HomeMy WebLinkAboutLakeshore Drive Parking Lot_compressed GENERAL N07ES CUT OR FILL IS GREATER THAN TEN FEET(10').DRAINAGE SWALES ,
C/7Y �� LAKE
f ENGINEER5 NOTICE
1. NOTE TO CONTRACTORS• THE Ea7STFNCE AND LOCATION OF ANY SHALL BE A MINIMUM OF D.5'DEEP AND CONSTRUCTED A MINIMUM LSINOREF. CLNIJNEERAC FOR AGREES THAT RE SHALL ASSUME SLIt AND CUMl'Lt Ft
PLANS RRIND UTILITY PIPES OR SEARCH
OF AV SHOWN EC RD& OF PROVIDE
F£FF(2')FROM THE RIP OF CUT OR Eli!510P£S RESPONSOLOTY FOR,IOW SITE CONDITIONS DURING THE COURSE OF
PLANS AL O OBTAINED BY A SFAACH IT AVAILABLE RECORDS. 13. PROVIDE 3'WIDE ES 1' R 5 BERM OR EQUIVALENT ALONG THE TOP CONSTRUCTION, INCLUDING SAFETY'OF ALL PERSONS AND PROPERTY.
APPROVAL TT 8H£NE PLANS 8Y 7H£AS CV'LAKE ACCURACY
GOES OF ALL FILL SLOPES OVER 5'NIOL THIS REQUIREMENT SMALL APPLY CONTNUDUSLY AND NOT BE
NOT CONSTITUTE A REPR£SENTATIQY AS TO THE ACGIIRACY OR I4. PROVIDE'A BROW DITCH,DESIANED TO HANDLE ONE HUNDRED(TOD) ----- -- LIMITED TO NORMAL WORKING HOURS THE CONTRACTOR SHALL
COMPLETENESS OF TN£I.00ATUV,NOR THE EXISTENCE OR YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. w_ DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGNEER HARLESS
NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE 15 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES III FROM ANY AND AL UA&Urr,,REAL OR ALLEGED,IN CONNECTION
WITHIN THE LIMITS OF THE PROTECT. THE CONTRACTOR IS REQUIRED SMALL BE PERMITTED, WITH INC PERFORMANCE OF WORK ON INS PRO.NECT EXCEPTING FOP
TO TAX£ALL DUE PRECAUTIONARY MEASURES FOR 7HE PROTECTION 19. A SOILS ENGINEER SHALL BE RETAINED BY THE DEMOPER, 10 LIABILITY ARISING FROV THE SOLE NEGLIGENCE OF DH£OIWJER OR
OF ALL UTIUTES PIPES OR SDR/CYURES, WHETHER SHOWN OM SUPERVISE GRADING AND PROKX A FINAL SOILS REPORT WHICH ' ENGINEER
THESE PLANS OR MOT.ANY UT7UTY(fES)DAMAGED DURING THE INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND 2- ALL UNDERGROUND UTILITIES W STRUCTURES.REPORTED OR FOUND
PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO VC'AN.VW CHARACTERISTICS OF THE SOIL. ) - LNAN7TEL?AIJF ON PU&JC RECORDS.ARE S INDICATED T R WINEA RiFJR APPROXIMATE
OR F
THE SA7TSFENSE. OF TER£GOVERNING AGENCY BY THE CONTRACTOR, 17. GRADING CERTIFICA TLW 8Y THE DEVELOPER'S CIVIL EN15NEfTR AND A I _TRH LOCATON AND EXTENT. THE OWNER, BY ACCEP77NG THESE PLANS OR
A7 HLS EXPENSE FINAL COMPACTION REPORT BY A SOILS ENONEM SHALL BE �,z ti +RiIXEEONG WITH TDlF IMPROVEML7NTS HEREON,AGREES 70 ASSUME '
?. ALL IACA SHALL CONFORM TO Orr CODES STANDARD SUBMITTED TO DIE BUILDING AND ENGLiNE£RING DEPARTMENTS PRIOR �.....- `n UA&LJTY AND HOLD THE ENOWEERE HARMLESS FOR ANY DAMAGES
5PELYrica TIAVs fT]1i Puauc WORKS(LATEST EDITION), AND TO ISSUANCE OF BUILDING PERMITS. PARK; C3 RESULTING FROM MF EXISTNNCE or UNDERGROUND U71L1riE5 OR
STANDARD DRAWING OF THE COUNTY OF RIVEPWW.IT IS THE 18. ME SOILS INnL TPA 710N STEADY DATED OCMMW 10, 2015 PREPARED 1 OT STRUCJURES NOT REPORTED OR wwcmED ON PUBLIC RECORDS OR
CONTRACTORS R£SPOxSI8I1 T7 TO BE FAMILIAR WITH THESE 8Y(INLAND ENGINEERING 7EbINOLOd£S INC.)DATED NOI£MA9ER 6. ,
THOSE CONSTRUCTED AT VARIANCE WIN REPORTED OR RECORD
STANDARDS AND CODES AT ALL TM£S 2415i SHALL 8E CONSIDERED PARE Of, THIS GRADING PLAN M!D �A'fN`�5 -�. ;w LOCA77ONS THE CONTRACTOR IS REQUIRED TO TARE"DUE
3 THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, SHALL BE IN COMPLIANCE. PRECAUTIONARY MEASURES TO PROTECT THE U77LITIES OR
FOR TY-£fGHT(48)HOURS PRIOR TO BEGINNING ANY MAN. CALL 10. A R£GS7FRED CIVIL FNGIlEER OR LICENSED LAND SURVEYOR SHALL FLIq �--`f STRUCTURES SHOWN AND ANY OTHER FOUND AT THE$RE. IT SHALL
FOR TNSPEC17ON AT(951)674-3I24, EXTENSION 247,BETME£N THE SUBMIT CERRi7CA7Y0N OF BUILDING PAD ELEVATION- WHERE SPECIFIC BE THE CONTRACTOR'S RESPOWSTBINTY TO NOTIFY THE OWNERS OF
I i ALL URUTAES OR STRUCTURES CONCERNED BEFORE STARTING WORK.
