,--
Z:
_w
iNSTALL-28a00-L
r%% 1^ 1
rv%A 1
%r- n &A Mt
1% m IN
%_
PON
---
—_
I N C
TZQ? A T
fill] I I
R P 0 R T E D
Pi4od Qr
2
S
ZW-1 ".507o
I or- 1AIL-D
I.- c
f) DI A OR01
ZLE
t
ov 71% 7"
T
II
T
I mmommommommommom
I
T
I I
i
I
-L-
. I
1 1111111
Rim 11111 MINIMUM 11
HEET 1 3
OF 170t
�pv
J.
REVISION zh BY.
LEGEND:
ulj
ROBEFT E. SMITH
DA TE
R.C.E. 35473 EXP.
09130115
REVISION &,,APPROVED BY.
40
ea
Lo
MARIAN P. SHA IN
DA TE
R. C. E. 32178 EXP.
12131116
REVISION- CHANGED PHASE
LINES AND ALL
LOT NUMBERS. REMOVED S.D.
& C.B. FROM
SUMP TO McCUTCHEN ROAD.
9
SCALE.* / HORIZ* 111"' mono* 50
VERT. 1 4
C.D
+ cr_
_"'ANK
SEE SHEET 13 P
ul) ul
cn Cd
10 20 - 20_11QI CO
+ ckc
C14
39, L ur'\ T (r -"\l
P5
Y Z_ LO
col
"-FL C)
12 S 00*59'15" W 13 14 C"**4 15
�O
4 J_ A
ujf( u") LO
T 4! SEVER
283.57 LF. SEWER 00 LF. Er SEWER T
c) LATERALS (M.) C%4"
co FL-/ T
'—R/W
04
+ + r4l)
lw— %_ " 7 c"
f1r) r-
2 3 86
r 8- 5
94 3f 20! I&V 32! 89
00 c: 00 cn
i Q1,20 1.1,120.lj Q, U") (In cn "i co
+ + + Nr
C14
SEE SHEET 13
En cn cn cn
LOT NUHBERS AND PffASE LINES CffAJV6E9
"qwpl%�
AN In If AW
ORA T CL1 I;R 0 VE DRI V1
PHASE 2
10 11 12 13 14 15
QD
SEE SHEE T 15
OL 2QI120 1
3T
4
w 00
U)
5,a 13V 43
20 20 107
SEE SHEE T 15
kt!
iLlf�
�?'OVESSI
E.
No. 35473
W. 9/30/15 ROBERT E. SMITH RCE 35473 DATE
civl'�
F c A0
-a
r'l
LEGEND:
ulj
4-w
LO
ON
S TD. C/ TY MONUMEN T ENCA SEMEN T
40
(TO BE CONS T OR EXISTS AS NO TL D)
vi
TYP. SEWER IVANHOLE TYPE
ryp. SEWER CLEAN OUT TYPE T)
nr
TYP. TYPE "'A" CATCH BASIN
0
TYP. STORY DRAIN MANHOLE TYPE T`
C
s TD sEPYER Pla- coNNEc TIoN
S D.
Typ.
I RCP WIRGd Ct /// STORY DRAIN PIPE AS NOrED
S TD OUTLET STRUCTURE
T
STUB & PLUG - AS NOTED
S TD. SEWER LA TERAL MARKER
PT RADIAL TO CENTERLINE STA. AS NOTED
0
W AT A LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
(14
ON
T
z PROPOSED
FINISH
ABOVE PIPE
GRADE
354
.. ..... .. ....
T
A
54
352
350
348
'350
48
346
7
346
4-
344
4--
7-
c;
3:
C) rA, A
LK)
*00 10
15�
_jj+_A"
04
ool
------
Go
------
A
83.57_LE�
87 PVC ----_-MAIN
U) GO
WN
r Am p
00-1. — I .
S 0.3527o
1
4 160 4 0
_T
1
1
1
1
i 11-T
TD A /"
I I 1/_l L/
—S,—D,--PLAN—&—PffiJr1LL
TQA
lulllk�'ull= OL
.0 n
A/^ jQQ A Cf.
I v V. V LU*f I /-I %JL_
q M I r-
S
0.353%
_T
_T
—94fff
K 65; V.E&
... .. ........... .... .. .. ..
T
AL SHEET
R OF 1
14 7A SHEETS
(14
REVISION I Y.-
S TD.
Cl TY YONUMEN T ENCA SEMEN T
ROBER SMITH
DA TE
R.C.E, 35473 EXP.
0 913 0/15
REVISION APPROVED BY.
