HomeMy WebLinkAbout16-592 to 16-601 PGP GENERAL NOTES
VICINHY IWAP "-"kRE 'o�Ir"-'-'" -**�R
NOT TO SCA ADIN'G PLAN
LE V
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVE'y MONUMENTS
ANDOR VERTICAL CONTROL ARE T �, f 11R
PM 36551 - �31RD & ASADENA DESTROYED BY CONSTRUCTION. A LANDBENCHMARKS SURVEYORWHICH MUS DnS :R
'�. 3f LOCATE,
REFERENCE, AND/OR PRESERVE ALL HISTORICAL OR CON"�'CLI_NC
RCFC APPROVAL OF THE STORM DRAIN MONUMENTS PRIOR TO ANY EARTHWORK. IF DESTROYED, A 1,14D
PN 377-
140-024 CONNEC71ONS TO THE RCFC CHANNEL SURVEYOR SHALL REPLACE SUCH MONUMENTS WITH API
ROPE!',T:
AT IS REQUIRED PRIOR TO APPROVAL OF MONUMENTS. A CORNER RECORD OR RECORD OF SURVEI� A-
THE GRADING PLANS BY THE CITY OF APPROPRIATE, SHALL BE PILED AS REQUIRED BY-,THE PRr,FESSIONAL
LAKE ELSINORE. LAND SURVEYORS ACT. IF ANY VERTICAL CONTROL IS TC, BE
DISTURBED OR DESTROYL, THE CITY OF PERRIS FIELD SURVEY
LEGAL DESCRIPTION CITY "'OF LAKE ELSINO"RE SECTION MUST BE NOTIFIED, IN WRITING, AT LEAST 3 DAYS PRIOR TO
THE CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE
LOT 11 IN BLOCK A OF THE SUBDIVISION OF ELSINORE, AS SHOWN BY MAP ON FILE IN BOOK 8, PAGE 377 OF MAPS, SAN DIEGO COST OF REPLACING ANY VERTICAL CONTROL BENCHMARKS DESTROYED
BY THE CONSTRUCTION.
COUNTY RECORDS, EXCEPTING THEREFROM THE SOUTHWESTERLY
659.47 FEET, AS CONVEYED TO THE CITY OF LAKE ELSINORE BY 2. THE AREA WHICH IS DEFINED AS A NO GRADING AREA AND WHICH IS
DEED RECORDED MARCH 25, 1952 AS INSTRUMENT No. 12975,
NOT TO BE DISTURBED SHALL BE STAKED PRIOR TO START OF THE
OFFICIAL RECORDS OF RIVERSIDE COUNTY.
WORK. THE PERMIT APPLICANT AND ALL THEIR REPRESENTATIVES OR
EARTHWORK QUANITIES CONTRACTORS SHALL COMPLY WITH THE REQUIREMENTS FOR
PROTECTION OF THIS AREA AS REQUIRED BY ANY APPLICABLE AGENCY.
T ISSUANCE OF THE CITYS GRADING PERMIT SHALL NOT RELIEVE THE
CUT........... 6i61 CY
APPLICANT OR ANY OF THEIR REPRESENTATIVES OR CONTRACTORS
N FILL. 6161 CY FROM COMPLYING WITH ANY STATE OR FEDERAL REQUIREMENTS BY
PROJECT3M AGENCIES INCLUDING BUT NOT LIMITED TO CALIFORNIA REC!ONA:- W/,TER
IMPORT. 0 CY
QUALITY CONTROL BOARD, CALIFORNIA DEPARTMENT OF FISH At"i
GAME. COMPLIANCE MAY INCLUDE OBTAINING PERMITS, OTHER
GENERAL NOTES 7.- d AUTHORIZATIONS, OR COMPLIANCE WITH MANDATES BY ANY APPLICABLE
STATE OR FEDERAL AGENCY.
-------- --- -------------- ----
TOPOGRAPHYSOURCE 1.All work shall be done in accordance with the Cityoftake Elsinore municipal ode,chapter 15.72 and applicable standards and specifications and the latest edition 0the
C VERIFY PERIMETER OF DEMOLI AREA
unifinumbuildidgende(E.B.C),chapter33. 3.
OF ON WORKACTOR FORTO THE PROJECT.EXACT AREA SHOWN IS APPROXITIONMATE.AND
[AN WILSON LAND SURVEYING Z A bermit shall be obtained from the argioneeringdepartment,city oftake Elsinore,prior to anyoperations.
893910 WEET
PO BOX 3
TEMECULA, CALI 3 th
FORNIA 92589 , e devidloperaddlor the conttracorshail lltilit notdVa uy companies and USAl aert(1-800-4224133)larty-eight f48)hours prior to grading. ------- CIVIL SHEET INDEX
ynlfLzl c T all U51ho,U 3W,bJNGV
951.694.1044 4.The contractorshadidefify the city engineering departmentat least twenty-four(24)boom in advance ofbaginineggrading operations. C1............................. T17LE SHEET
S.Dust shall be controlled by watering orotteir methods approved by the city"gineer.
ASSESSOR'S PARCEL NUMBERS I H
6.Citt5lopes shalt be no steeper than 2 horizontal to I vertical,unless offiered.app,..d,..d shall be sh-.a the plan. C3.................................... GRADING PLAN
7.Fillslopa5 shallbe,hosteeparthant 2 hunizortalto I vertical,uniessatherynse approved,shall be shown poplar,andshaftnothave less than 90%relative compaction build the
-140-024 C4..................................... GRADING PLAN
377 C5..............................------ GRADING PLAN
firashed,urface.
ASE, 1 C2..................................... SECTIONS &DETAILS
C6........................ UTILITY PLAN
SITE LOCATION 8,Fifisshaft be compacted throughout to 909"donoty as determined by the modified three(3)layer AATM.D-2557-70 test method. ------ C7..................................... EROSION CONTROL PLAN
9, and inspected by the grading inspectorand approved soils testfogagencyprior to the placingoffill. C8.................. ........... EROSION CONTROL PLAN
----------- 7ARL C9.......................................... PAVING Ac HM20NTAL CONTROL
SOUTHEAST CORNER OF 3rd AND PASADENA
10. All fill materiateliall be clean Earth.No hill shall be place until preparation ofilround is approved blithe soil,engineer C10 ..................................... PAVING &HORIZONTAL CONTROL
OWNER ARCHITECT
11, Finish grade shall be skuned away trained exterior wafts at notless than%�per ford for a minimum ofthred(3)feet,then 1%(minimum)to Raw line ofearth,wale.
F 3 ABBREVIATIONS
FAIRWAY COMMERCIAL PARTNERS MCARDLE ASSOCIATES ARCHITECTS 12.Minimum building pad and drainage swal-lop,shaffbe 1%ifoutor fill slope is less than ten feet(10I and 2%ifcut or fill is greater than ten feet(10).Drainage swales shall
1601 N. SEPULVEDA BLVD., #401 6965 EL CAMINO REAL, be a minimum of0.5'deep and constructed a minimum oft"feel(2)from the top ofcut or ith'sktens. AC......................... ASPHALT CONCRETE PI V....................... POST INDICATOR VALVE
MANHATTAN BEACH, CA 90266 CARLSBAD, CA 92009 13,Provide 5'wide by Vhbih berm d,equivalent along the top ofall ff slopes everS,high AB......................... AGGREGATE BASE PL......................... PROPERTY LINE
CB......................... CATCH BASIN PA....,..,,...,....,....,, PLANTED AREA
310�939,7102 760.431.7585 14. Provide a browdech,designed to handle one hundred(1001 yearstorm flows along the top oforslapies. -WAY