HOURSTR OF 9R S AM AND A00 1'A C CON THROUGH ACCORDANCE SEA LRCVS ARE L BEGIVE TINE AN ELEVA ON TFH RESPECT 70 MEAN 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
4, CONTRACTOR SNAIL.MAIFICMTANN TRAFFIC CONTROL IN LATALTI SEA LENT SHALL SURFACE E. S E IRED, HE WITHACT L DISTANCE
C FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF
WITH CAL TRANSONSTI TRAFFIC MANUAL AND WATCH MANUAL IN ALL TIMES ADJACENT ADJACENT
TGROUND
HALL BE THE ACTUAL OSTANC£ - fWM PLANS ALL CHANGES TO TH£-SE PLANS MUST BE IN WRIWa
HIS REPRESENTATIVE.
OO,ENTA IVE. IL APPROVED BY 7H£CITY E'N E IMMEEPEDIATE
OR ABOVE THE ADJACENT GROUND SMALL A GIY£M. � AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS
WO STOPPAGE.
FAILURE TO DO SO SHALL RFL7UIRF fiWMEDHA7E 20. ALL PROPERTY CORNERS SHALL BF CLEARLY DEUNEAIED IN THE �� � 4. QUAN'DRES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES
MgRK STOPPAGE, FIELD PRIOR TO COMlMENCEMENT OF ANY CONSTRUCTION/GRADING. ONLY. CONTRACTORS SNAIL 8£R£9°(kfSIBL£F(1R 4f1i1FYlNG ALL
5. IT SHALL BE 7N£CONTRACTORS RE5PON9BIUrY TO HAVF A 21. STABJUrY CALCULATIONS WYK A SAFETY FACT40R OF AT LEAST 1.5 ONLY C N PRIOR TO HALL B FOR CONSTRUCTION.
DEPENDABLE REPRESENTATIVE AT ME JOB SITE A ALL TIMES SHALL BE SUBMI77E BY A SOILS ENGINEER TO THE BUILDING AND INDEX MAP
DURING CONSTRUCTION. ENGINEERING DEPARTMENTS FOR CUT AND FELL SLOPES OVER THIRTY
6. fr SHALL BE THE RESPONSIBILITY OF THE COKIRACTDR TO ARRANGE FEET(M)IN VERTICAL HEJpir
FOR THE NECESSARY RELOCATION Or ANY UTIURES CONTRACTOR 22 A FINAL COUPACTJON REPORT WILL BE REQUIRED FAR ALL F11,LS PRIVA7E ENGINEER'S N077CE
SHALL NOTIFY ALL UP,LITY COMPANIES INVOLVED, A LEAST AREA TER TITAN ONE(1)FOOT INE EXISTENCE AND APPROXIMATE LOCA RON OF ANY
FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. INC 21 IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE UNDERGROUND UTLITIES OR STRUCTURES SHOWN ON THESE PUNS
�SG E DRIB/ PARKING LOT CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO ARM ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE
(U.S.A.)AT T-800422-4 133, AT LEAST FCRIY-EIGHT(48)HOURS NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR
PRIOR TO ACTOR SHALL
WORM. OF FILL M TBY EA SLOPES
SOILSEAA ENGINEER PRIOR E IRED TO
GRADING AND STORM DRAIN PLAN ASSUMES N EXCEPT AS SHORN10T DM ICI L PUNS. THE ENGINEER
7. Tiff CONTRACTOR SHALL BE RE',DPOM98!£FOR ?HE CLEARING OF OF Phi MATERIAL SLOPES GREATER THAN S:1 ARE REQUIRED 70 8E ASSUMES NO LIABILITY AS f0 THE EXACT LOCATION OF SAID LINES
NOR FOR UTIU77ES OR IRRIGATION LINES WHOSE LOCH17ONS ARE
THE PROPOSED WORK AREA AND RELOCATION IN AND COST OF ALL KEYED AND BENCHED. NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ELSINOC U7II77ES SUBDIVIDER MUST INFORM THE CITY OF G 24. THE SOILS FNAGET7R SHOULD INSPECT THE CLEARING AN IN Tiff NORFYRNG ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK
CONS7R£OF CONSTRUCTION Sd#'17LhF,PRIOR ro BEGINNING FOLLOWING STALE A.E UPON CKFIL Or OF CLEARING AND DURING ON EXCAVAI7ON TO DETERMINE EXACT LOCATION OF ALL LINES
pLL UNDERGROUND
EXCAVATIDIV AND BEFORE BApCRLL OF ACLU VIAL CCI,LUNAL AND
AFFECTING THIS WORK, WHETHER R THESE
NOT SHOWN HERON, AND FOR
B. ALL UNDERORWNU FAQUT7ES AND LATERALS INCLUDING BUT NOT TERRACED AREAS AND ANY SUBSJRUCTUR£S 8. DURING ALL ROUGH ANY DAMAGE OR PRO7ECTIGW OF THESE UNE3'.
LIMITED TO SEWER, WATER, TELEPHWff,ELECTRICITY, GAS AND GRADING ANO OPERATIONS INCLUDING PRE.-COMPACTION BENCHING
DRAINAGE FA OLI77M SHALL BE IN PLACE PRIOR RT PAVING THE AND FILLING OPERA TONS. C. DURING INSTALLA PDON OF BUTTRESS THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO
STREET SECTION. AND CANYON SUB-DRAINS AND ALTER MATERIAL. 0. WEN ANY UNDERGROUND SERVICE ALERT (U,SA,) PHONE 1-800-422-033
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITJONAL S&L TESTS WILL UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING W (2) WORKING DAYS PRIOR TO Oi=NC, NO CONSTRUCTION
BE TAKEN AFTER ROUGH GRADING, TO OEIMVIIE THE EXACT CONSTRUCTION. PERMIT ISSUED BY ENGINEERING DEPARTMENT SHALL BE VAUD
SECTION REQUIRED. SECTION THICKNESSES SHOWN ARE FOR BONDING 25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WI7H INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS
PURPOSES ONLY. ROSEA ICE PLANT ANOTHER APPROVED GROUND COVER, AT THULC AN INQUIRY 00MYJFICA77LN NUMBER ISSUED BY U.S.A.
