967k_wt_swNO TIFICA TIONS 1w
AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL NOTIFY. (',U'UNTY OF RIVERSIDE
1. EASTERN MUNICIPAL WATER DISTRICT,
FIELD ENGINEERING DEPT. (951) 928-J777 EXT 4291 CFD 2017-77
2. RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT (951) 955-6893
3, UNDERGROUND SERVICE ALERT (USA) (800) 422-4133 OR 811 RACT 36785
4. ALL OTHER AFFECTED AGENCIES THAT ARE NOT MEMBERS OF USA.
g, ctry of melvz6E (19/) 627-6777 5E WER, 6 FOR MA IN, WA TER R EC YCL ED WA TER IMPR VEMEN T K A N
EM WD WA TER NO TE5. fNOR 1H S UT
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1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH EMAD /8� fx/os N
STANDARDS AND SPEC?nCA77ONS LA VENTANA RANCH RIW
2 PRIOR To CONSTRUC77ON OF PIPELINE, CONTRACTOR SHALL EXPOSE EXIS77NG WATER SYSTEM AND
VERIFY ITS EXIS77NG ELEVA 77ON AND LOCA RON.EMWD RECYCLED WATER NOTES. R -Cl ARA 770,41 or olftift?fr® RECO 0o 44 i 44 PLACE BLUE RETRO REFL EC T1 VE PA VEMEN T MARKER 6" OFF ST. CL,
J. WERE SEWERS HAVE BEEN CONSTRUCTED BY AGENCIES OTHER THAN EMOD, CONTRACTOR SHALL ACCESS RD C ON HYDRANT SIDE PER RIVERSIDE SID. COUNTY FIRE DEPARTMENT
VERIFY SEWER LATERAL LOCATIONS PRIOR TO EXCAVATION FOR WATER PIPELINE. IN THE EVENT 1. RECYCLED WAFER PIPELINE AND APPURTENANT CONSFTUCTION SHALL BE /N ACCORDANCE WITH MER,69r VECLARE r#A7- t AM of 99COROAPR rv-4 lomv.ECr VA RIES GUIDELINES & TYPICAL HYDRANT MARKER LOCATION DETAIL HEREON.
SEWER LA7ERALS ARE FOUND TO BE A DEPTH LESS THAN IN ACCORDANCE WITH EMW0 SEWER EMM) STANDARDS AND PE IFI RONS 11Af,9 rh'AT ME OE916# Of rIfR 1,0PROYRAIEN725 5110WA(0jvr#E.!AFAt,4A(6 00R1b5_4 (0,-162
STANDARDS, WATER PIPE LINE CONTRACTORS ADJUST WATER PIPELINE DEPTH AS DIRECTED , SERVICE LA7ERAL, AND MEIER IVIThrAILAROfE5.5VON41 114-450fe1guLt TWIGM HKDRANT A44RKER LOCATION
2. ALL RECYCLED W47ER FACIL177ES INCLUDING PIPE SIZE, ALIGNMENT 76, 1� 8 VARIES
THE 145fecr-4 Pig MIR49est,51Y,00 rffe1&11&NpyR41f1yr9. w1rif VA IES N. TS.
BY THE ENGINEER TO CROSS OVERSEWER LATERAL IF POSSIBLE, TO PROVIDE J6" MINIMUM SIZE SHALL L MA TCH THE ACCEPTED 70 R OUE r1le j;ff
'eCX e
'6R.10,14W,q or 7#eC1ry,0FAf,6#j,4fe' r
HE LA 7FRAL, WHICH REQUIRES J PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXIS77NG RECYCLED WATER 9f5,v,6C;r T9 I(IM740 'wp 0% 2.07.
COVER TO FINISH ROAD GRADE, OTHERWISE, CROSS UNDER T 1-411'fes, 1WR
A go icxvo m6,goe mzc PAu owim;: N rIzanAx chrecx zew roe 2,07. MIN. EXIS T/A G GROUND
,6 MIN 2.0%
SPECIAL CONS7RUC770N. SYSTEM AND VERIFY ITS EXIS77NG ELEVA 77ON AND LOCA 770N. 1 IM/77P jo(/910,7916 rtlE ftdlNg COIA111 r wjlrg r#0 617y9F -9rAffp1qR1p9, ---- ---------
4. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH SID. DOG. B-598 TYPE 18 4. ALL SERVICE CONNECTIONS SHALL BE 2 -INCH SERVICES, UNLESS OTHERWISE NOTED, AND SHALL px0Cr,0t1RE0, AOL f,-1e!9,,4NV VWX1NC,6!;; (2) THE PLAY CffECK 10MOTA MAX
5. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTER GRADE) OF PIPE BE LOCATED AS SHOWN ON THE PLANS AND ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. 9er_ST471A(A MONAw rffd5 TfC1hyWe7L 4p,64tMer op r#0 47ES161y 014 2. 1 MA
6. APPROVED REDUCTION PRESSURE BACKFLOW PREVENTION DEVICE (B -597A). 5. IRRIGA77ON SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH SID. DOG, P6 -10A OR P6-1- ANO, (a) TNE eZAN C#ECA 00--!; Wr M041EY-f 140 &',0YU-dA1,1ff59 A94506-410#41 PROP, 6" FORCE MAIN (82+00.00 TO 100-�-00.00)
6. BLOW OFFS SHALL BE INSTALLED IN ACCORDANCE NTH STD. DWG, PB -18. 7Vr11RMU_hArENr PROP 15" SEWER (73+25.66 TO 82*00.00)
7 INSTALL LOCATOR WIRE OVER WATER MAIN PER SID. DOG. B-656. 10ERMIMP 19r -'AW, IA69rz.- 046,cehV, ISPEA11V1.0r,40 #014 10 #11014C.0.5 &eafy,
8. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH S TD. DRG. 8-J62 7 FIRE HYDRANTS ASSEMBLIES OR HOSE 8/8 CONNEC77ONS ARE NOT ALLOWED ON A RECYCLED lr5 5z,_CCrf19 LIFFICIAt AjyV h6e#rs Fgohl A#Y AyoAz 4,4rr4(41 w
9. BLOW -OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. 8-J5Z WA FER SYS 7EM. &LE6.6,0 CLAIMS, AFA7^40b, CA65eS;#FACtfV#, ZMO&IrY 40*, 04,0.46E, aRx'IfiRr OFFNITE ACCESS R OAD PkNOR (SOUTH
10. TEMPORARY BLOW OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WTH SID, DOG, B-568 8. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE W17H S0 T DW1G. B-598, 70 i -A OPER TY OR J9,58001VO, IMCL tIPIlyd #V1W'V6rf11 17,'A W, WhVr#ER 144MAEP gy A "WRD ROAD (STA 73#25" TO V0*ffi00) OPOSYD UL FRA
11, ALL PVC PIPE THROUGH 12" SHALL BE TYPE C-900, DR -18, EXCEPT WHERE NOTED OTHERWSE 9. RECYCLED WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTER GRADE) OF PIPE c PaRr oF z .4 W OR oyAp1vw1!;nUr1Ye Acmas0^1NY f-weRA4, frArE OR I Val 4 NTS
100,
PIPE SHALL CONFORM 59 AWWA SPECIFICATIONS 18" AND LARGER SHOULD BE C-905, DR 18 10. INSTALL LOCATOR WIRE OVER RECYCLED WATER PIPELINE PER SID. DWG. B-656, 5JV,6R*,ffFA(rAt AR161#5 OUr 0#,OR 1AVIVENr TO AN Y #--51 16ONr IlCt6,
11. ALL PVC THROUGH 12- (INCH) SHALL BE TYPE C-900, DR J8, EXCEPT WHERE NOTED OTHERWISE 041 1.0-onatIg , m r rff.- ENWNEA9 6- R"VAV, 179 4-All-447)'OE9, 1111ES (E4 S 1) 50' 50
XST
12 FITTINGS FOR PVC PIPE SHALL BE DUCTILE OR ow Y lRom nTFNGs SHALL BE FLANGED, BOLTED PIPE SHALL CONFORM TO A WWA SPECIFICATIONS TONS. PROPOSED
MECHANICAL JOINTS, OR PUSH -ON JOINTS, AND SHALL BE CEMENT MORTAR LINED AND TAR 12. FITTINGS FOR PVC PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL BE FLANGED, RAW 60' 1 18, 32' VARIES VARIES
(SEAL) CDA TED PER EMWD STANDARDS AND SPECIFICATIONS BOLTED -MECHANICAL JOINTS OR PUSH ON JOINTS AND SHALL BE CEMENT MORTAR LINED AND TAR J01 I -
30' 5 0.5 '
13 ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE TIME OF (SEAL) COATED PER EMW0 STANDARDS AND SPECIFICA 77ONS68931 �17W, 7.OX 7' 18' 4- VARIES
INSTALLATION PER EMM9 STANDARDS AND SPECIFICA 77ONS 13. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASE AT THE TIME OF EiY61WEEN Pf RECORP f Iaexgi Yt14f0effl 10' 8' 12 20' 10,
b6'
14. A JOINT RESTRAINT DEVICE SHALL BE USED ON ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED 0, OR 2
F MAIN LINE, PER EMW0 SID. DWG. INSTALLATION PER EMW9 STANDARDS AND SPECIFICATIONS AND IN ACCORDANCE WITH ANS11AWW4 — 7' 5' 2.0% 2. 0Z
LIMIT3 AND ALL JOINTS OR WATER APPURTENANCE LATERALS OF PAR"-* IV, ffAO4040 AU0. -27, 1019 EXIS77NG GROUND
b
C105. joRtArr imme J9di rE 511 2, OX PROP. 120 REC WTR
8-663 14. A JOINT RESTRAINT DEVICE SHALL BE USED ON ALL MAIN LINE PIPE JOINTS WTHIN SPECIFIED 1_.