CIF......................... CURB FACE
CONTACT: ROD OSHITA CIL .................... CENTERLINE RD ........... ROOF DRAIN
R/W..................... RIGHT-OF
15. No obstruction offloodiplains otietural water courses shall be permitted.
CUR....................... CLEAR
CIVIL ENGINEER SOILS ENGINEER I&A soils enlitneershaft be retaidedby the developer,to supervisegrading and provide a firmautsoks report which Includes foundation requ�lemants(subelvisher4 and experhuyi, S=....................... SLOPE
CO........................ CLEAN OUT SO ............. STORM DRAIN
characteristics ofthe soil SHEET 4\ DDC ................ DOUBLE DETECTOR CHECK SSpWC................... STANDARD SPE��JP��ATIONS FOR
SWS ENGINEERING, INC. SOILS COMPANY
2 2Z Grading certification by the developers civil engineer addle final compaction reportbli a soils engineer shall be submitted to the b�m,og arot engineering departments prior to DF........................ DEEPENED FOOTING
41548 EASTMAN OR #G, PUBLIC WORK DONS-RUCTION
61 AUTUMN DR 111 115 EC....................... EDGE OF CONCRETE SWR....................... SEWER
SAN MARCOS, CA 92069 MURRIETA, CA 92562 �H) EP_ .......... EDGE OF PAVEMENT SS......................... SANITARY SEWER
760.744,0011 951.894.2121 18. The soils engineering investigation dated September 16,2015 prpisidedbyClilgoils,Inc.dated September 16,2015 shalt be considered a part ofthisgradhog fear,and shall be EX........................ EXISTING TC.......................... TOP Of CURB
--- -----------------------I -I
CONTACT: MICHAEL SCHWEITZER I,,wonsifiano. FDC.................... FIRE DPT CONNECTION TF ................ TOP OF FOOTING
LEG EN® 19. A registeraddidif engineer orlicensed land surveyor shall submit certification ofbaddingluad elevation.Where specifi-le"tiors,areneq.ired,the elevlrtio�fwith respect to FF ................ FINISH FLOOR TO......................... TOP OF GRATE
FG................. FINISH GRADE TW.............. TOP OF WALL
FS.................... FINISH SURFACE TYP........................ TYPICAL
onal-w levellballbigiver.if an with nespeetto adjacentgroundereface is required,the construetiortygrarfirig,
DESW71ON 20t All property orders shall be clearly delineated in the field prior to commencement ofanVc
SYMBOL onstoctiorilgrisfing. FH......................... FIRE HYDRANT
W .................... WATER
------------------------------
21.Stability calculations with a safety factor ofat least 1.5 shall be submitted by a soils engineer to the building and engtheernigidepartments,for curand Oil slopes over thirty feet FL ............... FLOW LINE WM_...................... WATER METER
PROPERTY UNE (30y)in vertical height. ---------------------- G........................... GAS
------ ............ WATER VALVE
----------/-
RIGHT OF WAY 22.A final compaction report w0lberequaked forall hils greater then on(1)lbot. G43 ..................... GRADE BREAK INDS....................... NATION DIVFRSIFIED SALES
SDR...................... PIPE SCHEDULE
IE ...................... INVERT ELEVATION POL'i CENTERLINE 23.ffsteep sloping terrain occurs upon which fill is to be placed,it most be cleared,keyed and benched Into firm natural suit for hill support,Preparation shall be approved by a ------------- HP�...................... HIGH POINT
HOPE HIGH DENSITY
TYPE A-6 CURB registered soils isigmeerprior to placement offill material.Yopesgreater than 5:1 are required to be keyed and benched LD(Y ............... LOCAL DEPRESSION RCFC...................... RIVERSIDE CIOUti T", rLOOD CONTROL
24. The soils angineershouldinspect the construction in the following stages: LG......................... LIP OF GUTTER RCP....................... REINFORCED CONCRETE PIPE
PRIOR TO CONNECTING TO THE RCFC LP......................... LOW POINT RCB........... REINFORCED CONCRETE BOX
3"AC OVER 10"AB A.Upon completion oftlearing and during excavation and before backfillofalluivIal collovialand terraced areas and arysittistructufts. CHANNEL AND PRIOR TO THE START OF MAX. MAXIMUM
8.During all rough grading and operations Including preconipacton,benching and filling operations. GRADING THE OWNER SHALL SECURE MH...::::::*::::::::.::.,: MANHOLE
J MIN....................... MINIMUM
I
C.During installation olbuttress and canyon sub-drams and filter material
11 4"AC OVER 14"AB PERMITS FROM RCFCD&US ARMY CORPS
OF ENGINEERS FOR THE ENCROACHMENTS EASEMENT NOTES
6*TYPE-D CURB D,When any unusualgrading conditions are encountered during construction.
A N EASEMENT IN FAVOR OF THE TEMESCA L WATER COMPANY FOR ACCESS
0"CURB 25,Erosion control.Allgradedsiopes shall be planted with Rosen ice plant oranotherapprovedground cover,at twelve inches(12")on center.Slopes over fifteen IS'in vertical
height,in addition togroord cover,,huff be planted with approved trees,shrubs,or combination thereof.Shrubs shall be planted at ten feet(10)on center;trees at twenty feet II t i AND WATER UNE PURPOSES,RECORDED MAY 16, 1917 IN BOOK 362,Pila
f20l on center;combinations fifteen fact(15)on center.Slopes over three feet(3n)in vertical height shalt have permanent irrigation systems with backifloveprevention devices
HANDICAP RAMP 68 OF DEEDS CAN NOT BE PLOTTED FROM RECORD,
per U.&C adjoining properties during thegrading project
f-I AN EASEMENT IN FAVOR OF SOU7KRN CALIFORNIA EDISON FOR ELECTRICAL
WALKWAY 2E Approved protection measures and temporary drainage provisions must be used to protect adjoining properties during the grading project. SHEET 5 k M5 AND COMMUNICA 77ONS SYSTEMS;RECORDED DECEMBER
SUPPLY SYSTE
VALLEY GUTTER 2Z Approved erosion preventive devices shallbe provided and maintained during the minyseason and shaillbe in place at the end ofeach day'r work 26, 1990 AS INSTRUMENT No. 90-464469, DMICIAL RECORDS OF
28.All work shall conform to the cityardstateconstructionsalatitorders. I RIVERSIDE COUNTY CALIFORNIA.
AN EASEMENT IN FAVOR OF ELSINORE VALLEY MUNICIPAL WATER DISTRICT
BID SWALE 29. The location and protection ofall utilities is the responsibility ofthe parmitten. i 1 FOR WATER AND SEWER PURPOSES, RECORDED MARCH 5, 1991 AS
30.An approved set o0grading plans shalfbe or thejob site arali time.
r\ INSTRUMENTS No. 72199 THROUGH 72202, OFFICIAL RECORDS OF
RIVERSIDE COUNTY CALIFORNIA. THE DESCRIBED EASEMENT IS IDENTICAL
STORM DRAIN PIPES 31, Sanitary facilities shall be maintained on the site from beginning to completion otgradmii operadod, IN THESE DOCUMENTS THE GRANTORS ARE DIFFERENT IN EACH
DOCUMENT
32. All slop.shall be planted d.,,gti,,h facilities shall be provided forall slopes in excess ofthree(3)feet vertical height within ninety(90)days aftercomphation ofrough to
WALL PER SEPARATE PERMIT inspection. AN EASEMENT IN FAVOR or SOUTHERN cAyFoRNIA Eusait FOR awmtcx
gradingardshall be in accordance with the Cryoftake fisideregrading ordinance no,982 prior to the approvalruffibuili
SUPPLY SYSTEMS AND COMMUNICA TIOVS SYSTEMS,RECORDED APRIL 24,
EARTHEN SWALE 31 Any contractorperforming work on this project shall honfliarcre himself with the site and his operations,whatherch notsuch facilities are shown on these plans.
P4SE 1991 AS INSTRUMENT No. IJ4335, OFRCIAL RECORDS OF RIVERSIDE
6'WHEEL STOP 34. The design empnearshallprovirde,a mininnion ofene,(1)blue toleperfirdishedpad,prior to.
J, COUNTY CAUFORWA.
STORM DRAIN CATCH BASIN 35.Approximate date of, A Beginning operation:April 10,2016 FOR ACCESS N EASEMENT IN FAVOR OF ELSINORE VALLEY MUNICIPAL WATER DISTRICT
ESS AND WATER PURPOSES,RECORDED AUGUST 8,2008 AS
DEEPENED FOOTING May INSTRUMENT NO.2006-04,15974, OMCIAL RECORDS OF RIVERSIDE COUNTY kiffie- J121MAMM
Completion:March 10,2017 CALIFORNIA.
36.No rock or otherirreducibli,material with a maximum dimensiongwater than three inch.(3)will be placed in flis within roadbed areas or three feet(3)offinisligrades,
unless the Ideation,materials,and disposal methods are specificallyapprowd by the soils engineer. ----------------------------------- AN EASEMENT IN FAVOR OF ELSINORE VALLEY MUNICIPAL WATER DISTRICT
37. The engineer must set funds,stakes for allairainage,devices and obtain inspection before approval. au= FOR ACCESS ROAD AND SEWER PURPOSES,RECORDED AUGUST 8,2008 AS
INSTRUMENT NO.2008-0435975, OFFICIAL RECORDS OF RIVERSIDE COUNTY,
38.Grading plans will not be approved unthaft retaining wells are approved by the building department CHANEYI�MEET' CAUFORNIA.
39. This site has obtained national pollution prevention elimination system(NPOES)permit to regulate municipal and industrial storm"ter discharges.
AN EASEMENT IN FAVOR OF THE CITY OF LAKE ELSINORE FOR
NPOES WDID k.......date permit issued:__ _ _ RIGHT-OF-WAY AND STORY DRAIN PURPOSES;RECORDED OCWR 15,
100 50 0 100 200 300 1
DIAL TOLL FREE 40. Drainage easements will be kept clear ofaft obstructions,Nobullifings orwalls,shall be placed within aa�omseunt limits.Ternponarylelmovement-he subject to reniqual at COUNTY CAUFORNIA.
2008 AS INSTRUMENT NO.2008-0555380, OMCfAL RECORDS OF RAER-SIDE
1-800-227-2600 ovion",expense. SCALE IN FEET
GRAPHIC SCALE CSWS ENGINEFRING, INC.
AT LEAST TWO DAYS INDEX MAP SCALE. 1*=IW
c.
BEFORE YOU DIG
No
.1 -201
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 4 is 1(14b "Is Oil
OF
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE N BASIS WITH THE PREPARED BY: SEAL THE BASIS BEARING:
OF BEARINGS FOR THIS SURVEY IS THE SOUTHWESTERLY LINE OF THE SHEET
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE SUBIECT PROPERTY BETWEEN FOUND MONUMENTS ALONG THE NORTHEASTERLY CITY OF LAKE ELSINORE
LAWS AND HAVE BEEN FOUND ACCEPTABLE SIDE OF THE LAKE ELSINORE OUTFLOW CHANNEL THE BEARING BETWEEN THESE
TWO M04UMENTS IS TAKEN AS NORTH 4559'19"WEST AND IS BASED ON A BPS
SURVEY POST PROCESSED IN TOPCON TOOLS 4.1.SOFTWARE BEARINGS SHOW TITLE SHEET 10
HEREON ARE GRID BEARINGS BASED ON CALIFORNIA ZONE VI.NAD 83,EPOCH OF
DA
TE 2005.69. BENQH MARK: PRECISE GRADING SHEETS
SCALE: RIVERSIDE COUNTY FLOOD CONTROL SM
Z9267; BRASS DISK IN TOP OF CURB AT
CITY ENGINEER' AT ICHAT-L D. VVEIT?AR, P.E. -!(ATE SOUTHERLY END OF CURB ALONG PLANS FILE No.