10. ALL EXISTING UNDERGROUND UTIURES AND 57RVCTURES MUST BE INCHES(72)ON CENTER. SLOPE OVER FIFTEEN FEET(IS]IN
POTHOLED AND ELEVAPONS VERIFIED PRIOR TO CONSTRUCTION. THE VERTICAL HEIGHT, IN ADO(DON 7O GROUND COVER' SHALL BE
FNON£ER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF.
REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE IN SHRUBS SHALL BE PLANTED AT TEN FEET(}O)ON CFN7FA; TREES
INC FORM OF 'AS BUILT-PLANS SUBMITTED TO THE CITY ENGINEER SH TWENTY SH LL PL ON CEN7Ea,' COMBINATIONS CENTER,
FEET ABBREVIA77ONS USED
FOR APPROVAL PRIOR 70 THE FINAL ACCEPTANCE OF THE PROTECT AB AGGREGATE BASE
11. ALL EXISTING MONUMENTA710x DISTURBED OR DESTROYED DURING (13)ON CENTER. SLOPES OVER THREE FEET(3')RN VERTICAL AG ASPHALTIC CONCR£TF
CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS, AS HUGNT SHALL HAVE PERMANENT IRRIGATION SYSJEWS WITH BC BEGIN CLIRYE
APPROVED BY THE CITY ENGINEER.CENTERLINE TIES ARE TO BE BACKFLOW PREVENTION DEVICES PER U.B.C. BOY BEGIN CURB RETURN
FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAYAGE BF BOTTOM CF F0017NG ELEVATION
PRO.Ecr AND BEFORE ACCF,PTANCE IS GRANTED. PROVISIONS MUST BE USED TO PROTECT AD-OWING PROPERTIES 8M BFNQH MARK
1Z. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL DURING I HE GRADING PROJECT. BRG BEARING
CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE 27.APPROVED FRO"PREVENTIVE"CES SHALL BE PROVIDED AND C,4G CURD&GUTTER
ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST MAINTAINED DURING INE RAINY SEASON AND SHALL BE IN PLACE AT C&SW CURB&SIDEWALK
PROVIDE THE CITY ENGINEER MTN CURRRC'A rE OF INSURANCE AND THE END OF EACH DAYS WORK. CB CATCH BASIN
2& ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION Cr CURB FACE
REWIRED BANDING FOR PUBLIC IMP"SITE D RN£ENCROACH TIME
CL CENTERLINE
PERMIT MUST 8E PRESENT AT THE JOB SITE DURING NNE TOTAL TIME SAFETY ORDERS. CLR CLEAR
OF THE PROECT CONSTRUCTION AL040 Wl74 AN APPROVED SENT OF 29. THE LOCATION AND PROTECTION OF ALL UBUBES IS THE COLE CITY OF LAKE ELSINORE
IMPROVEMENT PLANS RESPONSNBIATY OF THE PERMITTEL
13. OF AN ENCROACHMENT PCRMlT IS REQUIRED 7HROLI H THE DISTRICT �- AN APPROVED SET OF ORAaNr,PLANS SMALL 8E ON THE JOB SITE 0S FINAL COVER OVER PIPE
AT ALL TIME. OS DETAIL EAM
N0. 8 OFFICE Or CAL TRANS,PLEASE MAKE!REFERENCE TO D45 L DTI. DETAIL
FACT IN THE 'LaENETru NOTES SECTION OF TFfF IMPROVEMENT 31, SANITARY FACILITIES SHALL BE MAINTAINED RA THE SITE FTR[Mf GRADING AND STORM DRAIN CONSTRUCTION NOTES & QUANTITIES DWI; DRAWING
PUNS BEGINNING TO COMPLETION OF GRADING OPERA TIAN. OWY DRIVEWAY
52, ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL """""""""""-"'""'"'""-"" EC END CURVE
GRADING NOTES BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE(3)FEET Q DESCRIPTION CITY _ EX EXISTING
VERTICAL HOGNT WIDRN NINETY(90)DAYS AFTER COMPLETION OF I REMOVE AC BERM ANDIOR PAVEMENT. 4.203 SF EG EXISTING GRADE ELEVATION
I. ALL WORK SMALL BE DOVE IN ACCORDANCE WTH THE CITY OF LAKE ROUGH GRADING AND SHALL BE IN ACCORDANCE MAN CITY Of LAKE EDP EDGE OF PAVEMENT
El-9MORE ML"CfPAI CODE,, CHAPTER 15.72 AND APPLICABLE ELSINORE GRAWMG ORDINANCE NO MZ PRIOR TO THE APPROVAL OF 2 CONSITRUCT/REPLACE AC PAVEMENT TO MATCH EXISTING STREET AC PAVEMENT SECTION IN KIND. hO30 SF FC FINISH GRADE ELEVATION
STANDARDS AND SPECIFICATIONS AND IMF LATEST M17ON OF THE FINAL INSPECRON. FL FLOWLINE ELEVATION
UNIFORM BUILDINC CODE(U.B.G), CHAPTER J3. J3,ANY CONTRACTOR PERFORMING WORK ON THIS PROECT SHALL 3 GRIND AND OVERLAY AND MATCH TO EXISTING SURFACE PER PLAN AND CORRESPONDING STREET SECTION DETAIL ON SHEET 2 J981 SF FS FINISHED SURFACE ELEVATION
