HomeMy WebLinkAbout1.2-7248 Ph 2 & 3 Record DrawingD R El Y: E %vj I E \yiq if 0 .
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ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE
PUBLIC WORK:'3 DIRECTOR, CITY OF BAKERSFIELD DATE
NICOLAS C. FIDLER, R.CE. 61069
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TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT 'THE SOUTHEAST CORNER OF SECTION
13-30/26, BEIi',IG ABOUT 50—FEET SOUTH OF THE RAILROAD TRACK ALONG THE
CENTERLINE OF BUENA VISTA ROAD.
ELEVATION = 354.13
BASIS OF BEARINGS:
THE BEARING OF N 00'57'45" E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN
ON PARCEL MAP 11838 PHASE 2 RECORDED IIN BOOK 57 OF PARCEL MAPS AT PACE 169
IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS
SHOWN HEREEON.
LEGAL DIEL'SCRI PTION.,
A PORTION OF PARCEL 8 OF PARCEL MAP NO. 12100, ALSO BEING A PO'RTION OF THE
NORTHEAs-r 1/4 OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO
BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF
CALIFORNIA.
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WE ez")T M I N G SPECIFIC PLAN AREA
V I kC` I IN 111
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NO SCALE
M1 A
JERIALS-L—L-1a,'I
ESTIMATED QUANTITIES FOR PLAN
CHECK AND INSPECTION FEE CALCULATIONS.
NOT TO BE USED FOR BIDDING PURPOSES.
S'EWER
PIA -
2 !-i E _2
8" SEWER MAIN
807
LF
6" SEWER MAIN
200
LF
4" SEWER (LATERALS)
744
EA
SEWER MANHOLES
6
EA
SEWER CLEANOUTS
2
EA
ADJUST MANHOLES TO FINISH GRADE
6
E. A
ADJUST CLEANOUTS TO FINISH GRADE
2
EA
TIE-IN
0
EA
STORM DRAIN
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18" R.C.P. STORM DRAIN
34
LF
TYPE "A" CATCH BASINS
3
EA
TIE-IN
3
EA
IFI _A
788 LF
624 LF
1,418 EA
6 EA
0 EA
6 EA
0 EA
2 EA
0 LF
0 EA
0 EA
SHEET No. INDEX
Cl) TITLE- SHEET
C2D STANDARD NOTES &. DETAILS
M RENAIQSANCE COURT
HELENA WAY
C4D WOODLAWN WAY
C3) JUBILEE LANE.,..
CD HOLLYBROOK LANE
M MAGENTA DRIVE
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NOTE U.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OFBAKERSFIELD PUBLIC a 25 TL 0<
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WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET uj U), 1A
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RIGHT OF WAY. UNLESS SEECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN Li -i i�:2 o 0 o (D 0 0�
APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND
INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE DEA PERMIT.
01
TENTATIVE- TENTATIVE/ it UJI
TRAur 7246 410 TRACT 7247
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cx) SHEET INDEX NUMBER NOTE. SEWErR MAIN AND LATERALS ALONG MAGENTA DRIVE WILL
BE BUILT PER PARCEL MAP 12100 SEWER AND STORM DRAIN \X
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SS 12 SEWER MANHOLE W/NUMBER
PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND
(c)
CO # 12 SEWER CLEANOUT W/NUMBER DEPTH IN FIELD AND NOTIFY ENGINEER IF THERE ARE ANY
Q) SD#1 2 STORM DRAIN MANHOLE W/NUMBER DISCREPANCIES).
TIJB#12 STORM DRAIN JUNCTION BOX W/NUMBER
NOTE: STORM DRAIN ALONG HELENA WAY, WOODLAWN WAY,
,;.Lq, CB 12 CATCH BASIN W NUMBER JUBILEE LANE AND MAGENTA DRIVE WILL BE BUILT PER PARCEL
MAP 12100 SEWER AND STORM DRAIN PLANS (CONTRACTOR
PROPOSED )EWER MAIN SHAIL VERIFY EXACT LOCATION AND DEPTH IN FIELD AND
PROPOSED STORM DRAIN NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES).
SEXISTING EWER MAIN UNDERGROUND SERVI(X ALERT — S
OF SOUTHERN CALIFORNIA
—SD— EXISTING STORM DRAIN "K,
TT�iT��j��ORE Yo(.,
TION
H- TOP OF MAINHOLE ELEVA
INV.- PIPE INVERT ELEVATION
(E,S,N,W)- (EAST, SOUTH, NORTH, WEST)
P.V.C.- POLYVINYL CHLORIDE
= APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY
ALL LENGTHS PRIOR TO BIDDING THIS PROJECT
R.C.P.- REINFORCED CONCRETE PIPE
R.G.J.- RUBBER CASKET JOINT
CB_ CATCH -BASIN
DIALTOLL FREE 11.800-227-2600
AT LEAST W10 DAYS BEFORE YOU DIG
N MAP
SCALE: V=200'
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PHASE 1
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DATE 12/30/20-14
PA jQ8 No. 13-2750H
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GEN ER L t,10TES
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF
BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING 'THERETO.