CITY OF LAKE ELSINORE RCE 59658 NORTHWESTERLY SIDE OF CENTRAL AVENUE PM 36551 - 3RD & PASADENA
DATE: AT PASADENA STREET APN 377-140-024
ELEVATIOW1265.02'
0
ENGINEERS NOTE TO CONTRACTORS
1. ALL LANDSCAPE AREAS SHALL BE GRADED TO SLOPE AWAY FROM STRUCTURES AND
PROPERTY LINES TOWARD LANDSCAPE DRAINAGE SWALES AND OR SITE DRAIN INLETS AT 2% zaza rqe..¢.t:71oN{w,r;r;a�oaNireu�a;m+.r�
MINIMUM GRADIENT(1%WHERE FLOW IS CONCENTRATED). SMOOTH FINISH GRADES TO ELIMINATE PL
PONDING OR STANDING WATER. ( 4
2. ALL LANDSCAPE DRAINS SHALL BE 4" MINIMUM CONSTRUCTED WITH RIGID BELOW GRADE PIL PL {.--5'
PIPING WITH A 1%MINIMUM GRADIENT UNLESS OTHERWISE NOTED. EX.SCREEN WALL
17' _— SEGMENTED RETAINING WALL i E
3. LANDSCAPE DRAINS, CATCH BASINS, INLETS, ETC. SHOWN HEREON ARE DIAGRAMMATIC. 7' BY OTHERS I CURB&GUTTER PER ° I
BIO—SWALE HEIGHT VARIES,0'TO 4' 1 taa oN sccrcw.rzarault CONTRACTOR SHALL PROVIDE COMPLETE DRAINAGE SYSTEMS AND ADJUST THE LAYOUT AS CDR STD.DWG. 200
REQUIRED TO MATCH SITE CONDITIONS AND OR MINOR DISCREPANCIES WITH THESE PLANS. 9.5'
--+�3'-"— FINISH SURFACE
FINISH SURFACE EX.GROUND I 1 \a EX. GROUND O PARKING AREA CURB&GUTTER PER EX.GROUND 4.5' 6"WHEEL STOP I
ING
4. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO MAINTAIN PROPER DRAINAGE CDR STD. DWG. 200 I 5%MAX
AND EROSION CONTROL DURING CONSTRUCTION. FINISH SURFACE 2 awzasTscoveR
I 4;T M 5%MAX O PARKING AREA 1 a 11,
5. CONTRACTOR SHALL NOTIFY ENGINEER UPON THE DISCOVERY OF AREAS WHICH DO NOT 5%MAX 2R -- 2rT M - ,.�,., `�
DRAIN PROPERLY OR ANY OTHER DISCREPANCY OR AREA WHICH HAS NOT BEEN ADEQUATELY ._ I \\\
ADDRESSED AS A RESULT OF A FIELD CONDITION OR ANOMALY IN THE TOPOGRAPHY. -- - g
0"CURB PER - -{
,v
6. HARDSCAPE GRADES SHALL BE 0.04' BELOW DRIP SCREED AT HIGHEST POINT NEAR
STRUCTURE AND SHALL SLOPE AT A 1%MINIMUM GRADE TO DRAINS OR LANDSCAPE AREAS.
HARDSCAPE SHALL SLOPE AND DRAIN AWAY FROM THE STRUCTURE UNLESS OTHERWISE NOTED. ,.
7. THE HIGHEST ADJACENT GRADE AGAINST STRUCTURE FOOTINGS SHALL BE PER THE LATEST GREEN BOOK STANDARD. SECTION A—A SECTION B—B SECTION C—C
8. DEEPENED FOOTINGS OR YARD DRAINS SHOULD BE CONSIDERED IF THE SIDE YARD CROSS N.T.S. N.I.S. N.T.S. 4
SLOPES EXCEED 1O%. CONTRACTOR TO VERIFY WITH OWNER OR DEVELOPER.
w ..
9. EARTHWORK QUANTITIES SHOWN HEREON ARE RAW QUANTITIES CALCULATED FOR PERMIT
AND OR BONDING PURPOSES ONLY, UNLESS NOTED, THEY DO NOT INCLUDE POTENTIAL 1 5" ,
SHRINKAGE OR BULKING FACTORS, REMEDIAL GRADING, FOOTING SPOILS, UTILITY TRENCH 'i } r
SPOILS, ETC. THE CONTRACTOR SHALL VERIFY QUANTITIES TO THEIR OWN SATISFACTION. 6" 18" GROOVED BORDERS — — -
10. THE LOCATIONS OF UNDERGROUND STRUCTURES AND UTILITIES SHOWN HEREON HAVE BEEN MUST BE ON THE
OBTAINED FROM AVAILABLE RECORDS FOR THE BENEFIT OF THE CONTRACTOR. THE DEPICTION LEVEL SURFACE AT 1/4'UP
OF UTILITIES SHOWN ON THESE PLANS DOES NOT CONSTITUTE A GUARANTEE OF THEIR EXACT THE TOP OF THE q AC OVER AB <.F `- "
LOCATION, DEPTH. SIZE, OR TYPE. EXACT LOCATION,DEPTH, TYPE AND SIZE MAY BE RAMPS /�,, 3.0'
VERIFIED BY POTHOLING PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL F ", 1.5%
NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND AND/OR OVERHEAD ;D
STRUCTURES AND/OR UTILITIES WHETHER OR NOT THEY ARE SHOWN HEREON. „z<L
a^a"S," I 1
11. CONTRACTOR SHALL NOTIFY DIGALERT O 800-227-2600 OR UNDERGROUND SERVICE ALERT p CAT�6'BB WN '�swo�w`m
(USA) O 800-422-4133 AT LEAST TWO DAYS BEFORE START OF CONSTRUCTION. - `—0.50'THICK "'°" -� _
12. CONTRACTOR IS RESPONSIBLE FOR POTHOLING PRIOR TO START OF CONSTRUCTION TO 25.5" --6°CURB
VERIFY ALL ELEVATIONS OF EXISTING UNDERGROUND UTILITIES. DETAIL M " 2024 CATCH BASIN"
13. ALL GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS AND DETAIL A "REVISED CURB AND GUTTER" DETAIL B "HANDICAP ACCESS RAMP" DETAIL C "VALLEY GUTTER" -- - -
SPECIFICATIONS SET FORTH IN THE SOILS AND GEOTECHNICAL REPORT FOR THIS PROJECT NOT TO SCALE
ENTITLED "UPDATED GEOTECHNICAL INTERPRETIVE REPORT. PROPOSED FAIRWAY BUSINESS N.T.S. N.T.S. N.T.S.
PARK," DATED SEPTEMBER 16, 2015, PREPARED BY CW SOILS, INC.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AGENCY APPROVAL OF THE ROUTEir
°D
AND SITE LOCATION FOR EXPORT AND OR IMPORT MATERIALS. WIDTH VARIES 0
3'MIN. 6 ,.._.._.�.�:.— ---
VARIES VARIES— h Y z+z TopsECT)ow:, r, .
a�54TAELMAM-1 P.. alas FNAME.4NkY ]21E yAgT 9T41iQRATE '.
a., `pP' m PA AY n.. /, aawKwu—Y 241,
`v. .. �'11. j1 '� 1t1ZSTEEL GftATE� y✓'" ,.�
7.5" 16" ---- Pnexwnv
raaE is ,nm� vz
1 <
72"•-__�� 6 �t — e
a&'te E%TENSrow(NO FRAME)
10
/ -
)I HDPE STORM DRAIN �_— rEr. anres .r DEPTH AND SIZE 25.5'--- tau Law6rtsEcTlow No
DETAIL H "WHEEL STOP DETAIL" VARY mn rc /, '' ,~w ' "
zr 12?2 STEEL a
DETAIL F "BIO SWALE"
N.T.S. N.T.S, — DETAIL L "O—INCH CURB" ; P °
-- --
N.T.S. 4.
3m @OTTQM—MON(No FRAME)
2' 6a�966TEELCOVER 1Pc - x,n
PNi1R'fAY M.
6" CURB 1.5 6" CURB TOP OF CURB wFrc m pd. ar o e
to
�e
FLOW LINE
7
DETAIL J " 2' CURB OPENING"
,2' CURB OPENING O 9' O.C.
N.T.S. '::.�
N.T.S.
--WALL(PER SEPARATE PERMIT)
9
Z FINISH SURFACE 8'—�j----14' 8" THICK CONCRETE carcweAs,w -
O TRASH ENCLOSURE Lanaazs as ».�„„,,,
--- az-,aao
an
2% S72%
SLOPE AS DETAIL P 36X36 CATCH BASIN" DETAIL N " 12X12 CATCH BASIN"
tb
NOT TO SCALE NOT TO SCALE
_7'< _
DIAL TOLL FREE HOW. ON PLAN
1-800-227-2600 SEE LEFTr�Esst
s y4 SWS ENGINEERING, INC.