2. A PERMIT SMALL BE OBTAINED FROM TINE ENGINEERING DEPARTMENT; FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE 4 CONSTRUCT J"AC OVER 5 AB PAVEMENT SECTION ATOP 72-INCHES SOS COMPACTED SUBQRAOE. 6.674 SF GRO GRIND & OVERLAY
CITY OF LAKE ELUNORE, PRIOR TO ANY OPERATIONS. FOR ANY DAMAGE TO EXISTING FACNITJES RESULTING DIRECTLY OR 06 GRADE BREAK
J. THE DEVELOPER AND/OR ME CONTRACTOR SMALL NOTIFY ALL INDURE=Y FROM HIS OPERATIONS, W ETHER OR NOT SUCH, 5 CONSTRUCT S"560-C-3250 PCC(CURED WITH IN NITE PIGMENTED CURING COMPOUND)PAVEMENT SECTION ATOP 12-INCHES 90x 4M SF GYP GUTTER
UTLfrY COMPANIES AND USA.ALERT(I•-800-422-41J3) FACUTIFS ARE SHOW ON THESE PLANS COMPACTED SU8C BADE. D N IGHHTDIAM O) RARITY WALL
FORTY-EIGHT(48)HOURS PRIOR TO GRADING 34 ME DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE 6 CONSTRUCT PCC/AC r4fOKENED PAVEMENT SECTION PER DETAIL SHEET 2. 85 SF INV TN'rERT
4. ME CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPAR7MENT TOP PER FINISHED PAD, PRIOR 10 ROUGH GRADE APPROVAL 7 CONSTRUCT TYPE 6 INTEGRAL CURB AND CUTTER PER CITY STD. NO. 20D. 327 LF LEGEND
NP IRON PIPE
AT GRADING7OTERAPONFOUR(24)HOURS AN ADVANCE OF BEGINNING 35. A��R DATE OF. BEGINNING CPERARLW: 8 CONSTRUCT TYPE 6A CURB PER CITY$TV. NO. 202, 541 LF NL EG ND LT LEFT LINEARLF FEET
S DUST SHALL BE CONTROLLED BY WATERING CPI OTHER MEDIODS J6. NO ROOK OR OTHER IRREDUCIBLE MATERIAL WIN A MAXIMUM MAX MA.I7MUM
APPROVED BY THE CITY ENGINEER. DIMENSON GREATER THAN THREE INCHES(3)WILL BE PLACED IN 9 CONSTRUCT CONTIGUOUS 5-FOOT WOE SIDEWALK PER CITY STD. NO. 2T0. 1967 SF ..._..._ .._ ........... STREET CENTER LINE MH MAINTENANCE HOLE
E CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I FILLS W71W ROA08ED AREAS OR THREE FEET(3)OF FINISH 10 CONSTRUCT PEDESTRIAN ACCESS RAMP PER CITY STD. NO. 214C, TYPE Ill. MODIFIED PER PLAN. 4 EA EXISTING RIGHT-OF-WAY N NORTH
VERTICAL, UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON GRADES UNLESS THE LOCATION,MATERIALS,AND DISPOSALOC ON CENTER
INE PLAN. METHODS ARE SPECIFICALLY APPROVED BY THE S01LS ENGINEER- 71 CONSTRUCT PEDESTRIAN ACCESS RAMP PER CITY STD. N0. 274A, TYPE`I, J EA EXISTING AG DIKE PCC PUND CEMENT CONCRETE
FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES 12 INSTALL 7RUNCATFO DOMES PER DETECTABLE WARNING DETAIL. SPPIINC STD_ PUN 111-5. 6 EA PIP PRROOTTECT 7N PLACE
NEW CURB PR PROPOSED
VERTICAL.UNLESS OMERMSE APPROVED SHALL BE SHOW ON AMC)OBTAIN INSPEC71ON BEFORE APPROVAL. 1.S INSTALL GRAVITY RETAINING WALL PER PLAN AND SECTION A-A, SHEET 7. 1 EA PT POINT
PLAN, AND SMALL NOT HAVE LESS THAN 90Z RLIATIVF OOMLPACTIOY 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS NEW QURB AND GUTTER R RADIUS
OUT TO THE FINISHED SURFACE. ARE APPROVED BY THE BUILDING DEPARTMENT. 14 INSTALL NDS DURA-SLOPE CLASS D'8'PCC ENCASEMENT(USING CUSS 580-8-J250 CONCRETE AND GRADE 40 14 REBAR) I EA RL RIDGE LINE
A. FILLS SHALL BE COMPACTED THROUGHOUT TO 9OX DENSITY AS 39. THIS 91E DOES NOT REQUIRE A NA TONAL POLU TION PREVENTION PAVEMENF SA WC'UJT LINE
TRENCH GRAIN PER PLAN WIDH DUCTL£IRON CLASS D'FRAME(PART DS-SOON)AND GRATE(PART DS-232)PER DETAILS ITT RIGHT
DETERMINED BY THE MODIFIED TWEE(3)LAYER A.S.T.M. 0-1557-70 ELIMINATION SYSTEM(MPDES)PERMIT TO REGULATE MUNICIPAL AND SHEET 2 AND MM REQUIREMENTS. GRIND AND OVERLAY SAWCUT LINE RAW RIGHT OF WAY
TEST METHOD. JNOUS?MAL STORM WATER D(SCHARCES SINCE I F IS LESS THAN I AC. 15 INSTALL 4-INCH PVC STORM DRAIN PIPE PER STORM DRAIN DETAIL SHEET 2. 3 LF S SW DM
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. EXISTING BIKE LANE SO STORM DRAIN
SCARIPED,AND INSPECTED BY THE GRADING INSPECTOR AND NO BUILiXNGS OR WALLS SHALL BE PLACED WITHIN EASEMENT L1M17S 16 INSTALL S-INCH PVC STORM DRAIN PIPE PER STORM DRAIN PROFILE SHEET 2 63 LF SPIT SHEET ?