EXIS77NG GROUND W 2.617. 2. OX 2. OX (11J+4762-124+61.06) 0
LIMITS AND ALL JOINTS OR WATER APPURTENANCE LATERALS OFF MAIN LINE, PER EMW9 0 -
WATER CER TIFF A TION STANDARDS AND SPECIFICA T701VS AND PER EMW9 SID. DWG. 8-663. PROP. 18" STORM DRAIN
I CER77FY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 36785 IS IN ACCORDANCE WITH THE PROP. S DRAIN PROP. 12" WATER EXIST JO " WATERY (112.1-84.69-114.11010)
WATER SYSTEM EXPANSION PLANS OF THE EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WA 7ER _"111 PROP. 72" STORM DRAIN
SERVICE; STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER TO SUCH TRACT RECYCLED WATER CERTIFIG070N a CENTRO LANE PROP. 6" FORCE MAIN (114+28.64-117+21.63)
THIS CER77FICA77ON DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SAID TRACT NTS
AT ANY SPECIFIC QUAN77TIES, FLOWS OR PRESSURES FOR FIRE PROTECTION OR ANY 07HER PURPOSE. I CERTIFY THAT THE DESIGN OF THE RECYCLED WAFER SYSTEM IN TRACT 36785 IS IN ACCORDANCE CORROSION CONTROL NOTES:(EAST
WITH THE RECYCLED WATER SYSTEM EXPANSION PLANS OF THE EASTERN MUNICIPAL WATER DISTTICT 40"PESOPED PROPOSED WIRD ROAD (STA 100+00.00 TO 123#00.00
EASTERN MUNICIPAL WATER DISTRICT )
AND THAT THE WATER SERVICE, STORAGE, AND DISTY18U770N SYSTEM WILL BE ADEQUATE TO PROVIDE METALLIC FITTINGS DE 74 NONC PROJECT NOUt4WY
WATER THE SUCH TRACT THIS CERTIFICA77ON DOES NOT CONS77TUTE A GUARANTEE THAT IT WILL NTS
BY, fte 1 /2.1 //1 SUPPLY WATER TO SEND TO SAID TRACT AT ANY SPECIFIC QUAN77TES, FLOWS, OR PRESSURES FOR 1, PROVIDE FULL TIME INSPECTION FOR FIELD -APPLIED COA77NGS AT 37, 37'
ALL PIPE JOINTS AND FOR COATINGS ON ALL IN-LINE —
OWL ENGINEER OF SUBDIOSICNS DA TE FIRE PROTECTION OR ANY OTHER PURPOSE. 15' 22' 22' 75, 1 ((NORTH SOUTH
APPURTENANCES , Z H
I PAPOS D UL 77MA Pk
EASTERN MUNICIPAL WA TR DISFYICT 2. BURIED METALLIC FITTINGS AND APPUR7ENANCES SHALL HAVE A 7' 7' 4' 7 10 1 RIW 100,
TIME LIMITA TION5 BY. FACTORY APPLIED EPDXY COATING. NON -COATED BURIED
THE TIME LIMIT ON DRAWNG(S) APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE ON THE 6�w METALLIC FITTINGS AND APPURTENANCES SUCH AS 45S, 90S, __Nwf - Ox 2.0% 2.O% 2.0% �sw .50' 50,
CER77FICA77ON IF CONSTRUCTION HAS NOT COMMENCED WITHIN ST47ED TIME, EMW0 REQUIRES CIVIL ENGINEER OrSUB D/VtStuln DATE ELBOWS, TEES, VALVES, FLANGES COUPLINGS, AND BARE L I
DRAWINGS To BE REVIEWED By THE DEVELOPERS DESIGN ENGINEER AND RESUBMITTED TO EMWD FOR SECTIONS OF METALLIC PIPE SHALL BE SHALL BE WAX TAPE 18' 32' 27'
POSSIBLE CHANGES IN MASTER PLANNED SIZING AND CHANGES IN SPECIFICATIONS AND STANDARDS. EmwD 5mm & FoRaw IN No Tu- COATED WITH A J -PART WAX TAPE COATING SYSTEM PER AWWA PROP. 12" WATER 20'
C-217 WITH PLASTIC OUTER WRAP, ADDITIONALLY, ALL BURIED *—PROP. 8" RECYCLED WATER 0.5, VARIES
1. SEWER SYSTEM CONS7RUC77ON AND MATERIALS SHALL BE IN ACCORDANCE WITH EMW9S INSULATING FLANGES SHALL BE WAX TAPE COATED. NO UAK PROP. STORY S1W F-. OZ 7' 6' J ---
E ENGINEERS NOTICE TO 7HE CONTRACTOR: STANDARDS AND SPECIFICATIONS METALLIC SURFACES SHALL BE LN Oiff DRAIN 2
PRIVA T _CT CONTACT WITH THE SOIL. 2. U;6 EXISTING
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT). FORCE MAIN PROFILE (WHERE SHOWN) LA VENTANA ROAD PROP. 12" REG WF? • GROUND
AVAILABLE RECORDS. TO THE BEST OF OUR ELEVATIONS 77ONS ARE TO CENTER GRADE (C. G) (113+4762-124.1-61.06)
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AV J CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS EXCEPT WHERE SPECIFICALLY COPPER G NIS18' 5'
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE DESIGNATED ON PLANS PER EWW9 STANDARDS AND SPECIFICATIONS 1, COLD W4. 7 FR., SERVICE - USE TYPE L COPPER PER ASTM B88 FOR
CONTRACTOR IS EXpEG7ED To TAKE PRECAU77ONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS SB -53 SB -58 ALL BURIED INSTALLATIONS. BACKFILL IN CLEAN, ROCK -FREE, PROP 24" STORM DRA1AI---('
ON THESE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE SB -61, AS APPLICABLE SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED AS A (124+,94.06-126+71.71) 6.74'
O_
WATERA 4E
T
UTILITY PIPES, CONDUITS OR STRUCTURES, SHOWN OR NOT SHOWN ON THESE PLANS. CONTRACTOR FORM FOR THE IN
SAND (3 -INCH MINIMUM COVER AROUND ENRRE PIPE). DO NOT