AT LEAST TWO DAYS FS -- d°' ��'
BEFORE YOU DIG w Na 5s658
DETAIL I "TYPICAL GRADE IN TRASH ENCLOSURE AREA" * Eot2_„_� �: ,I, �1m4 1��, r ai
* , Eb T.n ,➢?
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA N.T.S. f 44 0046 Y 9tl 196'r4I v4ti
a _13 + ,
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY:� SEAL BASIS BEARING:
THE BASIS
OF BEARINGS FOR 7F95 SURVEY IS THE SOUTHWESTERLY LINE OF THE SHEET
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE SUBJECT PROPERTY BETWEEN FOUND MONUMENTS ALONG THE NORTHEASTERLY CITY OF .LAKE ELSINORE
LAWS AND HAVE BEEN FOUND ACCEPTABLE SIDE OF THE LAKE ELSINORE OUTFLOW CHANNEL THE BEARING BETWEEN THESE
TWO MONUMENTS IS TAKEN AS NORTH 45'59'19'WEST AND IS BASED ON A BPS
SURVEY POST PROCESSED IN TOPCON TOOLS 4.1.SOFTWARE.BEARINGS SHOWN ')
HEREON ARE GRID BEARINGS BASED ON CALIFORNIA ZONE VI,NAD 83,EPOCH PRECISE GRADING
ft GATE 2005.69. OF BENCH MARK: SHE tTS
_ D} SCALE: RI SIDE CWNtt ROOD CONTROL BM
Z9267:BRASS DISK IN TOP OF CURB AT
CITY ENGINEER e A E I ,, L p. SCHWEITZER, P.E. DATE SOUTHERLY END of CURB ALONG FILE No.
CITY OF LAKE ELSINORE Rt, .9658 NORTHWESTERLY SIDE OF CENTRAL AVENUE PM 36551 — ANq PASADENA
DATE: AT PASADENA STREET APN 377-140-024
ELEVATION;1295.0Z
---
e LIMIT AGING- r \_.. SEE SIDEWAL DETAIL SHEE 5'
i
_' mom a°j"J 6ry%ptb ryp p�,�_ Al
im --
ry .LIMIT OF GRADING 1yb�p `ti%f oo �h•p 6 �i;'6 m Co+ i 0 8�a,
OF GRADING-
i t Nti j y PROPERTY N(IE V N EXISf�0R MAIN 1.�G PROPERTY LINE1 dF- 1 Ws, a ��
C . ,r
W. K„-c•r 7r - ., - "N---- W —W �.:-�I--. W � 4v B ``'. .TTREET ...._—_.
• N 43'4 6 >9'�--- �.. . E SHEET 2 - 6. -
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SHEET 2 FOR GRADING DETAILS (30 36'X36"BROOKS PRODUCTS CATCH BASIN W/GRATE&FLOGARD 20 10 0 20 40 60
3"AC OVER 10"AB PER SOILS REPORT RECOMMENDATION it DEEPENED FOOTING PER STRUCTURAL PLANS �- PLUS CATCH BASIN FILTER INSERT OR EQUAL, DETAIL U sHEEr 4 PRIVATE STORM DRAIN DATA
M {: 4'AC OVER 14"AB PER SOILS REPORT RECOMMENDATION 12 7'PCC/8'AB 31 TYPE I CATCH BASIN W/TYPE C-L TOP PER UNITED CONCRETE PRODUCTS INC SYM DELTA BERG. RADIUS LENGTH DESCRIPTION SCALE IN FEET
DIAL TOLL FREE 15 WALL PER STRUCTURAL PLAN W/FLOGARD PLUS CATCH BASIN FILTER INSERT OR EQUAL,DETAIL SHEET 4 !J N 45'07'13"E 39.69' _ 12"HOPE o 0.5% GRAPHIC SCALE
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AT LEAST TWO DAYS ® CONSTRUCT 0"CURB PER DETAIL•C SHEET 2 ® CONSTRUCT 6"WHEEL STOP PER DETAIL"H"SHEET 2 y3 t N 43'50'4Y E - 214,61' 24"HOPE O .48 H
i N 2257'18•E z2.oa' 30•HOPE o D.aeX � � cJ ENGINEERING, INC.
2f 24"X24'BROOKS PRODUCTS CATCH BASIN W/GRATE&FLOGARD 40! 2'CURB OPENING , . I.,vnP "
BEFORE YOU DIG CONSTRUCT HANDICAP RAMP PER DETAIL"B'SHEET 2 PLUS CATCH BASIN FILTER INSERT OR EQUAL,DETAIL'M"SHEET 2 -r5 N 4624'10'W - 18.29' 12•HOPE 0 0.5%
No.59658 me 113 Od•Ten,.ula
2'CURB OPENING PER DETAIL SHEET 2 �� I-- E,�•12_31-2G,T
O CONSTRUCT WALKWAY PER ARCHITECT PLANS 23 6"PVC RISER W/GRATE PER DETAIL•D"OR"E"SHEET 2 1 9� N 46'09'13'W - 63.67' 6'PVC O 0.32X 'k �" izr C14'.S9?
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® CONSTRUCT VALLEY GUTTER PER DETAIL"C"SHEET 2 24 6"PVC STORM DRAIN PIPE 101 t N 46'09'73"W 63.36' 6"PVC o 0.fi8Xp1.�AItF ,-
�91 CONSTRUCT 810 SWALE PER DETAIL'F"SHEET 2 27 18'HDPE STORM DRAIN PIPE ? 11 N 46'09'13"W - 63.67' -
SEAL BASIS OF BEARING:
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE P;IL`A;Dl BY: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHWESTERLY LINE OF THE SHEET
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE SUBJECT PROPERTY BETWEEN FOUND MONUMENTS ALONG THE NORTHEASTERLY CITY OF LAKE ELSINORE 3
LAWS AND HAVE BEEN FOUND ACCEPTABLE SIDE OF THE LAKE ELSINORE OUTFLOW CHANNEL.THE BEARING BETWEEN THESE
TWO MONUMENTS IS TAKEN AS NORTH 45'59'19'WEST AND IS BASED ON A BPS OF
SURVEY POST PROCESSED IN TOPCON TOOLS 4.1.SOFTWARE.BEARINGS SHOWN 10
HEREON ARE GRID BEARINGS BASED ON CALIFORNIA ZONE VI,NAO 83 EPOCH PRECISE GRADING
DATE 2005.69. BENCH MARK: SHEETS
SCALE: RIVERSIDE COUNTY FLOOD CONTROL BM
Z9267;BRASS DISK IN TOP OF CURB AT
CITY ENGINEER D �RCE
CHWEITZER, P.E. DATE SOUTHERLY END O'CURB ALONG p FILE No,
CITY OF LAKE ELSINORE NORTHWESTERLY SIDE of CENTRAL AVENUE PM 35551 - PASADENA
DATE: AT PASADENA STREET APN 377-140-024
VATION:12 .02'
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1-800-227-2600
AT LEAST TWO DAYS 30 1-5- 0 30 __61I) 90 PRIVATE STORM DRAIN DATA SWS ENGINEERING, INC.
BEFORE YOU DIG SYMI DELTA/BERG. I RADIUS LENGTH DESCRIPTION NO.59658
'�C,�LLE IN FEET L-5 359,61' 30,8 80, _HDPE 0 0. -31-2017 LHL mugh CA 9259
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA [5fl �±_
GRAPHIC SCALE I " __-18' - _ __ 44,0046
N 45,1 30"HOPE 0.5%
1 BASIS OF BEARING:
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED IBY- SEAL THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHWESTERLY LINE Or THE SHEET
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APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE SUBJECT PROPERTY BETWEEN FOUND MONUMENTS ALONG THE NORTHEASTERLY CITY OF LAKE ELSINORE 4
LAWS AND HAVE BEEN FOUND ACCEPTABLE SIDE OF THE LAKE ELSINORE OUTFLOW CHANNEL.THE BEARING BETWEEN THESE
TWO MONUMENTS TH IS TAKEN AS NOR 4559*19'WEST AND IS BASED ON A BPS
SURVEY POST PROCESSED D TOPCON TOOLS 4,11,SOFTWARE,BEARINGS SHOWN 10
HEREON ARE GRID BEARINGS BASED ON CALIFORNIA ZONE'A.HAD 83.EPOCH
DATE 2005.69. BENCH MARK: PRECISE GRADING SHEETS
I E C
16 r Z9267; BRASS DISK IN TOP OF CURB AT
SCALE: RIVERSIDE UNITY FLOOD CONTROL SM
CITY ENGINEER WHAEL D. SMWEITZER, P.E. DATE SOUTHERLY END OF CURB ALONG FILE No.
CITY OF LAKE ELSINORE RCE 59658 NORTHWESTERLY
RLY SIDE OF CENTRAL AVENUE PM 36551 PL*Iq PASADENA
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DATE: AT 1ASA! �ET APN 377-140-024
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1-800-227-2600 Essjy��
AT LEAST TWO DAYS ��, � S W S ENGINEERUNG INC.