APPROVED SOILS Tf'SVNG AGENCY PRIOR TO THE PLACING OF ALL. TEMPORARY AMPROVEMENtS ARE SUMECT TO REMOVAL AT OWNER'S ,., ... .,,,_..: NEW CONCRETE SIDEWALK SW SIDEWALK 1
f0. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE EXPENSE. 17 INSTALL BIOCLEAN KRAKEN KF-2.5 WATER QUALITY UNIT PER MFC REQUIREMENTS AND DETAIL ON SHEET 2. 1 EA 79C TOP BACK OF CURB ELEVATION
PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS 41. SrTE£ARTNWORK EXPORT EST.: GILL(or) aLL(CY) IS fNSTALL J&R CONCRETE PRODUCTS=212 12)(12'OPEN-BOTTOMED CATCH BASIN PER BUBBLER OUILET DETAIL SHEET 2. 1 EA NEW PAWAfENT TC TOP OF CURB ELEVATTOIY
ENGIN(ER, TOTAL 377 too E jj„E,r ----- NEW PAWMENT TO BF OVERLAIO TG TOP OF GRATE ELEVATION
ff. RMISM GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS !9 INSTALL J BI R CONCRETE PRODUCTS CB2424 24'X24.OPEN-80TTOIED CATCH BASIN PER STORM DRAIN DETAIL SHEET 2. I FA _____-____._.__: OVER EXISTING PAVEMENT TIP TOP OF PIPE ELEVATION
AT NOT LESS THAN 9'PER FOOT FOR A MINIMUM OF THREE(3) 20 CONTRACTOR SHALL FIELD VERIFY E70SIING SEWER LATERAL DEPTH AND CLEARANCE CONTRACTOR SHALL IMMEDIATELY NOTIFY 3 EA TW TOP OF WALL ELEVATION
FEET, THEN 1X(MIurMUM) TO FLOW LINE OF EARTH SWALF. CITY ENGINEER IN CASE OF CONFUCT. CONTRACTOR SHALL SE RESPONSIBLE FOR COORDINATION TMTH ENMWID FOR STORK EX SEW£.R EXISTING SIGN, SEE'ALSO SEPARATE LINO UNLESS NOTED OTHERWISE
?2 MINIMUM BUILDING PAD AND DRAINAGE STALE SLOPE SHALL BE IX RELATED TO THE SEWER LATERALS. CONTRACTOR IS ADVISED TO REVIEW THE POTHOLE REPORT DATED 6/28/17. LATERALS SIGNING AND STRIPING PLAN US UPSTREAM
JF CUT OR ALL SLOPE IS LESS THAN TEN FEET(YO'), AND 2X IF
f
MARK REVISIONS APPR. DATE APPROPRIAfTE CONDITIONS�DEVELOPMENTEWEDaAND/OR CITY Aµ0ESTAn PREPARED BY. AL LAKESHORE DRIVE PARKING LOT CITY OF LAKE ELSINORE SHEET
LAWS AND HAVE BEEN FOUND ACCEPTABLE ._..__.._,,,„,......._. .,.,,.,,,,_,.�.".,.�,........._.
_ �,Fp R�+Ly GRADING &STORM DRAIN PLAN 7
I N I , 2GN0.416"y . BENCH MARK: SHEF
9-;S-,7 r2r.i• *'r - - SCALE:
AS SHOWN ON PLANS ON CITY- PLANS BASED
CITY EE:Y FAGRELL CE No. 43920 DATE DONALD R. &Rn(VLS. RC'E DATE ,� c7vLti ON CITY-PROl4D£D 4Vee9 EAtapAM'LYAs Nam,sNWe Exa
FILE No.
CITY ENGINEER SURVEY NO BENCH MARK TanMc�Ma,ta W2599
.._.._ OTY OF LAKE ELSINGRE a c 6 DATE: 8/23/T017 WINNN) ( 957_em-em Fa
q PRKG LOT PN/T NOTE. SEE GRAVITY RETAINING WALL PER SAu DIEGO REGIONAL STANDARD £G y SHALLOW ENCASED IS'SEWER PER EVMM)
ii PER PLAMO DRAWING C-9 &C-70(TYPE 8) WITH 6"CURB EXTENSION SHOWN ABOVE. TG _�__ RECORD DWG 2078L SHOWN HERE W/30'ID STEEL
JA•R CONCRETE ENCASED PER CURRENT EVMWO STANDARDS
" 6'EXTENSION �+ DRIVE ORE 35'(VARIES) R/W PRODUCTS CV1212 J6,3'PUBLIC PARKING, PEDESTRIAN WAY&HIKE LANE 2J.I' TRAVELED WAY -5.Go' I�TS' 85.55
TIC _ I2-x12'CATCH BASIN -- _ ` - IWR
j nv I TYPE 6A I PER PROFILE q w EX VARIES 5.9X 7D 11.0% --- - •...
+ -- CURB PER �, 23.rt' TRAVELED War - ELEVA BONS HEREON ONCE 7 0! 9D ,..0
�� ��. , I CITY N0. 70' Gh0 WTH BOLTED DOWN �� 3.T EG OVER _ _ 1 .. - - - -- -• - ----.. ---. '----- . .':':�' C= .":_ •::'-'::_�
3a 73 24" I@202 - _ STEEL TRAFFIC GRAI£ 4-p' LS SD PIPE _`___. .•_- _-: _.:�--'-.. - i2" WA TER MAIN PER r I
a PAX v �J SOW AND WEN 80rTOAf YO -TURF F _ --= ---- R �I 0TY-PROVIDED PROXCT `F L4KES401W
.-.
w r2X 0.10' --• ALLOW INFiLTRAAOW OF' - - -•^~
4 EG 1 J•_ 4' _ r .... __F. .-. Q._-_.--::_=_'_:_.......... SURVEY SHOWN AT 4' I DRIVE CL ` I - 6p.7D
12+!y 2.Dfi M!N WATER INTO STONE I I CURRENT STANDARD 1.0'* CUR I.5 t CLR 6"INV IN
1x I - 1 J.0'SUMP , COVER PER EV11010J 3N1 ;
i EX AC + EX AC I EG FX CURB 6 � _ _
BF EX AB EX AB I -WRAP ALL STONE NTH 56.84 ..._ ._-.. - '- •-• ....__..._.- .-... .. -'------. '-. ..-.- ---_'-_- ..