E RESPONSIBILITY FOR JOB S17E CONDITIONS APPLY COATINGS OR TAPE WRAPPING FOR ALL THROUGH SLAB
AGREES THAT HE SHALL ASSUME SOLE AND COUPLET 5. MANHOLES OF DEPTH LESS THAN FIVE FEET FROM FINISHED STREET GRADE TO SEWER PIPE SHELF OR VAULT PENETRATIONS, PROVIDE A 6 -MIL SHEATH OR SLEEVE EXIST 30" WATER
DURING THE COURSE OF CONSTRUCTION ON THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS OR ARE TO BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING SB -J0. FOR A MINIMUM DISTANCE OF 18 INCHES ON BOTH SIDES OF ALL PROP. 12' REC WTT
PROPERTY, TVAT rHIS REQUIREMENT SHALL APPLY CONTNUOUSLY AND NOT BE LIMITED TO NORMAL 6. MAINLINE CLEANOUTS, WHERE CALLED FOR ON THE PLANS, SHALL BE CONSTRUCTED IN THROUGH SLAB OR PENErRATIONS ALL COPPER TUBING ENCASED (124+ 74.06-126+ 71.71) \PROP. 10" SEWER
WORKING HOURS, THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY, THE ACCORDANCE WITH STANDARD DRAWING SB -52. IN CONCRETE MUST BE SHEATHED. DO NOT SUBS77TUFE TAPE
OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN GROUND PROP, 6" FORCE MAIN
CONNEC77ON WIN 7HE PERFORMANCE OF WORK ON THIS PROJECT THE CONTRACTOR SHALL CALL IN A 7 PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY FOR PLAS77C SLEEVE, APPLY TAPE OVER SLEEVE, IF NECESSARY
LOCA TION REQUEST TO UNDERGROUND SERVICE ALERT (USA) PH. 1-800-227-2600, TWO (2) WORKING ITS EXISTING ELEVATION AND LOCATION WHERE CONNECTING 7`0 EXISTING MANHOLES AND INLET DO NOT ALLOW METALLIC CONTACT BETWEEN BURIED COLD AND (STA 123#00.00 TO 12,6#71.71)
DAYS PRIOR To DIGGING. NO ENCROACHMENT PERMIT ISSUED BY THE RTI! CO. TRANS DEPT SHALL BE STUB OF PROPER SIZE EXISTS, NO AL 7ERA 77ONS SHALL BE MADE TO EXIS77NG MANHOLE BASE OR HOT COPPER TUBING SEPARATE THE HOT AND COLD LINES BY A
VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDEN77FICATION STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY EMWO. MINIMUM OF 6 INCHES SEE DIELECTRIC INSULATOR REQUIREMENTS &ONC PROJECT BOLMWY
8. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL W TH THE FOR HOT COPPER TURING. NTS
NUMBER ISSUED By UNDERGROUND SERVICE ALERT CARE SHOULD BE TAKEN TO PREVENT GRADED CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE MANHOLE CENTFRUNE
DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENT5. 9 RECONSTRUCTION OF EXIS77NG MANHOLES SHALL BE SCHEDULED AT THE CONVENIENCE OF EMN) L \'f-GEOFABRIC WRAP WITH
2. HOT W4 TER SERVICE -USE TYPE L COPPER PER ASTM 888. IF 12' MIN. OVERLAP AT OWNER DEVELOPER -ENGINEER
AND SHALL BE COMPLETED WITHIN FIVE WORKING DAYS FOLLOWING ITS COMMENCEMENT
BENCHAWK 10. NE CONTRACTOR IS ADVISED THAT 7HE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A POSSIBLE, DO NOT BURY HOF W47ER COPPER PIPING IF HOT TOP, PER SPECS. GLOBAL INVESTMENT AND DEVELOPMENT, LLC K&A ENGINEERING INC.
14' ALUM. DISK STAMPED "RIVERSIDE COUNTY BENCH MARK M -141-8J" AT THE "T' INTERSECRON OF CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR "CONFINED AIR SPACE" AR77CLE WATER COPPER PIPING MUST BE BURIED, PLACE IN CLEAN, 3470 WILSHIRE BLVD., SUITE 1020 J57 N. SHERIDAN ST SU17F 117
108, TITLE 8, CALIFORNIA ADMINIS IRA 77 VE CODE. ROCK -FREE, SAND BACKFILL (3 -INCH MINIMUM COVER AROUND LOS ANGELES, CA 90010 CORONA, CA 92880
BRIGGS RD. AND HOLLAND RD. IN THE SOUTHWEST QUADRANT OF THE W7ERSECRON 35' SOUTH OF THE CLASS 18 BEDDING PER (213) 365-0005 (951) 279-1800
CEN7ERLINE OF HOLLAND ROAD AND 40' WEST OF THE CENTERLINE OF BRIGGS RD. 4' NORTH OF 11. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE 7REA7ED FOR ABSORP77ON EN77RE PIPE). DO NOT APPLY COATING OR TAPE WRAPPING. DO EMW9 SID. DWG. SO -157, 0 CLSM BEDDING PER JOSEPH R/ VA N1 FARRIS HADDAD, F.E.
RESISTANCE PER EMW9 A TER AND COLD
PPIX1292 7E, SET FIBERGLASS W RVESS POST I FOOT WES 7ERL Y UP 0.1 SB- 158, AND S6— I EM WD S TD. D W3.
RESIST 'S SPECIFICA TONS. IN ADDI 770N, MANHOLES SHALL BE WA 7ERPROOFED W 7H NOT ALLOW ANY CONTACTS BETWEEN HOT W 59. JRIVANIOGIDLLCO.COM FARRISHOKAENGINEERING COM
DATED: 1983 ELEVATION: 1429.419' 'BARRICOAT-R", PH. NO. 800-527-7092 OR BY W.R. MEADOWS 'UEL-ROL-LY", PH. NO. WATER COPPER TUBING EITHER ABOVE OR BELOW GRADE, INSTALL SB -157, S6-158, AND
800-342-5976 OR APPROVED EQUAL. AN IN-LINE DIELECTTIC INSULA 77NG COUPLINGS OR DIELECDTIC SB -159.