No.59658
C>
BEFORE YOU DIG aA, 113
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UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA j !VT �� f 1;u �.5 dOQ'e6 P:Ail29bi+L
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MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL BASIS OF BEARING:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHWESTERLY LINE OF THE SHEET
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE SUBJECT PROPERTY BETWEEN FOUND MONUMENTS ALONG THE NORTHEASTERLY CITY OF LAKE ELSINORE
LAWS AND HAVE BEEN FOUND ACCEPTABLE SIDE OF THE LAKE ELSINORE OUTFLOW CHANNEL.THE BEARING BETWEEN THESE
TWO MONUMENTS IS TAKEN AS NORTH 45'59'19"WEST AND IS BASED ON A BPS
SURVEY POST PROCESSED IN TOPCON TOOLS 4.1.SOFTWARE.BEARINGS SHOWN '�
v, HEREON ARE GRID BEARINGS BASED ON CALIFORNIA ZONE VI.NAD 83,EPOCH PRECISE GRADING
W DATE 2005.89, BENCH
- _--
f BENCH MARK: tlLiiS
♦ t♦„ SCALE: RIVERSIDE COUNTY FLOOD CONTROL SM
Z9267; BRASS DISK IN TOP OF CURB AT
CITY ENGINEER 4, DA HAEL D. 5CHWEITZER, P.E. DATE SOUTHERLY END OF CURB ALONG - FILE No.
CITY OF LAKE ELSINORE RCE 59658 NORTHWESTERLY SIDE GF CENTRAL AVENUE PM 36551 — PASADENA
DATE: AT PASADENA STREET APN 377-140-024
ELEVATION,126.0'
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TII ITIFIN E ARE PROVIDED BY THE ALARM
1 { ,_. _ _ S-- CONTRACTOR ES E.V.M.W.D. CUSTOMER .
EX 54' 4.5`r -- - _ — S - _ MAINTAINED MALT IN
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_ CONSTRUCTION NOTES:
SEWER DATA TABLE -- —
i _ ^-- 4) 6" DDC WITH FOG PER DETAIL 8 THIS SHEET UNDERGROUND FIRE SERVICE STUB UP DETAIL
SYM ;LENGTH DELTA/,BERG DESCRIPTION
— 42 8" FIRE RISER TO BUILDING, SEE DETAIL —`--_-- - - --�--��---- -"
{' 1 ' 43834 ; N 43or`47"E 6 SDR-35 0 1% NOT TO SCALE
REON
2 + 900 -_N 48973_W 2 4"_SDR-35 0 2% 6E SEWER CONNECTION PER EVMWD STD. DWG.
,i DIAL TOLL FREE 3� .- 300 }- N 46973"W 1 4 SDR-35 02% S-12 AND S-13.
1" DOMESTIC WATER METER PER EVMWD PLANS
1--�QO-227®2600 :o I L .; �c _ _a �o CC] Eu�
''I: i,l• I.. �nH __ L� PUBLIC FIRE HYDRANT PER VMWD PLANS ` D Cy S W S ENGINEERING INC.
AT LEAST TWO DAYS SCALE N FEET ss BACK WATER VALVE PER EVMWD STD. DWG NOTE:
BEFORE YOU DIG GRAPHIC SCALE S-12 AND S-13 Na 5%58 '' A,'Ml r a IA (Oa le, i t' 01
SEE GRADING PLANS FOR
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STORM DRAIN DETAILS U} - p u as 0696 I' P 9>i 20P 1iI
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL BASIS OF BEARING:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHWESTERLY LINE OF THE SHEET
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE SUBJECT PROPERTY BETWEEN FOUND MONUMENTS ALONG THE NORTHEASTERLY CITY OF LAKE ELSINORE
LAWS AND HAVE BEEN FOUND ACCEPTABLE SIDE OF THE LAKE ELSINORE OUTFLOW CHANNEL THE BEARING BETWEEN THESE
TWO MONUMENTS IS TAKEN AS NORTH 45'59'19"WEST AND IS BASED ON A BPS UTILITY PLANS SURVEY POST PROCESSED IN TOPGON TOOLS 4.1.SOFTWARE.BEARINGS SHOWN
10
HER ARE GRID BEARINGS BASED ON CALIFORNIAZO MARK: NAD 83,EPOCH PRECISE GRADING OF SHEETS
p DATE 2005.69.
4 I f _ �" + I SCALE: RIVERS DE COUNTY FLOOD CONTROL BM PLANS 29267;BRASS DISK IN TOP OF CURB A7
CITY ENGINEER DAT :r EI- D. SCHWEITZER, P.E. DATE SOUTHERLY END OF CURB ALONG FILE Na.
CITY OF LAKE ELSIN E RCE 59658 DA NO
SIDE OF CENTRAL AVENUE PM 36551 — 3RD & PASADENA
TE: AT PASADENA STREET APN 377-140-024
ELEVATION:126&02'
EROSION CONTROL NOTES
EROSION CONTROL LEGEND
(D ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH
CITY OF LAKE ELSINORE ORDINANCE NOS, 529, 772, 1,237, @ EIMPS SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE —---------
1004, CONSTRUCTION SITE BEST MANAGEMENT PRACIICES AND/OR PREVENT THE ENTRAINMENT OF SOIL IN RUNOFF FROM PR FIBER ROLLS
(EIMPS), AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DISTURBED SOIL AREAS ON CONSTRUCTION SITES, ALL REMOVABLE PER DETAIL SE-5 THIS SHEET
DESIGN MANUAL. PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN
PLACE AT THE END OF EACH WORKING DAY WHEN THE FOUR (4) SILT FENCE
THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(40%) PER DETAIL SE-1 THIS SHEET
DISCHARGES BY SUBCONTRACTORS y CONSTRUCTION ENTRANCE
@ AFTER A RAINSTORM, ALL PROJECT GENERATED SILT AND DEBRIS PER DETAIL TC-1 / THIS SHEET
IN CASE OF EMERGENCY, CALL ROD OSHITA AT 3IG-939-7102. SHALL BE REMOVED FROM CHECK BERMS, ONSITE PUBLIC DRAINS
AND PIPES, DRAINS AND PIPES OF ADJACENT PROPERTIES AND
DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED NOTE.-
MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED SLOPE EIMPS DAMAGED DURING A RAINSTORM SHALL ALSO BE INSTALL FIBER ROLL MATERIAL DELIVERY STORAGE (WM1)
SWPPP DEVELOPER, CITY ENGINEER, OR IN AN EMERGENCY, BY IMMEDIATELY REPAIRED, FAILURE TO PROVIDE EFFECTIVE ALONG A LEVEL CONTOUR
THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. MAINTENANCE MAY RESULT IN PENALTIES.
AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO (9 DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS
PROHIBITED. SOLID WASTE MANAGEMENT(WM5)
ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR
CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED
TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS FIBER ROLLS
@ CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A
THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO
OF TEMPORARY AND PERMANENT SOIL STABILIZATION. PREVENT TRACK-OUT. ROUTINE STREET SWEEPING SHALL BE A HAZARDOUS WASTE MANAGEMENT(WM6)
PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS I I st I I I st
ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO OBSERVED. VACUUM SWEEPERS SHALL BE USED MEN STREET
AND/OR TEN(IO) FEET IN HEIGHT(TEMPORARY OR PERMANENT) SWEEPING BECOMES INEFFECTIVE.
SHALL BE STAB:L!Z-D IF THEY WILL NOT BE WORKED WITHIN 7 FM-1 CONCRETE WASTE MANAGEMENT(WM8)
DAYS. D'.IRINC THE STORM SEASON, ALL SLOPES SHALL BE 't
STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT. NPDES/STORM WATER NOTES
CONSTR1,)','_ii,1,,',, 'SITF-3 SHALL BE RE-VEGETATED AS EARLY AS TIC WASTE MANAGEMENT
FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7 DAYS OF SANITARY/SEP
COMPLETION. 1.The developerand his contractor are responsible forimplementation andmainteriance ofthe SWIPPP-approved, (Wmg)
pre-qualified BMPs from the California Storm water QualityAssociation(CASOA)handbooklwebsite for FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY construction to retain sediments from areas disturbed onsite to tire maximum extent practicable.The erosion
FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH control measures include those shown on this plan and applicable SWPPP as well as any addition erosion control INSTALL A FIBER ROLL NEAR NO TE: BMP DRAWING NUMBERS IN 0 REFER TO
THE CALIFORNIA STORMWATER QUALITY
SLOPE WHERE IT TRANSITIONS
0 WORKING DAY. measures(e.g.,hydroseeding,mulching ofstrawgravet-bagging.diversion ditches,retention basins,etc.)dictated INTO A STEEPER SLOPE ASSOCIATION'S BEST MANAGEMENT PRACTICES
THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS by field conditions to preventenaskin andliarthe introduction of dirt,mud or debris into existing public streets HANDROObL CONSTRUCTION,
PASTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS and/or onto adjacentproperties duringANTphase of construction operations.
INTO AREAS MERE WATER IS IMPOUNDED. Z Storm Water Pollution Prevention Plan(SMAPPIP)shall be kept on-site andirade available upon request ofa
representative of the Regional Water Quality Control Board(RWQCB)-Santa Ana Region andleir the City oftake TYPICAL FIBER ROLL INSTALLATION
DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS Elsinore.
APPROVED BY THE CITY ENGINEER. DROP INLET
3.Construction sites shall be maintained in such a condition that an anticipated storm does not carry wastes or MTH GRATE
PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN pollutants offthe site.Discharges ofmaterml other than storm water(non-storm water)are prohibited except as FIBER ROLL
THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. authort2ed by an individual NPDES permit under the statewide General Permit-Construction Activity. I SLOPE 8" MIN.