PROPOSM-
FINISH GRADE
ABOVE P1
4s 14?
TYP.
Lu
MARIAN P. SHAW
DA'TE
R. C. E. 32178 EXP.
12131116
REVISION- CHANGED PHASE
LINES AND ALL
LOT NUMBERS. REMOVED S.D.
& C.B. FROM
SUMP TO McCUTCHEN ROAD.
SD-
%QCALE: HORIZ. 1 50'
VERT. 1 4 9
100-40
f 'I
PHA�)E 2
10 11 12 13 14 15 16
im
_6114-MICSM.4
LU
P'&!
C�j
18
E.
No. 35473
9/30/15
ROBERT E. SMITH RCE 35473
S TD.
Cl TY YONUMEN T ENCA SEMEN T
(TO
BE CONS T OR EXIS IS A S NO TED)
-7
ZEi
TYP.
SEWER MANHOLL- TYPE 'A"'
PROPOSM-
FINISH GRADE
ABOVE P1
4s 14?
TYP.
Lu
mir
T YP.
>_
:m
0
TYP.
cr_ ;E
C
SID
SEWER PIPE CONNECTION
SD-
rYP
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
SID
OUTLET STRUCTURE
_1354-
STUB
21
346
S TD.
SE WER L A TERA L IVA RKER
PT. RADIAL TO CENTERLINE STA. AS NOTED
NOTE:
SEWER
LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
C)
0:::
C113
co
C�b Q_
M�
PROPERTY
C)
s
5R
o f
344
1
FL -
1
m
C)
-J-
cs
C)
_3A4
100-40
f 'I
PHA�)E 2
10 11 12 13 14 15 16
im
_6114-MICSM.4
LU
P'&!
C�j
18
E.
No. 35473
9/30/15
ROBERT E. SMITH RCE 35473
DATE
354
ZU-1
350
348
S TD.
Cl TY YONUMEN T ENCA SEMEN T
(TO
BE CONS T OR EXIS IS A S NO TED)
-7
ZEi
TYP.
SEWER MANHOLL- TYPE 'A"'
PROPOSM-
FINISH GRADE
ABOVE P1
4s 14?
TYP.
SEWER CLL -AN OUT TYPE 'A
mir
T YP.
11
TYPE A " CA TCH BASIN
0
TYP.
STORY DRAIN MANHOLE TYPE
C
SID
SEWER PIPE CONNECTION
SD-
rYP
RCP WIRGJ CL /// STORY DRAIN PIPE AS NOTED
SID
OUTLET STRUCTURE
_1354-
STUB
&PLUG - ASNOTED
346
S TD.
SE WER L A TERA L IVA RKER
PT. RADIAL TO CENTERLINE STA. AS NOTED
NOTE:
SEWER
LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT
OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
. . ........
PROPERTY
LINE, 2.50' AT GUTTER FLOW LINE.
DATE
354
ZU-1
350
348
-7
ZEi
PROPOSM-
FINISH GRADE
ABOVE P1
4s 14?
A4,1
PROPOSED
MIS RADE
VE --"E-
OSED
ry
1NISH' MADE—
^% ir- p
--ABUVL
irt--
a
- E
_1354-
352
_350-
346
. . ........
344
1
1
-J-
_3A4
Lj
00
00
lc�_
W
La
C*4
ui
f
+
LAJ
_csi_
-I- LLJLJ
C14
+ LLJ
04
-F LLJ
LLJ
co
cri
ED
LLJ LLJ
INSThLL
��C
175.00 LF
MAN
INSTALL 65j'00
t;- 7�pvc_SEWgR
LF.
MAIN
114STALL
__v'-PVC--SEWER-MA
175.00 LF.
0007,
N----
A It
INS 175.00 LF.
_"WSEWM_MAIN-____t6_
<
;_T- ,
.0-3,
IN STALL 50.00 1
-0--P-- -,
vc:m
F.