THESE DOCUMENTS SHALL BE MADE A PART HEREOF.
2. ALL CONSTRUCTION WITHIN THE CITY RIGFIT-OF-WAY OR CITY EASEMENTS SHALL BE IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
DEPARTMENT OFF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010, THESE
STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THES'E_ PLANS AND
THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTIOIN. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE 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 STREET
RIGHT--OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR
PRIOR TO ISSUANCE OF A PERMIT.
l
4. 24 FIOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY
CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE
SECTION MAY BE NOTIFIED AT (661) .326-3049.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT
'THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS
ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER &.
ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
r"
C. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR
OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF 'THE LOCATION AND
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK, UNDERGROUND SERVICE ALERT
(U.S.A.: '1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO
ANY CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, ED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT 'THE CONTRACTOR'S
EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY -THE GOVERNING AUTHORITY.
8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK.
9, -THE CONTRACTOR SHAI - L FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND
SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
k� L.
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE
REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED
AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION
WILL BE ALLOWED FOR SUCH CORRECTION.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR
OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER
OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL- IN WRITING AS TO THE CHANGE OF
ENGINEER IN RESPONSIBLE CHARGE.
12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING
E-ROSI011, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION
P A F THIS
LAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT
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 LIABILITY ARISING FROM
THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
I -
OF THE DRAWINGS AND
13. IF *THE CONTRACTOR IS IN DOUBT AS 'TO THE MEANING OF ANY PART
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL
SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR -1-0
FILING HIS BID PRICE FOR THE PROJECT.
14. PORTER dc ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES -TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE
APPROVED IN WRITING BY PORTER Sc ASSOCIATES, INC.
15. NORMAL STAKING AND MARKING OF -THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL
RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF
T[ -IIS PROJECT.
F Q
01:11 S '�AYEF
1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD
SUBDIVISION DESIGN MANUAL AND WITH -THE RECOMMENDATIONS OF THE MANUFACTURER.
2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH 'THE TRADE BRAND NAME OF
THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE.
i. PVC PIPE INSTALLATION:
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS
D3034 AND SDR -35. 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.
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINT' SHALL BE IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS
TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321.
ONLY CLASS I OR 11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE.
4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED
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ON 'FOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE
PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHl-OF-WAY LINE.
5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER
C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS.
6. WYE -FITTINGS SHALLE -
BINJECTION MOLDED INLINE AND SHALL BE USED FOR ALL LATERAL
c
CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE
THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS
ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD
PLASTIC PLUG (SOLVENT WELDED).
7. ALL LATERALS SHALL EXTEND *TO A MINIMUM OFF FOUR FEET BEYOND THE PROPERTY LINE
AND SHALL BE 4" IN DIAMETER 'EXCEPT AS NOTED ON PLANS. STAMP "S" ON CURB FACE
FOR ALL SEWER LATERALS.
S. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE Ifff11 THE CITY OF BAKERSFIELD
DRAWINGS SW -4 AND SW -5 AND SECTION 70--1.02H AND 71-1,07 OF THE STANDARD
SPECIF1 CATIONS OF THE STATE OFF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST
EDITION.
9. THE CLE ANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
STANDARD DRAWINGS SW --6.
10, SYSTEM TESTING:
INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE
SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND
ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST
AND INSPECTION.
Q_F3
11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED
WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY
ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN
ORDER TO VIEW AND RECORD THE -TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO
INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO
INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY
NOTIFY CITY OF ANY PIPE 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 T'HIE
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 OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME
THE PROPERTY OF THE CITY.
C9 Q S
1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE
FOLLOWING:
A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III
(ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD
SPECIFICATIONS. (SEE GENERAL NOTE 2)
B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION
65-11.06 OF THE STANDARD SPECIFICATIONS.
C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE KITH THE REQUIREMENTS OF SECTION 65
OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2)
D, IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BEE
CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN
ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED.
IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE.
081 TIRIFIENNIC111-1,11NIG1.1 PAOTES
1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL --O SHA TRENCHING ORDERS AND THE
CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE.
2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND
COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22.