12. ALL PIPE ZONE BEDDING & TRENCH BACKFILL ARE TO BE PER STANDARD DRAWING SR -157, UNIONS ABOVE AND WITHIN 12 INCHES OF ALL SOIL OR SLABJa,
SWPPP CONTACT SOILS ENGINEER
'2'
BASIS OF BEARING PENETTA77ONS. DO NOT ALLOW CONTACT OF HOT COPPER PIPE
THE BAs1s OF BEARING FOR THIS SURVEY IS DERIVED FROM AN ONLINE POS17IONING USER SERVICE WITH CONCRETE REINFORCEMENT OR WIRE MESH. DO NOT ALLOW GLOBAL INVESTMENT AND DEVELOPMENT, LLC EEI ENGINEERING SOLU77ONS
S8-158, AND SB -159. WHERE GROUNDW47ER IS ENCOUNTERED CONTRACTOR CON7RACTOR TO USE DETAIL 2A 0 VEREXCA VA TE MIN. GEOFABRIC WRAP WIN
CH
2 FEET OF 2 -INCH 3470 WLSHIRE BLVD., SU17E 1020 2195 FARA DA Y AVE:, SUITE K
(OPUS) SOLU77ON USING 7HE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83ZONE 6, BASED 13 SEWAGE AIR VALVES SHALL BE PER EMW9S APPROVED MATERIALS LIST THE COPPER TO CONTACT ANY OTHER METALLIC SURFACES SUCH TO 3 -INCH ROCK, 12" MIN. OVERLAP AT
LOS ANGELES, CA 90010 CARLSBAD, CA 92008
TOP, PER SPECS,
LOCALLY ON CON77NUOUSLY OPERA77NG REFERENCE STA77ONS (CORS) -MLFP- IBILL-, AND P4741, 14. INSTALL LOCATOR WIRE OVER SEWER FORCE MAIN PER SFANDARD DRA WNG 8-656 AS WIRE TIES, STAKES, GROUNDING SY57FA45, ETC. PROVIDE 957. COMPACTED
NAD_83(2011) EPOCH 2010.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. 15. JOINT RESTTAINIS SHALL BE USED ON ALL MAIN LINE (SEWER FORCE MAIN) PIPE JOINTS WITHIN 6 -MIL PLASTIC SHEATH OR SLEEVE FOR A MINIMUM OF 18 -INCHES (21J) 365-0005 (760) 4JI-J747
Q) QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS AS SHOWN PER THAT RECORD SPECIFIED LIMITS PER EMM9 STANDARD DRAWNG B-663. ON BOTH SIDES OF ALL THROUGH SLAB OR SOIL PENETRATIONS, JOSEPH RIVANI JEFFREY P. BLAKE
L-0 REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERNSE GRID 16. FORCE MAIN SHALL BE TYPE C-900, DR -18 GREEN, EXCEPT WHERE NOTED OTHERWISE PIPE TAKE ALL REASONABLE PRECAUTIONS TO PROTECT 7HE PLASTIC JR1V4N1WDLLC0.CGM 18LAKEOED TIGER. COM
SHEATH FROM DAMAGE. DO NOT SUBSTITUTE TAPE FOR PLAS77C DETAIL 2A' GEOFABRIC
o DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINA77ON FACTOR OF SHALL CONFORM TO AWWA SPECIFICATION. \i 'l 0.9999048Z CALCULA77ONS ARE MADE AT CONTROL POINT "99" WITH COORDINATES OF N.218-3209.601 1Z FORCE MAIN PROFILE ELEVATIONS ARE CENTER GRADE (C. G.) OTHER METALLIC MATERIALS SLEEVE APPLY TAPE OVER SLEEVE, IF NECESSARY INSTALLA TION AND TRENCH CORROSION ENGINEER
2' 18, 5A UEREISEN COA 77NG NOTE.• RF YEAGER ENGINEERING INC
(GRID) E-6295770.016 (GRID) USING AN ELENA OF 1461.856 (NGV929� OR CRA MY SEW
AS NOTED PER PLANS, MANHOLES SHALL BE COATED IN THE IN7ERIOR (SHAFT, CHANNEL, AND IF ANY OTHER BURIED METALLIC U77LITIES ARE TO BE INSTALLED, THEN DETAIL FER 1016 BROADWAY, SUITE A
SHELVED) WITH A 100% SOLID EPDXY POLYMER, SAUERDSEN SEWER GUARD GLAZE NO. 210GL A QUALIFIED CORROSION ENGINEER SHOULD BE CONSULTED FOR (WHEREAPPLICABLO EL CAJON, CA 92021
NOTE' OR APPROVED EQUAL. SURFACE PREPARA 77ON INCLUDING SAUEREISEN UNDERLA YRENT NO. CORROSION CONTROL REQUIREMENTS. (619) 647-6265
F-120 OR NO. 209 FILLER COMPOUND, ABRASIVE BLASTING, MIXING, APPLICATION, AND CURING N73 RICHARD F YEAGER JR., P.E.
APPROVAL BY THE 1mAJv:,,PuHiA11u1v ub-Amimbyl IS FOR SHALL BE AS RECOMMENDED BY MANUFACTURER. MINIMUM THICKNESS SHALL BE 125 MILS
WORK WITHIN COUNTY OF RIVERSIDE ROAD RIW ONLY
S CER TIFICA TION PRIVA TE ENGINEER 'S CER TIFICA TION
k
I CER77FY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 36785 IS IN ACCORDANCE WITH THE I CER 77F Y THAT T THE DESIGN OF THE W4 7ER S YS TEM IS IN A CCORDA NCE W TH THE REQUIREMENTS TS A*
APPROVED BY THE RIVERSIDE COUNTY EASTERN MUNICIPAL WATER DISTTICTS SEWER SYSTEM MASTER PLAN, AND THE DISTRICT HAS PRESCRIBED BY THE RIVERSIDE COUN TY FIRE DEPA R TWEN T CITY OF MENIFEE
ENGINEERING DEPARTMENI;_
PROGRAMMED ADEQUA IF CAPACITY TO TREAT WASTES FROM THE PROPOSED TRACT
FIRE DEPA R TMEN T JONA THAN C SMITH R.cE. NO, 61253 DA TE
EASTERN MUNICIPAL WATER DISTRICT%..DIRECTOR OF PUBLIC
BY.
CITY ENGINEER
FAR IS N. HADDAD DA TE
/01-11, 00,
DATE C1 ENGINEER OF DA TE
'4*jl whi
RECO ENDED BY.C44DA 7E
SEWER WA TER RECYCLED WA TER FORCE MAIN APPROVED BY
Can befor-m you DIV REVISIONS BENCHMARK.` J57 M SHERIDAN STREET SEAL —ENGINEER SCALE AS SHOWN
Avoid —ttEng unde'91—I'd IcAfGINERING
tY lin— Ws tly. SEE ABOVE SUITE 117 ?'�OTLSS/ DESIGN: IS E45TERN MUNICIPAL WATER DISTRICT
3 Y DATE DESCRIPTION DATE A PRO. LAND &4WIt< CORONA, CALIFORNIA 92880 5� H 14�
N
Call 7EL. (951) 279-1800 DRAWN JS/KM/PB SURVEYING FAX (951) 279-4380 _101 �
m BK
Q) Engineering, Inc. No. 65931 m
CHECKED: LM CIVIL ENGINE OF SUBDI VISIONS DA TE
RED B Y' I. INITIAL I a4FT
civ APPROVED: PROJECT ENGINEER
APPROVALS
OR SCALE. 0 OF C
1-800-422-4133 AS SHOWN FARRIS N. HADDAD R.C.E. NO. 6593I DA TE: DA FE JUL Y 2011
Wler: Rcycle` PIN - SWRYVf? 03 00i.dwq ioyl: 7`11'
f --RETRO REFLECTIVE RETRO
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1 TITLE SHEET & CONSTRUC77ON NOTES
2 INDEX MAP
3-12 PLAN & PROFILE SHEETS
E� PLAN & PROFILE FOR FUTURE STREETS
.SPE N5 1353 SW -D
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.r my COUW OF R"RSIDE I 2 (MM325) ID. U351U36198
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UNIT
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120 PVC 0-900 DR -18
CONSTRUaION NOTE & QUAN777Y WPM 7F
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TOT L
UNIT
WA7ER
14US 4doo CwM flood
120 PVC 0-900 DR -18
J, 740
LF
12" FUSIBLE PVC C-900 DR -14
90
LF
8" PVC C-900 DR -18
J00
IF
STANDARD FIRE HYDRANT 6' x 1-2 112" x 1-4" PER EMWD STD. 8-362
9
EA
INSTALL BLUE RETRO REFLECTIVE PAVEMENT MARKER PER DETAIL ON SHEET 1
9
EA
1 n AIR VAC AND AIR RELEASE ASSEMBLY PER EM14V S7V, B-598 TYPE "80
5
EA
TEMPORARY Y 6" BLOW -OFF A 5SEM8L Y PER EM WO STD: 8-568
J
EA
12`X6" FLANGED CROSS
2
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120 FLANGED CROSS
1
EA
120 FLANGED TEE
1
EA
12PX80 FLANGED REDUCER
1
EA
12" BLIND FLANGE
2
EA
12" FXH RSGV
9
EA
8" FXH RSGV
5
EA
TEMPORARY END CAP
4
EA
REMOVE TEMPORARY Y BL0WOFF AND JOIN WA 7ER