I Rza_�'
AIN pop
-
--&lit
-ALI
T A
A AL
------TWF-)Vo;-768-74-7P-M-%�.'O�'E
010))
1JI k/ ka
__jc
I
P A T V n
Xv L& A Aj A.,
2
7
I FT TfV
NUDA
5—. L
v fn- I
A T 77-11 T7 T7"1
a vmv up,
r -
Zj�( SHEET
':::�
15R OF 1-1!*
�SHEETTS
I I
111 11 1111111mm
' 4
411
L2
0
SCALE.* HORIZ. 1 50
VERT, 1 4"'
Z 3
ce
�j
=���LAYA
mwa/
IYD US TRIA L L 0 T
1 1 0' 6)
/-R/W
I I -
VATr
MrITIN41m
CN 1 %_
:3�
c>
+
c'] 91WL ISLAYD C14
M11
SEWE" LOCATED ALON"'
KELIANCE DRIVE"
R W
Z
ltd -
300.00 LF. 8" SEWER
7RACT jWNDAkY_0 1'7
11 12 13 14
i
STD. CITY MONUMENT ENCASEMENT
(TO BE CONS T OR EXIS TS A S NO TED)
TYP. SEWER IYANHOLE TYPE
TYP. SEWER CLEAN OUT TYPE ;A
I
T YP. TYPE 'A ly CA TCH BASIN
0 TYP. SrORIV DRAIN IVANHOLE T
C S TD SEWER PIPE C
"D- TYP. RCP WIRGJ STORM DRAIN PIPE AS NOTED
STD OUrLET CrURE
S TUB & G — AS NOTED
S WER LA TERAL MARKER
r RADIAL TO CENTERLINE SrA. — AS NOU
NOTE- SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
. 17 18 19 20
01---somp"
rmmi
VOID, a PA
[go
I mol". ��J' :1
IS m
rMAN
um
E. 4/7'
No. 35473
9/30/15
-civiv
REVISION BY:
ROBERT E. SMITH
DA TE
U.E. 35473 EXP.
09130115
A
REVISION APPROVED BY.
:3�
MARIAN P. �HA IN
DA TE
cl:'
12131116
REVISION: CHANGED TO REFLECT NEW SEWER
CL
CD
3RZ 5RZ 6RZ 7RZ 16R2 ONLY.
QLLJ
c>
qoc:z
C:p
co
jj -<
a- _j
cn
:z
-f-
C> c)
SEE SHEET 6
__j
C)
;� %_
10 20 20 10
__j
c' jg
CO La
7 7 7 9 :0 1.� z z e z z z
d—& -Z
4--c-
�E
co
�_FL A
U'>
323.74 LF. S* SEWER
re')
N 00*30'37" E C'14
18
19 CMIMNE::�'_
20
P
LEGEND.#
STD. CITY MONUMENT ENCASEMENT
(TO BE CONS T OR EXIS TS A S NO TED)
TYP. SEWER IYANHOLE TYPE
TYP. SEWER CLEAN OUT TYPE ;A
I
T YP. TYPE 'A ly CA TCH BASIN
0 TYP. SrORIV DRAIN IVANHOLE T
C S TD SEWER PIPE C
"D- TYP. RCP WIRGJ STORM DRAIN PIPE AS NOTED
STD OUrLET CrURE
S TUB & G — AS NOTED
S WER LA TERAL MARKER
r RADIAL TO CENTERLINE SrA. — AS NOU
NOTE- SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND
RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT
PROPERTY LINE, 2.50' AT GUTTER FLOW LINE.
. 17 18 19 20
01---somp"
rmmi
VOID, a PA
[go
I mol". ��J' :1
IS m
rMAN
um
E. 4/7'
No. 35473
9/30/15
-civiv
REVISION BY:
ROBERT E. SMITH
DA TE
U.E. 35473 EXP.
09130115
A
REVISION APPROVED BY.
MARIAN P. �HA IN
DA TE
R. C. E. 32178 EXP.
12131116
REVISION: CHANGED TO REFLECT NEW SEWER
AND S.D. ELEVATIONS AND SEWER SIZE ON SHEETS
3RZ 5RZ 6RZ 7RZ 16R2 ONLY.
1172wo
All
11D
PIRE
352
350
- --------- 4-
352
J50
348
346
348
346
00 A
344
%5
342
340
"Pop
-OWN
mom.
342
340
338
_T_
—1338
336
_T_
—1336
334
1334
332
332
:3;
_5
0
me
c
R
IL
- co
_j
w
I
CL
c�
___n
=-C�r
6
.
Q mi" I
fanh 11Q
A
+
:z
CO
cn
00
co
m
!x
+
04
Ay
Til? A
111/1
L -N -C-0 1)
A/^
1 V VAJ
D A A
V K W A
7.4
/ I I I If
4 Qr_ I
1�&, I
—
F _________ 4___
INSTALL 300.03
LF. 8r PVC SEWER
MAIN
i - —
114STALL
300.00 6F.