10 COMPACTED SOIL STACKED
DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE 4.Potential pollutants include but are notfirreed to:solid arfiqUid chemictispills;wastes from paints,stains, TO PREVENT PIPING GRAVEL BAGS
GRADED SITE SHALL BE DESIGNED FOR A TWENTYFI- VE (25) sealants,solvents,detergents,glues,lime,pesticides,herbicides,fertilizers,wood preservatives,and asbestos
TT YEAR, SIX (6) HOUR STORM INTENSITY. THEY MUST BE fibers,paint flakes orstacce flagnrents�.fuels,mis lubricants,and hydraulic,radiator or battery fluids,,concrete and X
<
related cuttirigor wring residues,floalable wastes;wastes from entflne/equillament steam cleaning or chemical DETAILED ON THE PLANS. DESIGN AND SPECIFIC RUNOFF TER ---.FILTERED
RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: WATER
degreasaing;wastes from street cleaning;and super-chlorinated potable water from line flushing and testing.During IM T7H'm T
A) DESILTING BASIN VOLUME BASED ON GRADIENT AND construction,disposal of'such materials should occur in a specified and controlled temporary area on-site physically
NATURE OF SOILS
separated frompotentiat storm waterranaaff,with ultimaile,disposal in accordance with local,state and federal
STACKED 2 HIGH
B) THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION requirements.OF ANY TEMPORARY SOIL --3/4- X 3/4-WOOD GRAVEL BAGS
S.Runcufffrom equipment and vehicle washingshalf be contained at construction site and must not be discharged to
STABILIZATION MEASURES. STAKESMAX. 4'
C) SIZE OF DESiLTING BASIN OUTLET PIPE AND OVERFLOW receiving waters or the local storm drain system. SPACING
D) DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH, SLOPE 6.Appropriate Mrs for construction-related materia(s,wastes,spills or residues shall be implemented to eliminate PBOEX
OF WALLS, PERCENT COMPACTION, ETC.
E) OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL or reduce transport from the site to streets,drainage facilities,or adjoinirg properties by wind or motif. PLAN
NOT EXCEED DOWNSTREAM LIMITATIONS, WITH THE Z Material storage andstreging areas shall be eliminated Fuel tank,portable toilets,liquids,gets and powders shall ENTRENCHMENT DETAIL
EXCEPTION OF OVERFLOW, WHICH IS TO BE DESIGNED TO have secondary containment and be sharedswayfrown all privatellaublic storm water conveyance systems,
PROVIDE CAPA�_;TY OF 1-5 TIMES THE MAXIMUM DESIGN sidewalks,rights-of-ways and flow-Tines. INLET GRAVEL BARRIER
FLOW.
F) NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND B.All portable mbeenshalf have plastic liners underneath with gravel bags places on the down-hillside of the liners FiBLR ROLL SE-5
AT CONVENIENT LOCATIONS TO FACILITATE RAPID to contain discharges.
N.T.S.
CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR 9.Controlled street washing will only be allomd prior to the application ofasphalt sea]coats and only when all
ANY DAMAGED EROSION CONTROL MEASURES MEN A 50%
CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD pertinent drainage inlets are protected
IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL 10.All construction contractors and subcontracharpersonnef are to be made aware afthe required BMPS andgood
OCEANIC AND ATMOSPHERIC AGENCY(NOAA). housekeeping measures for the project site ofanyassociatted construction staging areas.
11.Dischargingcotitaminatedgroundwaterproduced by dewateringlircuridwater that has infiltrated into the 1. SET POSTS AND EXCAVATE Z STAPLE w FILTER
A 6 INCH BY 6 INCH FABRIC TO THE FENCE.
construction site is prohibited.Discftqingtion-contaminatedgroundwater produced by denvatering activities may TRENCH UPSLOPE FROM AND
require a National Pollutant Discharge Elimination System(NPDES)permit from the Regional Water Quality control ALONG THE LINE OF POSTS
Board.
12.Storm waterrunaffshall not be directed over any-slopes without permanent down drains installed.Erosion and COARSE AGO �MAX.
AGGREGATE TRAVELED 2'MIN
sediment cantrols including maintenance are required an all exposed slopes until sufficient permanent landscaping CLASS WAY
3'MAX.
has been established.100%slope protection mustbe in place prior to the issuance of the final certificate of 50' 1
N4
occupancy.
13. Vegetation Tearing and brushing activities shall not be initiated during the wet season on anysile;which are not
adequately protected with desitting basins or other temporarydrainage,orcoritrialmeasures.
14.Stockpiles of soil shall be properly secured with BMPs to eliminate or reduce sediment transport from the site 6
to streets,drainage facilities or adjacent properties via runoff,vehicle tracking,or wind.Stockpiles inactivate for a PROFILE FILTER FABRIC
period ol'14 days or more shalt be covered;active stockpiles shall be covered prior to a forecasted rain a EXTEND THE FILTER FABRIC 4. BACKFILL AND COMPACT
15.Special attention shall be given to preparation and installation of the Ran EventAction Plan(REAP)as required EXISTING GROUND TRAVELED WAY INTO THE 6*x 6'TRENCH. 7HE EXCAVATED SOL
based on site Risk Level oras mandated by the Santa Am Regional Board NPDES Permit,General Permit- 50' MIN
Construction Activities.
I&At the and ofeach day ofoonstruction activity,all construction debris and waits materials shall be collected and
properly disposed ofin trash orrecydebm& 16, MIN FILTER FABRIC 17. This site has obtained a Nation Pollution Prevention Elimination System(NPDES)permit to regulate municipal and
industrial storm water discharges PLAN
NPDES WD(D If Date WDUD ISSUED., NOTE: CONSTRUCT SEDIMENT
18. The undersigned civil engineer,a qualified QSP and/or QSD will review placement oferosion controtand insure BARRIER AND CHANNELIZE RUNOFF
that workis in accordance with the approvedphins. TO SEDIMENT TRAPPING DEVICE
NOTE. THE SILT FENCE SHOULD BE SUPPORTED BY A WRE MESH IF THE FILTEP FABRIC
DOES NOT HAVE SUFFICIENT STRENGTH AND BURSTING STRENGTH CHARACTER157tCS
STABILIZED CONSTRUCTION ENTRANCE— TC-1 (AS RECOMMENDED BY THE FABRIC MANUFACTURER)
(Signature)(RCE Noil fEkial(Date)
I .
SILT FENCE SE-1
N.T.S.
DIAL TOLL FREE
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AT LEAST TWO DAYS SWS ENGINEERING, INC.
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UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA C 4I-24-140 P 4al.W-9451
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MARK REVISIONS APPIR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHWESTERLY LINE OF THE
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR-CITY AND STATE SUBJECT PROPERTY BETWEEN FOUND MONUMENTS ALONG THE NORTHEASTERLY CITY OF LAKE ELSINORE SHEET 7
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SURVEY POST PROCESSED IN TOPCON TOOLS 4.1.SOFTWARE.BEARINGS SHOWN EROSION CONTROL 10
HEREON ARE GRID BEARINGS BASED ON CALIFORNIAA FORNIA ZONE .NAD 83.EPOCH OF
DATE 20W69. BENCH MARK: PRECISE GRADING SHEETS
SCALE: RIVERSIDE COUNTY FLOW CONTROL SM 7,9207..BRASS DISK IN TOP OF CURB AT
CITY ENGINEER DATEG. DATE SOUTHERLY END OF CURB ALONG PLA NS FILE No.
CITY OF LAKE ELSIN9RE PM 36551 - 3RD & PASADENA
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MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL BASIS IS BEARING:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHWESTERLY LINE OF THE SHEET
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE SUBJECT PROPERTY BETWEEN FOUND MONUMENTS ALONG THE NORTHEASTERLY CITY OF LAKE ELSINORE
LAWS AND HAVE BEEN FOUND ACCEPTABLE SIDE OF THE LAKE ELSINORE OUTFLOW CHANNEL.THE BEARING BETWEEN THESE
TWO MONUMENTS IS TAKEN AS NORTH 45'59'19"WEST AND IS BASED ON A BPS EROSION CONTROL (�SURVEY POST PROCESSED IN TOPCON TOOLS 4.1.SOFTWARE.BEARINGS SHOWN
�+,... HEREON ARE GRID BEARINGS BASED ON CALIFORNIA ZONE VI,NAD 83,EPOCH PRECISE GRADING
DATE 2005.69. BENCH MARK: OF SHEETS
RIVERSIDE COUNTY FLOW CONTROL BM PLANS
SCALE: Z4267: BRASS DISK IN TOP OF CURB AT
CITY ENGINEER DATE AEL D. SCHWEHZER, RE, DATE SOUTHERLY ENQ OF CURB ALONG FILE N0.