I
EA
REMOVE TEMPORARY BLIND FLANGE AND JOIN WA 7FR
1
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HOT TAP jo" PVC WATER w7H 30lx12" TAPPING SLEEVE
1
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RECYCUD WA7FR
12" PVC C-900 DR -18
1,133
IF
8" PVC C-900 DR -18
2,585
IF
1" AIR VAC AND AIR RELEASE ASSEMBLY PER EMWV STD, B-598 TYPE 18"
2
EA
6" Bt0W W- OFF A SSEM& Y PER EM WD STD. P8 18
8
EA
12*X8' FLANGED TEE
1
EA
8" FLANGED TEE
1
EA
12" FAH RSGV
1
EA
12" FXF RSGV
1
EA
8" FXH RSGV
4
EA
12' BLIND FLANGE
1
EA
TEMPORARY END CAP
1
EA
12" HXH 45* BEND
2
EA
4 ,SERVICE (W THOU T METER) PER EM W STD. PB -1
1
EA
2- SERVICE (WTHOUT METER) PER EM00 STD. PB -10A
7
EA
REMOVE 7EMPORARY BLOW -OFF AND JOIN RECYCLED WA 7ET
1
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SENO
150 SER
875
IF
120 SEWER
108
IF
10, SEWER
440
LF
8" SEWER
249
LF
480 DIAMETER SEWER PRECAST STANDARD MANHOLE PER EMOD STD. SB -53
5
EA
480 DIAMETER SEAR PRECAST EXTRA DEPTH MANHOLE PER EMWD ST9. SB -51
2
EA
60" ARMOROCK MANHOLE PER DETAIL HEREON
I
EA
30- I.D. STEEL CASING (J18- THICK) PER EMWV 57D, SB -49
1J5
LF
TEMPORARY END PLUG
6
EA
JACK AND BORE
I
LS
CORE DRILL INTO EXISTING 600 MANHOLE AND RE -CHANNEL M.H. BASE
1
LS
INSTALL SAUEREISEN COATING ON EXIST M.H. Ill D-25304
I
EA
INSTALL SAUEREISEN COATING ON PROP M.H. 11, 4, 5, & 6 PER THIS PLAN
4
EA
INSTALL 16' WIDE ALL WEATHER ACCESS ROAD PER DETAILON SHEET 9
20,640
SF
FORA A44W
6" PVC C-900 DR -18
4,447
LF
6' HXH 45' BEND
2
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18- I.D. STEL CASING (114- THICK) PER EMKV STD. SB -49
25
LF
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WA 7ERLINE
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HUB FITTING END
SEWER LEGEND
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SEWER LINE
SEWER LINE WITH LA 7ERALS
0 MANHOLE
00111 EXISTING MANHOLE
t, -10
CLEANOUT
TEMPORARY END PLUG
JOIN PROP 12" PVC WIR
PER D-56821
APN 372-180-007 APN 466-210-028
CITY OF MENIFEE
dEE SHEET 9
NO
APN 466-IJ0-009
Oro
XW PROP. 12' PVC W7R--lIr\
GARBANI PER D-56822
4,22�
— — — — — — — — — — — — — — — — — — — -
4F -
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4
W W.4 L
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--- ---
END CA P
�LL
-T
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T6S, R2W SEC 18 S&M.
THOMAS GUIDE PG 86.91A7&B7
N. TS.
JOIN PROP. 8' PVC
REC WTY PER D-56822
ROAD
_J LR
— — — — — — — — — — — —
PROP. 12' PVC W7P
N
PER D-5$823
so
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END PLUG
END CAP Ril
END PLUG
I
END PLUG
TEMP 80
PERU A V&A RF -7 I \ �`
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0 1 200 400 600
5" PVC REC _WA 7E'R1
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-25JO4 -200-003 1( 1(
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Ql� I 01�
REVISIONS BENCHMARK:
ENGAURAV 357 N. SHERIDAN STREET
'E DESCRIP 77ON DATE A I PRD. SEE SHEET I SUITE 117
L4W PMWCORONA, CALIFORNIA 92880
KM INC TEL, (951) 279--1800
SUR VMAC FAX (951) 279-4380
Engineering, Inc.
D BY - - -----
SCALE:
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I I
FXH ADAPTOR AND 10 CORP. STOP spEafirAlIM V53 SW O
nINEER SCAL& AS SHOWN SEWER/WATER/RECYCLED WA TERIFORCE MAIN APPROVED BY S01MULE MAO COUW OF 1?"RSDE 1p180025 (h&325)' I.D. U,j A�UJ6 98
77 �� �11 SA. JJ & 41
WhERN MUNICIPAL WA TER DISTRICT
DESIGN: JS
N li4o M VW,4 M MtH WO, 19-344
DRAWN.' JS/KM/PB CID 2OV-77 TM CT 36785 C. 0.
I No. 65931 M BY14MMSM WAA &)W:WA)ffAWf0Ra*WxW COORD. 18B -8&16119A -
CHECKED: LM CIKL ENCINEER OF!�UPDIVISIOkS DA rE
L .0A ZE SH T 2 OF 13
CIVI11 APPROVED: PROJECT agN-EER —L.A.M.771744 INM hW I D-SM62
OF CA,0FOR: W.O.CFIDE
NTY
APPROVALS
DA TE: JULY 20M
APPROVED BY:
14US 4doo CwM flood
Boublef Citi„ NV SIM
A
Structure: MHO2
21117 111ortlailo Court
Job Number:
111111111101 Wells, TX 75482 Job Name: La Ventana Ranch
702 -824 -SM
ARINOR K
Job Location: Riverside County, CA
unro.armor"kcom
Contractor:
Based on:
Agency:
Take Off By: 9121/2018 Craig
Engineer:
Design Build Height
Stack Build Height
Ship Date:
Rim + 1,483.14'
Ring
+ 0-38'
Ring:
24" A-1075
Lowest Invert 1,473.30'
Adjustment
Eccentric Slab
+ 0.45'
+ 0.67'
Channel:
3/4 DEPTH TROUGHING
Design Height = 9.84'
Risers
+ 5.00,
Notes;
Base Gain
+ 3.36'
Design Height = 9.84°
Floor Thickness
+ 0.651
Outside Height 10.49'
Openings
ID
Invert Pipe Size F_ Connector Hole Size
Angie TO CL TOP to TOP
Hole Former
[_
#1
1 14733 6" PVC C-900 IS106
0.1 19.25" 1 22.75" 1
#2
1 1473.30'115' PVC Sdr 35 S106 20BWS NPG Boot 20" O
180° 15" 23"
Elevation (View AA)
Plan View
#2
1483,14'
TOP
--4.50
F> A
5.37 A
60
60I f C
1
9.84'
180'
180,
40.21 D
�6
#2
1473:30' 2.79
PREP 600
L> A
640-
#1
BOM For Stack
ID Description
Part Number city. wowt
LADDER 7FT
I
1,25 IN X 14 FT JOINT MASTIC ROLL
JM1.25 4
A 24: N X 4 IN FLAT PRO -RING
PR24X4FL 1 156
B 60 N POLYMER MH LID 24 IN
60524-L 1 1,891
C 60 IN X 6 FT POLYMER MH SECTION
50560-S 1 2,346
D 60 IN X 4 FT POLYMER PRECAST BASE (3/4 DEPTH TROUGHING L_
70548-1376 1 5.902
Totals (precast, lbs.)
4 -10295
Submittal 7.1.45
Page I of 1
9/21/2018
APN 372-180-007 APN 466-210-028
CITY OF MENIFEE
dEE SHEET 9
NO
APN 466-IJ0-009
Oro
XW PROP. 12' PVC W7R--lIr\
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4,22�
— — — — — — — — — — — — — — — — — — — -
4F -
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PER D-56821 PER D-56821
4
W W.4 L
LJ4
--- ---
END CA P
�LL
-T
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T6S, R2W SEC 18 S&M.
THOMAS GUIDE PG 86.91A7&B7
N. TS.
JOIN PROP. 8' PVC
REC WTY PER D-56822
ROAD
_J LR
— — — — — — — — — — — —
PROP. 12' PVC W7P
N
PER D-5$823
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END PLUG
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TEMP 80
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REVISIONS BENCHMARK:
ENGAURAV 357 N. SHERIDAN STREET
'E DESCRIP 77ON DATE A I PRD. SEE SHEET I SUITE 117
L4W PMWCORONA, CALIFORNIA 92880
KM INC TEL, (951) 279--1800
SUR VMAC FAX (951) 279-4380
Engineering, Inc.