V2r10' _ - -
_ SA WCU T ONE LAYER OF MIRAF7 SUMP _...... .._._ .......
CLEAN ANGULAR BUBBLER OUTLET
VARIES 6"MIN. NEW AC#a$ TO Ma TCit Elf PNUr SECTTCN A T 2X SCUP£ UNIFORMLY GRADED 140N NON-WOVEN PER DETAIL HEREON 53.18' I}.5't T,4't WCRO91100L AN KRAIER EN
XF
5'SW PER CITY N CED7EX7ILE OR EQUAL. -_ __ _ MICRON RR7ER XF-2 5
@STD. NO. 210 REMOVE EX AC@ J"STONE ADD SECOND LAYER ) 2 2 x PER DETAILS HEREON
I ATOP ALL STONE 2 NOTE: EVMWD PUBLIC 12" WATER MAIN AND AND ?Sr'ENCASED SEWER SHALL BE
SECTION A-A - LAKESHORE DRIVEBEFORE SETTING IETJ o'w e`w , �
4.6'(MIN,T ROTHBD7H _ OPEN-BOTTOMED n PROTEC DURING CONSTRUCTION OF 6"STORM DRAW E1MWU REQUIREMENTS.
NOT 177 SCALE � CIRECT+ONS.
PRECAST STRUCTURE. 46
UMrTED 00 NOT C!WPACT SUDCRADE 72.12'6"SCHO 80 PVC STORM DRAIN PIPE '
AY£N�'£ CL
REMOVE FX AC 1B.00' f12•-) {+� BUBBLER OUTLET- S-0-0050
PRKG LOT PVMT BIKE PATH@ - n -'- - ,-= 2' 6" SITE DISCHARGE STORM DRAIN PROFILE
PER PLAN @ 5' Y 5'SW TR y 3'4' I EX AC BERM „".•� i"+ 5'Haw2t VIAL AND vIFFNCAI
r _ _I _ _ 1 VARIES ION
CdcC TO 3-6% N s:rc s:+i!•;T:r(',nn£;• M.T pFRIf7RM14ANf'F JAfi1
EG - 1 7 2.OX MAX z z 64.97 TG CATCH BASIN '9 ..
EX Al -ca '4w JAR CONCRETE PRODUCTS C82424 24x24"CATCH BASIN 'yL'._....._;..,v.•::,--• •_•o
l 1 �•SW PER CITY `�..----1� Elf AS I OW� O� WITH BOLTED DOW STEEL MAMC GRATE AND OPEN +:.•. �+t .. •, .. .I ..._... .._.. .. «.. ..- .`
g STD. NO. 210 MA TCH£X SLOP& VARIESI S 0.T to 3.5X �ti� �w BOTTOM TO ALLOW INFIC TRA TIAN OF WATER INTO STONE. ,••:•. '.'r.::.t••:• _...i I.;. .
~. 16 TYPE 6 CA'G PER CITY SAWCUr I -'} , :. .. •',• ....__.._ ._i nrArr
I I F'C 1:i MAX 7o S7p NO. 200 NEW AC&AS TO MATCH ....°.° •,.'::" ...._ _.-.
R ti a 65.55 SOLID COVER N`•,-�� �•� .�.CFSTORAGiLAPAL'111tS.. � `TT` I••
{{
EMOV££X £X PVMT SECTION M _ ...... _ V:•srr•v:.I�:r.•e.:a:nha::r- 1' .:..�.:., _l,...f.
TYPE 6A CURB PER CITY sa-
$TD. NO. 202Q AC&BERM
y
SECTION 8-8 - LIMITED AVENUE Nt• �,,
NOT 7O SCALE 626E n a BIOGl'EAN KRAKEN r A• v •... ..-. I.
ti7j,
.. .. INV 4" MICRON FX 7ER KF'-2. ._.-.... .:'a.t' .. .: .s•:'.. .- I ±AN W.lh'
R/W KELLL?CGUs
� � PVC o 7o PER DE7AIL5 HEREON •:;-.:,:... , _-....._......_.. .. _ ,r..._, y..-
PRKG LOT PVMT wd 61.97 J7 ••.."':.::_ .. - ... .. ._.. •. - I'ri'EnziATMENT ......iwr.•
STREET CL y r y
PER PLAN@ c� k INV 6" --••-- .`.•.. .-. . . - .. •ram CHAfY'8£RSEC'h'JN � .
lO.OD' _ 2D-OD' I '4.5'-1 \ �,t�t�y PVC q 1 ___.__ ..... ._._.._. .v:
6.6k NH _
y 8.7 F y 5.00'F 2.q p' ~I- - z h 4 ry � - 60,70 INV I•r.:,V.
GTR W G&O ' n 4 &'PLC ,. ..v , ,
0.10' I VARIES 2X rn 3X • r i
CLEAN ANGULAR I
FG 4 9; 2.l1X oI MIN T1` UNIFORMLY GRADED
EX AC wlTAP ALL STONE NRTH- �STONE N
~ I EX A8 ONE LAYER OF MlRRFI
i
ENOW
04ON NON-WOVEN r 'A>'�11.1:::?N N:•IT:.. _ ' j i
C @TIC BERM MATCH FX Sl OPF. VARIES 2X TO 3X L:E0IFXTIf.E OR EQUAL. 8.5'(MIN)BOTH 585.pVC .• •t. N „vt.•.wt•x,•. )* _._.
t✓ SA WCU7 ADD SECOND LAYER - DIRECTIONS M'� ..:. .