CITY OF LAKE ELSINORE RCE 59658 NORINWESTERLY SIDE OF CENTRAL AVENUE PM 36551 — 3RD & PASADENA
DATE: A7 PASADENA STREET APN 377-140-024
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DIAL TOLL FREE
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THE BASIS OF BEARINGS FOR THIS SURVEY IS T14E SOUTHWESTERLY UNE OF THE SHEET
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE SUBJECT PROPERTY BETWEEN FOUND MONUMENTS ALONG THE NORTHEASTERLY CITY OF LAKE ELSINORE 9
LAWS AND HAVE BEEN FOUND ACCEPTABLE SIDE OF THE LAKE ELSINORE OUTFLOW CHANNEL.THE BEARING BETWEEN THESE
TWO MONUMENTS IS TAKEN AS NORTH 45*59'19*WEST AND IS BASED ON A BPS
SURVEY POST PROCESSED IN TOPCON 4.1,SOFTWARE.BEARINGS SHOWN HORIZONTAL CONTROL PLAN
HEREON ARE GRID BEARINGS BASED ONTOVALIFORNIA ZONE VL,HAD 83,EPOCH 10
--loss 0-80-/& DATE 2005.69. BENCH MARK: PRECISE GRADING OF SHEETS
SCALE: I I COUN FLOOD CONTROL BM
9267; BRASS DISK IN TOP OF CURB AT PLANS
CITY ENGINEER WE 49CHAEL D. SCHWEJT.7ER, P.E. DATE SOUTHERLY END OF CURB ALONG FILE No.
CITY OF LAKE ELSINORE NORTHWESTERLY SIDE OF CENTRAL A
AT PASADENA STREET APN 377-140-024
RCE 59658 VENUE PM 36551 — 3RD & PASADENA
s ELEVATION;1265.02'
CURB LINE DATA TABLE CURB LINE DATA TABLE CURB LINE DATA TABLE
SYM LENGTH BEARING DESCRIPTION SW LENGTH BEARING DESCRIPTION SYM!LENGTH,I BEARING DESCRIPTION CURB CURVE DATA TABLE
LI 27.71' S01'09'16'W TYPE A-6 PER DETAIL A SHEET 2 L52 88150'47'W TYPE A-6 PER DETAIL A SHEET 2 Ll 02 4.29' N88-,0'47'E TYPE A-6 PER DETAIL A SHEET 2 SYM LENGTH RADIUS DELTA DESCRIPTION
L2 13,00' N43'50'47"E TYPE A-6 PER DETAIL A SHEET 2 L53 29.93' S46'09'13"E TYPE A-6 PER DETAIL A SHEET 2 Ll 03 4.29' N01-09'13-W TYPE A-6 PER DETAIL A SHEET 2 Cl 12.39' 15.00 4718'29' TYPE A-6 PER DETAIL A SHEET 2
L3 32.96' S46'091 3E TYPE A-6 PER DETAIL A SHEET 2 L54 TYPE A PER DETAIL A SHEET 2 L1041 38.9S S4350`47-W TYPE A-6 PER DETAIL A SHEET 2 C2 4.71' 3.00 90100,00" TYPE A-6 PER DETAIL A SHEET 2
L4 4.29' S0I'09'1 3'E TYPE A-6 PER DETAIL A SHEET 2 L55 4.29' N8850'47-E TYPE A-6 PER DETAIL A SHEET 2 L105 1 4 29' N88*50'47*E TYPE A-6 PER DETAIL A SHEET 2 C4 3.73' 1.19 180-00'07- 6-TYPE-D CURB; STD UWG NO 204
L5 4.29' N88'50'47'E TYPE A-6 PER DETAIL A SHEET 2 L56 32.86' S46'09'1 3'E TYPE A-6 PER DETAIL A SHEET 2 LI 06 4.29 NOI'09'13*W TYPE A-6 PER DETAIL A SHEET 2 C5 3.73' 1.19 180'00`07" 6"TYPE-D CURB; STD DWG NO 204
L6 29.93' S46-09131 TYPE A-6 PER DETAIL A SHEET 2 L57 9.1 C S46-09*13"E TYPE A-6 PER DETAIL A SHEET 2 LI 07 34.96' S43*50'47*W TYPE A-6 PER DETAIL A SHEET 2 C7 4.71' 3.00 90*0000" 6"TYPE CURB; STD DWG NO 204
L7 4.29' N01*013'W TYPE A-6 PER DETAIL A SHEET 2 L58 9.1 W N46'09'1 3'W V CURB OPENING; DETAIL J SHT 2 LI 10 11.00' S43*50*47'W TYPE A-6 PER DETAIL A SHEET 2
CB 4.71' 3.00 90'00'00' 6' TYPE-D CURB; STD DWG NO 204
L8 4.29' S8850'47"W TYPE A-6 PER DETAIL A SHEET 2 L59 11.50' S43'50'47'W 2'CURB OPENING; DETAIL J SHT 2 Lill 1.5.00, S46'09'13"E TYPE A-6 PER DETAIL A SHEET 2 C9 4.71' 3.00 90'00'00" 6*TYPE-D CURB; STD DWG NO 204
L9 32,96' S46`09'13*E TYPE A-6 PER DETAIL A SHEET 2 L60 11,50' S4350*47'W 6"TYPE-D CURB; STD DING NO 204 L112 30 79' N43'50'47*E I TYPE A-6 PER DETAIL A SHEET 2
CIO 5.04' 3.46 83'28'2()' 6*TYPE-D CURB; STD DWG NO 204
L10 29.9S S46'09'13'E TYPE A-6 PER DETAIL A SHEET 2 L61 3.00' S46W'13"E 6'TYPE-D CURB-, SM DWG NO 204 LIQ 13,73' S0I-09'16"W TYPE A-6 PER DETAIL A SHEET 2
C11 4,71' 3.00 90W00" 6*TYPE-D CURB; STD DWG NO 204
S46003.E Ell 4.29' S01*09'1 3"E TYPE A6 PER DETAIL A SHEET 2 L62 41.96' S461)9'13"E 6"TYPE-D CURB; SID DWG NO 204 1_111 7.00 TYPE A-6 PER DETAIL A SHEET 2 C12 4.71' 3.00 9MI001 6'TYPE-D CURB; STDDWG NO 204
L12 4.29' •N88*50'47"E TYPE A-6 PER DETAIL A SHEET 2 L63 4.29' SO1V9'1YE TYPE A-6 PER DETAIL A SHEET 2 L!1 5 7,00' 1 S46'09'1 3'E 2'CURB OPENING; DETAIL J SHT 2 C14 4.71' 1 3.00 90-00'00- 6"TYPE-D CURB; STD CWG NO 204
4.29' S01*09'13"E TYPE A-6 PER DETAIL A SHEET 2 L64 4 2V N88W47-E TYPE A-6 PER DETAIL A SHEET 2 ILI 16 IT50' N43'50'47"E 2'CURB OPENING; DETAIL J SHT 2 C15 4.71* 1 1CO Iii-TYPE-D CURB; SID DING NO 204
-6 PER DETAIL A SHEET 2 S46'09'13*E -6 PER DETAIL A SHEET 2 Li 17 11.5d -D CURB; STD DWG NO 204 TYPE
.n 1
L11 N88*50'47"E TYPE A L651 29.� TYPE A 6"TYPE L14 N43'50'47'E C16 4.71' 100 90-00'00- 16 -D CURB; STD DWG NO 204
S46'09't3*E TYPE A-6 PER DETAIL A SHEET 2 L66 4.29' N01'09'lrW TYPE A-6 PER DETAIL A SHEET 2 I" 050 N46'D'13*w 6*TYPE-D 01!RB; STD DWG NO 204 C17 4.71' t 3.00 6" TYPE-D CURB; STD DWG NO 204
L16 32.96' S46'09'1 3'E TYPE A-6 PER DETAIL A SHEET 2 L67 4,29' S88`50'47-W TYPE A-6 PER DETAIL A SHEET 2 L) 2-P,8' N43-0'4 7"F 6' TYPE-D�'UIRB; STD DING NO 204 CIB 4.71' 3.00 90,00,00" 6" TYPE-D CURB; STD DWG NO 204
L17 9.73' N43*50'47"E TYPE A-6 PER DETAIL A SHEET 2 L68 1 41.96' S46-09'13'E TYPE A-6 PER DETAIL A SHEET 2 1_126 S6�'5()'48"W 6'1'rT`F-D CJR81 STD DWG NO 204 C19 4,71' 3.00 90100'00* 6"TYPE-D CURB; STD DING NO 204
L18 22.52' N58"41'33'E TYPE A-6 PER DETAIL A SHEET 2 L69 16.OD' j$43-50-47-W TYPE A-6 PER DETAIL A SHEET 2 L13',13'Co, s4„p"3'12 E 6"TYPE-D CURE; STD DWG NO 204 CZO 4.71' 3.00 90M0,00" 6"TYPE-D CURB; STD OWG NO 204
LI9 41.97' S43"50'47"W 0"CURB PER DETAIL L SHEET 2 L70 15.00' S46-09'13'E TYPE A-6 PER DETAIL A SHEET 2 L!31 N4V_1(,'48'E 6_'TYPE-0(,URB; STD DWG NO 204 C21 4,71' 100 go-Woo" 6*TYPE-D CURB: STD DWG NO 204
L20 4.29' SO1V9'13'E 6"TYPE-D CURB: STD DWG NO 204 L71 41.96' S4350'47"W TYPE A6 PER DETAIL A SHEET 2 L133 N43*50'47"E 6'TYPE-D CURB; STD DWG NO 204
C22 4.71' 3.00 90*00,00" TYPE A-6 PER DETAIL A SHEET 2