D BY - - -----
SCALE:
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77 �� �11 SA. JJ & 41
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I No. 65931 M BY14MMSM WAA &)W:WA)ffAWf0Ra*WxW COORD. 18B -8&16119A -
CHECKED: LM CIKL ENCINEER OF!�UPDIVISIOkS DA rE
L .0A ZE SH T 2 OF 13
CIVI11 APPROVED: PROJECT agN-EER —L.A.M.771744 INM hW I D-SM62
OF CA,0FOR: W.O.CFIDE
NTY
APPROVALS
DA TE: JULY 20M
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12- FxH RSGV (E) 8" PVC, C-900, OR -18 8" Pvc, C-900, D
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8- FxH RSGV (N) '2',-
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LA VENTANA ROAD !I Nei
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L 8-4952- 565, 00' 90.17' 45,17' N858 ;50"E 220.00'
N0 -0858-E -9TCMnW V53 -D
768.76' 8-4952- 615. 00' 94,79' 47.49'
SW
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su rEL. (951) 279-1800
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No. 65931 a" I 6"e
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SCALE:
DATE. A
1-800-422-4133 AS -5H 0 WN FARRIS N. HADDAD R. C. E NO. DA TE� 2--A FILE NO. rk
Orowog. R: X344525\R.,,)I\Sewer, Water, Recyofed Wat—\5ackbo,&j525 PLN SWRWTR 0 OOJdwg L0100: LA VEMANA ROAD Sowed! 71111512019 3,32 PY Plotted: 711512019 3,59 PM 9/, Justin Sakokurc
12" PVC, C-900, DR -18
15'
23+66.73 LA VENTANA ROAD= DUNN DRff
16+04.00 DUNN DRIVE 72" PVC, C-900, DR -18 TIYA C T 36 785 482
PER jam, �.
12" FLGD CROSS, 12" FxH RSGV (NSW) d 29-1-76.J6 LA VENTANA D=
FLG'D REDUCER (E SEE SHEFT 13 15' w1q 397 483 29+65.J6 LA VENT RD=
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BO T WTR= 143
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46.81'
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TOP REC WTR=1439.92
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FUTURE 1" METER
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NO -0858"E
615.00'
166.13'
46.81'
F-6]
NO08'58"E
N8-J,320"W
54.00'
220.00'
8-42'18'
58-5. 00'
88, 88'
44.5,3'
4 J4.5 X
NO -08'58 "E
N8 -3,3'20-W
220.13'
220.00'
ENaAffRjAjC 357 N. SHERIDAN STREET
SUITE 117
PL4NNIAC CORONA, CALIFORNIA 92880
TEL. (951) 27,9-1800
hm SURVMAC FAX (951) 279-4380
Engineering, Inc.
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365 366
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SEE SHEET 13
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TANGENT
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8-42'18"
615.00'
93,44'
46.81'
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N8-J,320"W
142.91 '
220.00'
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8-42'18'
234.64'
88.88'
4 J4.5 X
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NO -0858-E
220.13'
164.91'
I SEAL-LNUINLLM
SCALE: AS SHOWN
DESIGN: is
DRAWN: JS/KM/PB
CHECKED: LM
APPROVED: --
DA TE.- JULY 2011
L lAtEICUR VE DATA
NO.
BEA RINGIA
RADIUS
LENGTH
TANGEN T
Fg]
8-42'18"
615.00'
93.44'
46.81'
10
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220.00'
11
8-42'18'
585.00'
88.88'
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15' El�
L INEICUR VE DATA
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WTERN MUNICIPAL WATER DISTRICT LA VENTANA RANCH 5
CM 2017-17 TXACT 36785
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CIVIL ENGINEER OgDIVISIOIfS DA TE
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NO. BEARING LENGTH
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REVISIONS
DESCRIPTION
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18" SD
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32x-45.14
8" REC WTR X-ING 18" SD
BOT SD=1448.83
TOP REC WTR=1445.71
4:07 PO 5'. Justin
BENCHMARK
SEE SHEET
1
DATE APRD.
E
2" PVC, C--900, DR -18
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R/W
33+59.51 - S/W
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- -= - -LL
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RECYCLED WA TER
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SCALE:
AS SHOWN
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18" SD
NOTE: FUSIBLE PVC PER AWN✓A C--900
C, & C-905 DR -1.1 CENTERED ON X-11VG
CONTROLLED DENSITY FILL (CDF)
G4ROANI ROAD PER EMWO SPECIFICA TIONS
W PER IP#180026
79'
21 58
c1 I l
z o 0 1-' I 20 PROP. 8" REC Wb? PER D -56822
N PROP. 12" WAFER PER D-56822
m a I 36+16.96 to VENTANA ROAD=
113+1737 GARBANI ROAD
PROP. 12 FL G D CROSS
PER D-56822
_ 36*48.00 LA VENTANA ROAD=
113+32.45 GARBANI ROAD
II J6 INT
3 j I j 36+28.04 LA VENTANA ROAD=
1I3+47.40 GARBANI ROAD
PROP. 8" FLG'D CROSS
PER D-56822
8" RECY WF? X-ING 18" SD
BOT REC WTR=1444.39
TOP SD=1440.76
35+58.64
2" SERVICE 1N/0 METER (PB -10A)
FUTURE 1.5" METER
l
PROP. 8" PVC REC WF?
PROP. 8" REC WTR PER D-56822
I
I 109'
rR
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PER IMS0026
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Xc t--r-1vt711vccrc SCALE: AS SHOWN
SUITE 117 OFESS/0
w
AC CORONA, CALIFORNIA 92880 SPR N Nq� DESIGN: JS
TEL. (951) 279-1800 �W x`11 H �o
URVEn FAX (951) 279-4380 �m o z DRAWN: 1S/KM/P8
Engineering, Inc. Lu No. 65931
CHECKED: LM
FPA RED SY- s�qr cfviv �z�e APPROVED.
EOF CAO
FARRIS N. HADDAD R.C.E. NO. 65931 DA TE. 7- DA TE: JUL Y 2019
PROP. 12" WATER PER D-56822
WATER / RECYCLED WA TER APPROVED RY-
MUNICIPAL WATER DISTRICT
BY, 70si 1
CIVIL ENGINEER OF SUB /VISION DA TE
0 40 30 120 760
WAS 1353 SW -D
SCHEDULEo. OF j?IVERSIDE p180025 (M54325) IDL351UJ•198
LA VENTAM "NCH ♦ 19-J44
►/ **'
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aha
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18" SD
33.1-51.52
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TRA
.368 369
33y-68.49
2" SERVICE W/O METER (PB -10,
FUTURE 1.5" METER
32x-45.14
8" REC WTR X-ING 18" SD
BOT SD=1448.83
TOP REC WTR=1445.71
4:07 PO 5'. Justin
BENCHMARK
SEE SHEET
1
DATE APRD.
E
2" PVC, C--900, DR -18
15' W4
R/W
33+59.51 - S/W
F.H. B-36� _ C&G -
- -= - -LL
r No 0858"E
RA
J6785
370
RECYCLED WA TER
8" PVC, C-900, DR -18
15' E/�
SCALE:
AS SHOWN
SD
18" SD
NOTE: FUSIBLE PVC PER AWN✓A C--900
C, & C-905 DR -1.1 CENTERED ON X-11VG
CONTROLLED DENSITY FILL (CDF)
G4ROANI ROAD PER EMWO SPECIFICA TIONS
W PER IP#180026
79'
21 58
c1 I l
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113+1737 GARBANI ROAD
PROP. 12 FL G D CROSS
PER D-56822
_ 36*48.00 LA VENTANA ROAD=
113+32.45 GARBANI ROAD
II J6 INT
3 j I j 36+28.04 LA VENTANA ROAD=
1I3+47.40 GARBANI ROAD
PROP. 8" FLG'D CROSS
PER D-56822
8" RECY WF? X-ING 18" SD
BOT REC WTR=1444.39
TOP SD=1440.76
35+58.64
2" SERVICE 1N/0 METER (PB -10A)
FUTURE 1.5" METER
l
PROP. 8" PVC REC WF?