8w PVC SEWER MAIN
__�t�___
_-IN-SlAt
"._2U_4__LF,87LP_VC_
SEWER M AIN
cn
rr
JL
_n
LAIr —PL
YYLA
fnf—I
0- nf
04 r
CE r% r"% I I
If—
It—
1 S
1.00070
S
0.3507,
S 0.30%
T
T_
L
A
ITt-L
A
SHEET- 1(TR2
UKI �
-OF 17 S'1r_r--rc-
I I
--- ___
SUMP TO BE CONSTRUCTED PE
CITY OF BAKERSFI ELD STANDA
D-101 D-112 D-12, AND D-13
M
BOTTOM = 333.00
CAP. PROVIDED 11.53 AC. FT.
CAP. REQ. 10.07 AC. FT.
BOTTOM = 40,070.7
MID 50,149.26
TOP 602776.33
NOTE: SUMP TO BE CONSTRUCTED
SIMULTANEOUSLY WITH TRACT 6873.
H ORI Zo 1 " — 50'
VERT. 1" — 4$
a
X. CHAIN LINK FENCE S Uffp _DE _TA Il
A
REVISION ZAl BY;
ROBERT E SMITH DA TE
R,C,E 35473 EXP, 09/30/15
9
REIVISION APPROVED BY,
MARIAN P, 'SHA V DA TE
R,C,E. 32178 EXP, 12131116
E.
No. 35473
0/30/15
W
CARAMBOLA PLACE
LLJ
3' BLOCK WALL
�ROUNDSUMP
:SEE WALL PLANS)
lux
wkq-m
OFAM
.. ............................. 1111111111111.11�
A
1601000=1011 'm
1. OVEREXCAVATE TO A DEPTH OF 31 FEET BELOW EXISTING GRADE AND BACKFILL WITH
CLEAN COHESIONLESS SAND CLASSIFIED AS SP OR SW IN THE UNIFIED SOILS CLASSIFICA11ON
SYSTEM TO ENSURE ADEQUATE PERMEABILITY FOR WATER TO DRAIN IN SEVEN DAYS OR LESS.
2. PRIOR TO A N0110E OF COMPLETION, A LETTER FROM THE SOILS ENGINEER IS REQUIRED
TO BE SUBMITTED VERIFYING THAT THE SPECIAL REQUIREMENTS IN THE SOILS REPORT HAVE
BEEN MET. A SOILS ENGINEER IS REQUIRED TO BE ON SITE DURING CONSTRUCIION OF THE
SUMP.
9 TD, CI T Y MONUMEN T ENCA SEMEN T
(TV BE CONST. OR EXISTS AS N17TEP)
T YR SEWER MANHOLE TYPE I'All
T YR SEVER CLEAN 17UT TYPE I'All
air TYP TYPE A"' CATCH BASIN
0 TYP. STORY DRAIN MANHOLE TYPE
0 SE9 SEVER PIPE CONNECTION
sD TYP. RCP WIRGd CL /// STORY DRAIN PIPE AS NOTED
:a— 9 TD 17U TL E T 9 TRUC TURE
BLOCK WALL.
-�SEUWALL-
NSr--'--
S_T'v
0"ll"K WALL
(SEE-VALL-P
L
�;�=-M-WAUL.-PLAX
HlGH__
BLOCK WALL
GH-
BLC CK' WALL
_'���SEE WALL PLANS)
350
34f
fro-
12
—3 DOD'
-350--
3
T!
32.00i
L
3T I
350
346
10
346
0 40
346
3441
344
—4—
H.G.L
344
342
HIGH
WATER 343.00
_-4
3421
Z\_, z�l 2LI,
HIGH WAT�R
2�
343.00
7-
HIGH WATER,
3,43.00 I 18 INV.
342
3401
338
H.&L
340
338
till
343.10 E.
40
338
336—
JNYL.-
N.
F.
336
336
334
.70
36" INV.
336.70 E/W
y0ft
33ji.
f-
CL in ROP W/RGJ
I
334
d
332
0 ---
SUMP
BOTTOM 333.00
332
SUMP BOTTOM!
333.00
SUMP
BOTTOM 333.0un
ME--ST-0RM--DMN-PlPE-
mm S= .152%
—IIAT
1 M.10 Nj*
332
330
--------------
330
T__
330
32E 1
SEC77ON "BA'
328
1
c
328
3261
3D
+
T
32 6
324
326
324
322
1
3`22
322
320
320
__qWR
EXCAV. B01TOM
318.91
itt
1 N r 0
320
318
318
-A'
TPA r- �E
9jW- __pL
-ft. RR;�4
AN- k ILL
3 18
_-A
I
T_
c,-HFFT 17R
(0) 17&' SF