PCC/AC THICKENED NEW,AC & A8 t0 MATCH J'FWT SECTION 2� ATQo ALL STONE - ..a••+:?•. y s
SECTION PER DR. { BFFORF SFTTINC "r^ .t !`�...•••,••..
HEREON@ OPEN-BOTTCME.D ...-.
PRECAST STRUCTURE- '
SECTION C-C - KELLOGG STREET T5 STORM DRAIN DETAIL
Nor TO 5J;'ALE NOT TO SCALE
( PCC AC THICKENED .. •.•.:,.-r•.;. i..a t ,.: a..n... ... _..-___....... ..
4 I I.N.I'V:F w .
I .ONT SEC 17ON . + �;•�.• „ Et:V•1 T.NCN v'it i"i
04
3"AC/5"AS' AC I 16'PCC(580-C- a o ... .. y
NEW PAVEMENT -,�„ PCC 3250)NEW PAVE- U W L AF2.-S•4
` SEC"ON ' I MENf SEC74ON OS �- - B CI Yktr7l is I A'n't v.,•:ral.t•:, :•.7,.:'>s:�
4 I h �rr` y U " �. B�O �� �fr'ii:fr ,,
o , t_\ M.ni `. 'u'�w`ir.:.'.a. :� _ AF--ibIf.Y _........... ••'ST-INt7.if:. d. ...
w
x 810CLFAN KRA_KEN KF-2.5 MICRON WATER _QU,4L1TY FILTRATION UNIT
12-COMPACTED(90X) t3 x q of 707
4" 12' 12' 6" SUBCRADE BELOW ALL #w
IMPROVEMENTS (TYP- UND) x °d
DS-20011 DURA-SLOPE FRAME z I '. m RA (MATE.
r ,- NEW_-_ PCC & AC SECTIONS AND PCCIAC THICKENED SECTION
NC.
`..J 2 '•
GRADING AND STORM DRAIN CONSTRUCTION NOTES `=' A
Q DESCRIPTION r.
�xc�'�._�r.=�r -`:t;•::.v�-�. •r.�.r err,: •:,.��.q..�,:.
I REMOVE AC BERM AND/OR PAVEMENT .= .Rl .{ _ t-t .'!;f 2[t•�per:lr?;�
2 CONSMOCT/REPLACE AC PAVEMENT TO MATCH EXISTING STREET AC PAVEMENT SECTION IN KWO. - .. ..
STDN£ ANDSCAPE
3 GRIND AND OVERLAY AND MATCH TO EXISTING SURFACE PER PLAN AND CORRESPONDING STREET SECTION DETAIL ON SHEET
AR A BEHIND C
2-
4 CONSTRUCT 3 AC OVER 5 A8 PAVEMENT SECTION ATOP 12-WOHE5 90X GOMPACTED SUBCRADE- CURB �. FULL.HEfCHT CURB
IN,IV CURB HEIGHT- � � ElEVA RON PER PLAN
5 CONSTRUCT 6 560-C-3250 PCC(CURED WITH WHITE PIGMENTED CURING COMPOUND)PAVEMENT SEC-RON ATOP f2-INCHES 90X 7RA,NSJTHONS PER - '
COMPACTED SUBGRADE. SEC77ON C-C ,' EL�Vit7�ON PER PLAN -
5 CONSTRUCT PCC/AC THICKENED PA vEMENT SECTION PER DETAIL. SHEET 2. ,..__,..`�.
7 CONSTRUCT TYPE 6 INTEGRAL CURB AND CUTTER PER CJTY STD. NO. 200. �'\ ;4 )�i TRENCH DRAIN '
E 8 CONSTRUCT TYPE$A CURB PER CITY STD. NO. 202 '~ ' ' /f I 6 r r ENCASEMENT PER
WITH 8"PCC
9 CONSTRUCT CONAGUOUS 5--FOOT WIDE SIDEWALK PER CITY STD. NO. 210- .._" - �_ MFC DETAILS
I �....._M1 - .. I "ERECT,I4
I 12 INSTALL TRUNCATED DOMES PER DETECTABLE WARNING DETAIL SPPWC STD, PLAN 171-5. TT'- ....'`FLi6�HEIGHT INSTALLATION 5UMMAR7:- USE 4'LONG DORA-SLOPE TRENCH DRAIN PRf-•SLOPED SEC77ONS(PRE-SLOPED ar D-?OY
73 INSTALL GRAVITY RETAINING WALL PER PLAN AND SECTION A-A, SHEET 2. CURB � '' RELATIVE TO LEVEL TOP). SITE LOCATION SLOPES AT 0.281, 50 TOTAL INVERT FLOW LINE SLOPE IS 0.9819 WEN BUILT
PER PLAN- USE DURA-SLOPE PRE-SLOPED TRENCH DRAIN SEC77ON MODEL DS-104 AT DOWNSTREAM END, REMOVE
14 INSTALL NOS DURA-SLOPE CLASS 'D'8'PCC ENCASEMENT(USING CLASS 560-8-3250 CONCRETE AND GRADE 40 E4 REBAR) JC ELE•VATM PET?PlA7T'� .. : ,
TRENCH DRAIN PER PLAN WIN DUCTILE IRON CLASS '0'FRAME(PART DS-200H)AND GRATE(PART DS-2S2)PER DETAILS j --._ B077OM1 KNOCK-OUT AND CONNECT 4'SCHO. 40 OR SDR-35 PVC OUTLET PIPE TO BOTTOM. USE OURM•SLOPE
SHEET Z AND MFG REQUIREMENTS. TRUNCATED ,!' _.0. CF PE7R PROPOSED AC PVM7- .,•ccs .,�TPtI PRE-SLOPED TRENCH DRAIN SECTION DS-091 AT UPSTREAM ENO AND CUT OFF UPSTREAM ONE.-HALF OF DS-090 AND
15 INSTALL 4-INCH PVC STORM DRAIN PIPE PER STORM DRAW DETAIL SHEET 2. 12 DOMES - DISCARD TO GET 64' TOTAL LENGTH. USE OURA-SLOPE TRENCH DRAIN PRE-SLOPED SECTIONS MODELS CIS-103 THROUGH
DS-092 BETWEEN THE DOWNSTREAM AND UPS7RE4M END SECTIONS(1Jj 70TAL SECTIONS TO GET 541 DO NOT USE
76 INSTALL 6-INCH PVT:STORM DRAIN PIPE PER STORM DRAIN PROFILE SHEET 2_ PLA NEUTRAL (NON-PRE-SLOPED)SECTION MODELS. SEE ALSO MFG INSTALLATION MANUAL HERE:
17 INSTALL BIOCLEAN KRAKEN KF-25 WATER OUALITY UNIT PER MFG REQUIREMENTS AND DETAIL ON SHEET 2. h7IPr,//rww_ndlspro.cvm/PDl'8/Tedr-Spit-Guldas/buro-SYepo--]"ienm--Groin-El-Aadr.pd/
IS INSTALL J&R CONCRETE PRODUCTS C81212 12'Xf2'OPEN-BOTTOMED CATCH BASIN PER BUBBLER OUTLET DETAIL SHEET 2. DETAIL '17' ; r¢ ND5 TRENCH ORA1N DETAiLs A,�J'L' revs;��LLfi TION tNSTRUCTIONs
)9 INSTALL. J&R CONCRETE PRODUCTS C62424 24'X24 OPEN-8011OMED CATCH BASIN PER STORM DRAIN DETAIL SHEET 2.