PROP. 8" REC WTR PER D-56822
I
I 109'
rR
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PER IMS0026
BVGAMNC 357 N. SHERiDAN STREET
Xc t--r-1vt711vccrc SCALE: AS SHOWN
SUITE 117 OFESS/0
w
AC CORONA, CALIFORNIA 92880 SPR N Nq� DESIGN: JS
TEL. (951) 279-1800 �W x`11 H �o
URVEn FAX (951) 279-4380 �m o z DRAWN: 1S/KM/P8
Engineering, Inc. Lu No. 65931
CHECKED: LM
FPA RED SY- s�qr cfviv �z�e APPROVED.
EOF CAO
FARRIS N. HADDAD R.C.E. NO. 65931 DA TE. 7- DA TE: JUL Y 2019
PROP. 12" WATER PER D-56822
WATER / RECYCLED WA TER APPROVED RY-
MUNICIPAL WATER DISTRICT
BY, 70si 1
CIVIL ENGINEER OF SUB /VISION DA TE
0 40 30 120 760
WAS 1353 SW -D
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DATE
SCALE- 1"-5'
SPWRCA
770AS 130 SW -D
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Avoid
utility costly. BY DATE
REVISIONS
DESCRIPTION
BENCHMARK:
DATE A PRO. SEE SHEET
fNGIAMING 357 N. SHERIDAN STREET
I SUITE 117
"MNNINC CORONA, CALIFORNIA 92880
SEAL -ENGINEER
OVESS/ � le
SCALE: AS SHOWN SEWER/
DESIGN JS L45TERN MUNICIPAL
FORCE MAIN APPROVED
WATER
BY (A 4M325)
SCHEDULE 'A" COUNTY OF RIVERSIDE IP180025
D15TRICT LA VENTAM MCH
/. D. U351U36198
• S. A. JJ & 41
WO. 1,9-J44
Call
FEL. (951) 279-1000
SURVMNG FAX (951) 279-4380
Engineering, Inc.
N. IY14
No. 65931 m
ORA WN: JS/KM/PB CID 2017® TM CT 36785
BY. 1"I�mmlvd. /,-"W
MWOME SEW �W FORaAWN AROVEWNT PM
C. 0.
COORD. 188-8&16119A-9
CHECKED: LM C/KrENGINEER OF SU
DI DA FE
1. IN TIA L I VA fE STA 85
SH T 8 OF 13
p
BY.
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APPROVED: PROJECT
ENGINEER
WICKERD ROAD - 73#19-71- *00-00
A. M - 171171 M
'aMW
SCALE. .
OF Pl�_
APPROVALS
2011
FOR: W.O. COUN TY
I I
1-800-422-4133
AS SHOWN FARRIS N. HADDAD R. No.-gg,-31 DATE.Z-A_-?W1
DA TE: JUL Y
FILE NO.
5V/RWTP '38 008. ""'g j,y�uf
I
FORCE MAIN
6" PVC, C-900, DR -18
6' N/�
I
EX JO " PVC WA TER
PER D-35152
STREET JIEP
R/w ---� S/w
C&G
113+16.60 � WICKERD ROAD=
10+17.97 � LA VEN7ANA ROAD
HOT TAP EXIST JO- PVC WIL
W1 JO x12" ;rA ePlWig '5�4R-Z-M5
CONNECTION W1 12" FxF RSGV
BY EM WD AT DEVELOPER'S EXPENSE
INSTALL FxH ADAPTOR AND I" CORP. STOP
WELD ALL JOINTS AS REQUIRED
EWE
6" SWT FM X-ING 18" SD
SOT FM= 1455, 98
FOP S0=1441.80
113-�3I-51 WICKERD ROAD=
10+00.00 LA VENTANA ROAD
� INT.
LA VEWANA ROAD
SEE SHEET 3
74'
37' 37'
12" REC WTR X-ING 72" SD
ROT REC WrR= 1450,60
2 " REC '
OT "EC J
TOP
_D= 1,
OP SD= 1436.25
113+90.69 /�' go 69
IJ+,90.69
'0
REC YCL ED WA TER
12" PVC, C-900, DR -18
25' Nle
114+81.61
2" SERVICE
FUTURE 1.5"
------------------------
\1 14±00. J6 "
6" SWR FY X-ING 72' SD 72 SO
HOT FM= 1450. 10
TOP SD= 14J6. 15
72"x3" FLGD TEE
12" FxH RSGV (E)
8" FxH RSGV (N)
12" BLIND FLANGE (W)
METER (PB-
EX 3O" PVC WATER
PER D-55152
FORCE MAIN
6" PVC, C-900, DR -18
6' N4
LINE/CURVE DA TA
NO.
SEARINGIA
RADIUS LENGTH TANGENT
W1 CKER ur-
R OA ur- "'
-'CIO
N895657"W
1,200.00`
F21
N89 56'57"W
75J.38'
N89 '5657-W=1,
200. 00'
p -
REVISIONS
BENCHMARK:
MAURIIVC
J5 7 N. SHERIDA N 5 TREE T
SEAL—ENGINEER
SCALE:
As SHAWN
BY
DATE
DESCRIPTION
DATE A PRO. SEE SHEET I
MND PLMIVINC
SUITE 117
CORONA, CALIFORNIA 92880
N
DESIGN
J5
d5
U a
7FL. (95 279-1800
FAX (951)1) 279-4380
C,
JSKA4PB
I 1
Engineering, Inc.
No. 65931 u
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--
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OF- cpl\�'
OR
R.C.E, NO.
6593I DA TE' 2--fff-- 20/1
1-800-422-4133
FORCE MAIN
6" PVC, C-900, DR -18
6' N/�
I
EX JO " PVC WA TER
PER D-35152
STREET JIEP
R/w ---� S/w
C&G
113+16.60 � WICKERD ROAD=
10+17.97 � LA VEN7ANA ROAD
HOT TAP EXIST JO- PVC WIL
W1 JO x12" ;rA ePlWig '5�4R-Z-M5
CONNECTION W1 12" FxF RSGV
BY EM WD AT DEVELOPER'S EXPENSE
INSTALL FxH ADAPTOR AND I" CORP. STOP
WELD ALL JOINTS AS REQUIRED
EWE
6" SWT FM X-ING 18" SD
SOT FM= 1455, 98
FOP S0=1441.80
113-�3I-51 WICKERD ROAD=
10+00.00 LA VENTANA ROAD
� INT.
LA VEWANA ROAD
SEE SHEET 3
74'
37' 37'
12" REC WTR X-ING 72" SD
ROT REC WrR= 1450,60
2 " REC '
OT "EC J
TOP
_D= 1,
OP SD= 1436.25
113+90.69 /�' go 69
IJ+,90.69
'0
REC YCL ED WA TER
12" PVC, C-900, DR -18
25' Nle
114+81.61
2" SERVICE
FUTURE 1.5"
------------------------
\1 14±00. J6 "
6" SWR FY X-ING 72' SD 72 SO
HOT FM= 1450. 10
TOP SD= 14J6. 15
72"x3" FLGD TEE
12" FxH RSGV (E)
8" FxH RSGV (N)
12" BLIND FLANGE (W)
METER (PB-
EX 3O" PVC WATER
PER D-55152
FORCE MAIN
6" PVC, C-900, DR -18
6' N4
- RN - SW-R'1/TP - Rf? - Cfto'wg 1.0r,"':
4,06 PAd 19Y
18" SD X-ING 12" REC WTR
ROT SD=1430.08
TOP REC WrR=1428.54
R/W — ---'SIW cz�
C&G
(Z)
19
X '-04
118+87.82 Li I
STREET IEP LLI
18' SD X-)NG� 6" FM
ROT 0=1430,02 4
TOP FU= 1428.81
SCALE: I " =40'
0 40 80 720 160
FORCE MAINIRECYCLED WATER APPROVED BY, L UJ5 J6 8
�SCHEDULE'A` COUNTY OF RIVERSIDE 060002544o(W325); S, A, JJ & 41
MSTERN MUNICIPAL WATER DISTRIC7 1A VENTMA RANCH•
BY. OV2OV-77 TRACT 3b785
MW0AfRKYGMWA7&AWFmaAMNN0ff*WMM
CIVIL ENGINEER OF SUBDI 045 DA rE j
WICKERD ROAD - STA 109#00-00 - 121#00-00
PROJECT E&�GIMEQR-- tww-Umilo r "111
APPROVALS
LINE/CURVE DA TA
NO.