L21 4,29' SSB'W47"W 6'TYPE-D CURB: SID DWG NO 204 L72 4.29' NWW47"E TYPE A-6 PER DETAIL A SHEET 2 L135 JO 86' 1 S46'09'13'E 6'TYPE-D CURB; STD DING NO 204 C23 4.71' 3,00 90W'00" 6* TYPE-D CURB; STD DWO NO 204
6,1 ,, , 1
L22 68.96' S43W47"W 0*CURB PER DETAIL L SHEET 2 L73 4.29' N01*09'13*W TYPE A-6 PER DETAIL A SHEET 2 Ll'S jo 13"E 6'TYPE-D CURB; STD DING NO 204 C24 4.71' 3100 90*00,00` 6'TYPE-D CURB; STD DWG NO 204
L23 i 14.81' N46'09'12*W 6'TYPE-D CURB: STD DING NO 204 L74 32.96' S43W47W TYPE A-6 PER DETAIL A SHEET 2 LI 39 2.93' S88'5,)'47"W 6-TYPE-D CURB, STD DWG NO 204 C25 4.71' 3.00 90*00loo" 6*TYPE-D CURB; STD DWG NO 204
L24 14.81' N46VW12*W 6'TYPE-D CURB; STD DING NO 204 L75 9.00' S43'50'47"W TYPE A-6 PER DETAIL A SHEET 2 L142 285.00' S43-50-47-W 6-TYPE-[)CURB; STD DWG NO 204 CM 471' 3.00 90WOO" 6"TYPE-D CURB; STD DWG NO 204
L26 10&W N4350'46*E 6'TYPE-D CURB; STD DWG NO 204 L76 SLOW S43'50'47"W V CURB OPENING; DETAIL J SHT 2 Ll 43 56.90' N46'-j9'13'W 6-TYPE-D CURB; STE,DWG NO 204 C27 11,18' 15.00
42-41,31, 16"TYPE-D CURB; STE,DING NO 204
L27 14.81' N46'09'12'W 0"CURB PER DETAIL L SHEET 2 L77 3.00' DWG NO 204'"'1 N43*5047E 2 CURB OPENING; DETAIL J SHT 2 L144 174' S43-W37 TYPED CURB S: ID -riPE
: �WLI C28 2.4V 15.00 9.2,,,B- 6 1 -D CURB; STD DWG NO 204
L28 14.81' 1 N4WO912 W 6"TYPE-D CURB; STD DWG NO 204 L78 13.50' S46'09'13"E 6'TYPE-D CURB; STD DWG NO 204
C29 12.57' 8.00 9nO'OO' TYPE A-6 PER DETAIL A SHEET 2
-L29 41.96'tN 50'45"E CURB, SM DWG NO 204 L79 13.50' j S46W'13"E 6"TYPE-D CURB; STD DWG NO 204 C30 7.85' 5.00 90WOO' I TYPE A-6 PER DETAIL A SHEET 2
L30 4.29' N8850'47'E 0*CURB PER DETAIL L SHEET 2 LBO 28.96' S43'50'47*W 6*TYPE-D CURB; SM DWG NO 204 C31 2.79' 1.00 160*00'00" 1
I TYPE A-6 PER DETAIL A SHEET 2
L31 4.29' NOI*09'lYW 6'TYPE-D CURB; STD DWG NO 204- _1_81 4.2971_m_88-50'47"E TYPE A-6 PER DETAIL A SHEET 2 1
C32_ 3.14! 2,00 89-58'1()' �6"TYPE-D CURB; STD DWG NO 204
L32 32.96' N4350'47"E 6'TYPE-D CURB; STD DWG NO 204 L82 4.29' N01'09'13"W TYPE A-6 PER DETAIL A SHEET 2
C33 6.44' 10.00 36*52'12 16"TYPE-D CURB; STD DWG NO 204
L33 13.00' 1,146`09'1�n_�' +'__CURB PER DETAIL L SHEET 2 L83 40.96' S4350'47*W TYPE A-6 PER DETAIL A SHEET 2 C34 4.71' 3.00 90W00- 6'TYPE-D CURB; STD DWG NO 204
L34 13,00' N46-09'1 2-W 16'TYPE-D CURB; STD DWG NO 204 L84 41.96' S43'M47W TYPE A-6 PER DETAIL A SHEET 2 C35 7.85' 10.00 45*00'00" 6"TYPE-D CURB; SM DWG NO 204
L35 13.00' N46'()9'12'W 6*TYPE-D CURB; SM DING NO 204 L85 8.25' S4350'47*W TYPE A-6 PER DETAIL A SHEET 2 C36 9.27' 10.00 53-07,48" 6"TYPE-D CURB; SM DWG NO 204
L36 7.01' N43'50'48"E 6"TYPED CURB; STD DWG NO 204 L86 13.50' N46*09'13*W 2'CURB OPENING; DETAIL J SHT 2
C37 6.44' 10-00 3652'12" 6"TYPE-D CURB; STD DWG NO 204
L37 13.00' N46'09'12'W 6*TYPE-D CURB; STD DWG NO 204 L87 13.50' N46"'13'W 6"TYPE-D CURB; STD DWG NO 204 C38 15.71' 10.00 go-oo'oo" 6*TYPE-D CURB; STD DWG NO 204
L38 66.00' N43'50'44-E 6*TYPE-D CURB; STD DWG NO 204 N43'50'47"E 6"TYPE-D CURB; STD DWG NO 204 CU 7.85! ioDO 45W00- 416-TYPE-D CURB; STD DWG NO 204
L39 11'00' N46*09'92"W D'CURB PER DETAIL L SHEET 2 L89 8.25' S43'50'47-W 6'TYPE-D CURB; STD DWG NO 204
IL40 22.00" N43*W47E 6'TYPE-D CURB; STD DM NO 204 L90 4.29' N88*50'47*E 2'CURB OPENING; DETAIL J SHT 2
0 L L '0 2'CURB OPENING; DETAIL d SHT 2 -6 PER DETAIL A SHEET 2
411 7.00' N43'50'48"E L91 4.29' N01`09'13"W TYPE A
L42 J1. 11.00' i N46T8`43'W 2'CURB OPENING; DETAIL J SHT 2 L92 38.93' S43'50`47-W TYPE A-6 PER DETAIL A SHEET 2
L43 1.00' S43'50'48"'4 6*TYPE-D CURB; STD DWG NO 204 L93 4.29 N88*50'47"E TYPE A-6 PER DETAIL A SHEET 2
L44 23.97' N43'50'47"E 6"TYPE-D CURB; STD DWG N01110 DWG NO 204 L94 TYPE A-6 PER DETAIL A SHEET 2
L45 4.29' N88'50'47"E 0"CURB PER DETAIL L SHEET 2 L95 1.9W S43
."47.W TYPE A-6 PER DETAIL A SHEET 2
L46 4.29' NO709'1YW 6'TYPE-D CURB; STD DWG NO 204 L96 13.50' N46*09'13'W TYPE A-6 PER DETAIL A SHEET 2
L47 32.96' N431-50'47-E 6*TYPE-D CURB; S71)DWG NO 204 L97 14.00' S435O'47*W 6"TYPE-D CURE; STD DWG NO 204
L48 19,00' N46*09'13"W 0"CURB PER DETAIL L SHEET 2 L98 14.00' S4350'47"W f CURB OPENING: DETAIL J SHT 2
L49 13.00' 543*50`47*W 6"TYPE-D CURB: STD DWG NO 204 L99 13.50' S46*M'13*E 2'CURB OPENING; DETAIL J SHT 2
_L50 41.96' 346V9'13'E 6*TYPE-D CURB; STD DWG NO 204 L100 8.00' S4350'47"W 6"TYPE-D CURB; STD DWG NO 204
L51 4.29' I N0I-09'13'W TYPE A-6 PER DETAIL A SHEET 2 LI 01 41.96 S4350'47-W 6*TYPE-D CURB; STD DWG NO 204
DIAL TOLL FREE
1-800-227-2600 1
Sws ENGINFF.PUNG. INC.
AT LEAST TWO DAYS
BEFORE YOU DIG No.59658 12-31 •20 1), HIS �.T �'w
17
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I I EI.744-0046
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE FR BARED BY: SEAL BASIS OF BEARING:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHWESTERLY LINE OF THE
APPROPRIATE CONDITIONS OF DEVELOPMENT AN CITY AND STATE SUBJECT PROPERTY BETWEEN FOUND MONUMENTS ALONG THE NORTHEASTERLY CITY OF LAKE ELSINORE SHEET 10
LAWS AND HAVE BEEN FOUND ACCEPTABLE SIDE OF THE LAKE ELSINDRE OUTFLOW CHANNEL.THE BEARING BETWEEN THESE
TWO MONUMENTS IS TAKEN AS NORTH 45*509'WEST AND IS BASED ON A BPS
SURVEY POST PROCESSED IN TOPCON TOMS 4.1.SOFTWARE.BEARINGS SHOWN HORIZONTAL CONTROL PLAN 10
HEREON ARE GRID BEARINGS BASED ON CALIFORNIA ZONE M,NAD 83,EPOCH 0
Taw& DATE 200569. RITERNSSHE MARK:FLOOD CONTROL IBM PRECISE GRADING, IF SHEETS_
SCALE: Z9267; BRCAOSS"ITSK IN TOP OF CURB AT PLANS FILE No.
CITY ENGINEER 3ATE CHAEL D. SCHWEITZER, P.E. DATE SOUTHERLY END OF CURB ALONG
CITY OF LAKE ELSINORE RCE 59658 NORTHWESTERLY SIDE OF CENTRAL AVENUE PM 36551 - 3RD & PASADENA
DATE: AT PASADENA STREET APN 377-140-024
ELEVA7nON:1265.02'