3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE WITH THE CITY OF BAKER SF-IELD DRAWING ST -6.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR
PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO 'THE SATISFACTION OF TF -IE ENGINEER
AT THE CONTRACTOR'S EXPENSE.
5, FLOODING OR WATERjETTING SHALL NOT BE USED FOR BACKFILL COMPACTION.
6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN *THE
PIPE ZONE, CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%,
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND
LOCATION OF REQUIRED TESTS SHALL BE DE-TERM11NED BY THE CITY ENGINEER. 'THE COST OF
RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR.
TO C9LljF
ALL MANHOLES AND CLEANOUTs WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH
GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE,
AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. i
CITY�,' TANL)ARD 6
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1.
THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED
A PART
OF THESE PLANS.
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(CONTRACTOR
-To OBTAIN LATEST EDITION, 110-26-89, THEREOF
UNLESS OTHERWISE
NOTED)
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CITY STD. No.
DESCRIPTION
CITY
STD. No.
DESCRIPTION
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SW -1
SEWER LATERAL MARKER
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D-6
LANDSCAPED CONSTRUCTED CHANNELS
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SW -2
'FRENCH SECTION FOR CONCRETE 'ENCASED PIPE
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D-7
RIGHT OF WAY FOR CONSTRUCTED CHANNELS
0<
SW -3
PAVEMENT PATCHES
D-8
RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS
0
SW -4
MANHOLE, -TYPE "A"
D-9
PIPE SADDLE DETAIL
E4
SW -5
FRAMES & COVER FOR MANHOLES & CLEEANOUTS
W
D-10
SIDEWALK UNDERDRAIN
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SW --6
6" CLEAN OUT
D-11
DRAINAGE BASIN
El
SW -7
HOUSE CONNECTION WITH VCP SADDLE
D-1 2
CHAIN LINK FENCES
L1 t!. l
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SW -8
INDUSTRIAL SAND TRAP
D-13
CHAIN LINK GATES
SW -10
SAND -TRAP
D-14
CATCH BASIN, TYPE "A"
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SW -11
HOUSE CONNECTION WITH CAST IRON SADDLE
D-15
CATCH BASIN, TYPE "A-1"
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SW --12
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SEWER LIFT STATION VALVE BOX
D-16
CUTTER DEPRESSIONS
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D-1
INTENSITY VS. DURATION CURVES
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D-17
JUNCTION BOX
01
D-2
RATIONAL METHOD RUNOFF COEFFICIEN'l-S
91
0-18
MANHOLE, -TYPE- #'B"
D- 3
CHANNEL PROTECTION
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D-19
DRAINAGE WELL, TYPE "B"
D-4
CHANNEL PROTECTION
ST -22
DATED 1/11/99 TRENCH BACKFILL s COMPACTION
D-5
RIGHT OF WAY FOR NATURAL CHANNELS
ST -6
DATED 1 /11 /99 STANDARD PAVEMENT PATCHES
SW -7 REV
CONNECTION TO EXISTING SEWER PIPE
(10/22/13)
CURVED PIFIE NOTE. -
CONTRACTOR SHALL DEFLECT JOII`,,ITS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE
CURVE RADIUS AS SHOWN ON PLANS.
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INSTALL 124.6'1 L.F. ____ INSTALL 13-/.4'± L.F. INSTALL 290.5*± L.F.
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C,URME RADIUS LENGTH DELTA
C1 987.GI)' 377_,16' 2'1*36'14"
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INSTALL
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ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN.
ALL SEWER LATERALS ARE 1"O HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER
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NOTE N: STORM DRAIN ALONG HELENA ?JAY, WOODLAWN 'NA'Y, JUBILEE LANE AND
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ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT CUTTER
ELOWLINE AND A 2.25' MIN, _ 7' MAX. F COVER AT THE PROPERTY LINE.
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CURVE TABLE
CURVE RADIUS LENG'[H DEL'fA 'rlkJ;EffF
Cl 1247.00' 251.39'- 1134'24"� 126.37'
C2 �M1241.00' 345.86' 15'53'29' '174.05'
[::C:T 1252.00' 36.77 31'233 352, 26'
NOTE A: SEWER MAIN ALONG MACEN TA DRIVE WILL LIE BUILT PER PARCEL MAP 12100
SEWER AND STORM DRAIN PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND
DEPTH IN FIELD AND NOTIFY ENGINEER IF THERE, ARE ANY DISCREPANCIES.
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[::C:T 1252.00' 36.77 31'233 352, 26'
NOTE A: SEWER MAIN ALONG MACEN TA DRIVE WILL LIE BUILT PER PARCEL MAP 12100
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