SEARINGIA
RADIUS LENGTH TANGENT
W1 CKER ur-
R OA ur- "'
[1]
N895657"W
1,200.00`
F21
N89 56'57"W
75J.38'
N89 '5657-W=1,
200. 00'
REVISIONS
BENCHMARK:
MAURIIVC
J5 7 N. SHERIDA N 5 TREE T
SEAL—ENGINEER
SCALE:
As SHAWN
BY
DATE
DESCRIPTION
DATE A PRO. SEE SHEET I
MND PLMIVINC
SUITE 117
CORONA, CALIFORNIA 92880
N
DESIGN
J5
SUR VMNG
7FL. (95 279-1800
FAX (951)1) 279-4380
DRA WN.-
JSKA4PB
I 1
Engineering, Inc.
No. 65931 u
CHECKED:
LM
3 Y.sT�TF
CIV,APPROVED:
--
SCALE:
OF- cpl\�'
AS SHOWN FARRIS N. HADDAD
R.C.E, NO.
6593I DA TE' 2--fff-- 20/1
DATE :
JULY 2010
1
- RN - SW-R'1/TP - Rf? - Cfto'wg 1.0r,"':
4,06 PAd 19Y
18" SD X-ING 12" REC WTR
ROT SD=1430.08
TOP REC WrR=1428.54
R/W — ---'SIW cz�
C&G
(Z)
19
X '-04
118+87.82 Li I
STREET IEP LLI
18' SD X-)NG� 6" FM
ROT 0=1430,02 4
TOP FU= 1428.81
SCALE: I " =40'
0 40 80 720 160
FORCE MAINIRECYCLED WATER APPROVED BY, L UJ5 J6 8
�SCHEDULE'A` COUNTY OF RIVERSIDE 060002544o(W325); S, A, JJ & 41
MSTERN MUNICIPAL WATER DISTRIC7 1A VENTMA RANCH•
BY. OV2OV-77 TRACT 3b785
MW0AfRKYGMWA7&AWFmaAMNN0ff*WMM
CIVIL ENGINEER OF SUBDI 045 DA rE j
WICKERD ROAD - STA 109#00-00 - 121#00-00
PROJECT E&�GIMEQR-- tww-Umilo r "111
APPROVALS
LINE "A"
10" SEWER
A/0103'05"E - 78.00 LF
SEE PROFILE HEREON
REC YCL ED WA TER
12" PVC, C-900, DR -18
25' NX
EXIST. JO' PVC WTR R/W
PER D-35153
C&G -
0.2 to
c)
L
coil bolor-m you DZW
Avoid I - d
uti
Call
Q5
1-800-422-4133
5" PVL, C-1900, DR -7
NO*OJ'OJ"E - 61.29 LF
SEE PROFILE HEREON
12 SEWER
NO*0,3'0,3"E - 108.00 LF
N
SEE PROFILE HEREON
L
6z) 123+22.51 WICKERD RD.= j
10+76.00 LINE "A
('5"
18
SX-ING 10" SWR
C4
L4
ci
BOT S9=1422.28 (n
rOP SWR=1417.67 w W f z Q , c° o I
PROPERTY LINE
Zs
Q L
24E114WD ESUT
10 o ci Q
ic�
MAINTENANCE ACCESS 101' EMWD
S/w PER STREET PLAN
ESY T
24" SD
E6
N89'5657"W 1 4
X, 2
123-+22.51 WICKERD
<�10-�430 LINE "A"
STREET r -12" REC WT? X-ING 0" SWT -
BOT REC W7R=142x 142 2.43 8 X 5, TOP SWR=147735 1
--a-
123+2251 Fy/LALru/ U/1
123t22.51 WICKERD R. = 10+00 00 LINE -A - 1
10+36.00 LINE "A"' __j Y.H. No, J W1 SA -47
,EX� . jQ" .WTR X- IN 6 10 " SWR
142BOT WTR=(1418.44) 124+38.86
TOP SWR=141728 `-, M. H. No. 4
W1 SA UEREISEN COA TING & SA -47
12J+22.51 WICKERD RD.
10+24.00 LINE "A " 124+68.06
6" FM X-ING 70" SWR 12" REC WTR X-ING EX. JO" WTR
80T FM= 142J. 09 BOF REC W7P=1421,03
TOP SWR= 141716 TOP WTR=(1418.62)
FORCE MAIN 70" SEWER
6" PVC, C-900, DR -18 18' S/�
6' NX
REVISIONS
m
- 36 - 012dag Layout, WCKFPFj Fe(141) Saved. 71121201.9 3, 19 PM Platted 171,11512019 4:07 FIM wuo
--L
x 142
6" FM X-ING 12. REC WTR
BOT FM CASINC=1420.29
TOP REC WTR=1419.27
125+65.99 WICKERD RD.=
10 -it -J6. 00 LIFT SFA 77ON
25.00 LF - 18" STEEL CASING
(114" THICK MIN., NO JOINTS) (SB -49)
CENTERED AT JO " WTR X-ING
REC YCL ED WA FER
12- PVC, C-900, DR -18
12' Nle
I BENCHMARK
DATE I A PRD. I SEE SHEET
SCALE:
AS SHOWN
126* 71.71
TEMP. END CAP
PROP 12" REC WT?
PER D--
-7
PROP 8' SEWER PER
D------
EXIST JO" W7R X-1 4GI� 11 SWj
BOT WTR=
TOP SWR -1404.42
125+89.18 WICKERD RD,=
10+30.00 LIFT STATION
12" REC WT? X-ING 12" SWR
BOT REC WTR=1421.05
TOP SWR= 1404. 41
125+89.18 WICKERD ROAD=
10+00.00 LIFT STATION
� M. H. No. 5
W1 SA UEREISEN COA TING & SA -47
EAV#ffRjNG 357 N, SHERIDAN STREET
.SUITE 117
PL4WNG CORONA, CALIFORNIA 92880
E lk� TEL. (951) 279-1800
SUR VMNG FAX (951) 279-4380
Engineering, Inc.
BR -ED - 8Y.
FARRIS
♦
SA UEREISEN COATING & SA -47
loyl SEWER
18, SX
N.
/y
No 6593)1,
CIVL
cm -
NO.
BEARINGIZ
RADIUS
LENGTH
TANGENT
NO.
BEARINGIZ
RADIUS
LENGTH
TANGENT
1-11
N89 56'57"W
453.99'
NO-0J`OJ`E
78. 00'
[21
IV45 03'03 "E
32.11 '
1881
N89'5657"W
716,35'
NO -03,03"t
61.29'
N895657"W
15022'
N89*5657"W
361.06,
[1:]0
NO03'03"E
108.00'
N4456'57"W18.
38,
N89 5657-W
95.04'
N8956'57"W197.65'
SCALE: AS SHOWN
DESIGN: JS
DRAWN: JS/KM/PB
CHECKED: LM
APPROVED:
OA TE JUL Y 201f
SEWER/FORCE MAINIRECYCLED WATER APPROVED BY-
E45TERN MUNICIPAL WATER D15TRICT
By- 49Z%� . Z� 7-L /Z 3 /1 f
CIVIL ENGINEER OF SUBDIVISIOA DATE
SCALE 7"=40'
6mmmmi
40 80 120 160
CHEDULE"A" COUN7YOFRIMSIDE P1800250MA)ii A "TRMI. I.
)A MJJ & 47
1A VENTAM "NCH �,44
0V 2017-77 7M CT 36785 0.
mo"sw wamWA 79 AWfoRaAW#ff0fflWMM
WICKERD ROAD - STA 121#00.00 - 127#00.00