MARK REVISIONS APPR, DATE TNFSE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W71Ti THE PREPARED BY' SEAL LAKESHORE DRIVE PARKING, LOT C_.ITY of LAKE ELSIPdoR£ SHEET
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE
'-- uws AND HAVE BEEN FOUND ACCEPTABLE R OR,IDING & STORM DH41N D TL.S 2 7
'T r• r 4td20 C A L E: BENCHMARK: OF SHEETS C-- 2
:ter: _e_� _ _ J AS SifO1NJ ON PLANS UNKNOWN; PLANS BASED FILE Nv-
BRADLEY FACREL RCE No. 43920 DATE DONALD R. BROOKS, RCF CAT£ ",, civil ON CITY-PROVIDED 416mN Fnwpr4.ad,*M.wit.126
CITY ENGINF,ER c DATE: 8/23 2017 SURVEY(NO BENCH MARK "5-am ei0
CITY OF I.AKF, ELSINORE / WITNIN) 951-1105--99m r@
f,•� EX AC
�1 BERM
••FD I'LP.
P1P EX SEWER Ex;MEET
PER ITS 12148 1
LATERAL 20 _ STREET .. PIP EX SEWER F EX MH
20 LATERAL UII/TEQ AVENUE
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T f r. ` 110 89.48 FS
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�h y .'�' - T -. EX 4'SEWER LATERALS I -_ I j i y . . ;O j 67.8i FS 1 y 9' 1! 90 FS '� F1'+, FROM 0" TO 6"CF - BER�1ly C
I ... PER POTHOLE REPORT 70.54 TC
7o,04 Fs
`: �.^ f,0' `� 1 I I r �� $ TO+92.37 FCR 20.00'LT
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...
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s 68 37 F5_Gg
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65.90;TC r G - 68.23 TG 67.73 F5 BERM
d l ' 67 71 TC TyP '` I I I- j-.:_- 1 +
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LANDSCAPING N4TE b � �° o - o z�as Fs-TW:
' I 69.05 TC' I' 2MOW
t1k, b +. ryx g' , 4 68,55 FS' �1
PER CITY, FINAL STABILIZATION REQUIREMENTS SMALL INCLUDE INSTALLATION A w b h b h b w► yc O r ry'r i,0' - 4:T II 9
OF PERMANENT PERMEABLE LANDSCAPfNGIWEED GROWTH PREVENTION BARRIER 9RAFfN !h p� b• b ,�+' b'` �r "`h a ! - i £X fOP 411 O, I TO+3243?5.00'LT
C R is 1' �+ar •r'- T 1
AND GRAVEL ON ALL EXPOSED EARTH AREAS(.3,535 Sr). GRAVEL SHALL BE w y h 4 i h -yam-, -,O•. �._ 66.34 FS
'V4 CLEAN CRUSHED ANGULAR STONE MINIMUM 2'COVER AND WEED BARRIER �O -' f lb b x h '� 6 3J Ir I 1 --•10+27.8 T2.8'L r
SHALL BE MlRAn I40N FILTER FABRIC OR APPROVED EQUAL to -
�-� ^nymh. `4 a NET , O T ff• L PT C80 SA*CUT
GRADING AND STORM DRAIN CONSTRUCTION NOTES b h$ `�'ey.' i o }1 10+v.eo ecw Zaoo L T�
0'^'•>: �1 y 'I.� tir 66.25 TC, 65.75 FL END TR fIkNNAGE
p DESCRIPTION � 4o hb °� .ry`K �' d b y°°. - : rz f0+26.45 26.66'LF r rNLET
T REMOVE AC BERM AND/OR PAVEMENT. n b wmP w7x� ti�ol `Q` w� ,1 ro
66.26 FS T
4rli - U r 10+28.84 22.82'L.
2 CONSTRUCrf14EPLACE AC PAVEMENT TO MATCH EXISTING STREET AC PAVEMENT SECTION IN KIND. ^^V• 0^ hV bb.i; , J1 65.89 TC-O'CF
3 GR1ND AND OVERLAY AND MATCH TO EXISTING SURFACE PER PLAN AND CORRESPONDINC STRFFr •.h 4 6' w ry' LJ T1ti6.0 r9,9'LT S,
h b �° 4 PT. G&O SAWCUr
SECTION DETAIL ON SNE£f 2. _ 41 dy °i k ��+ ,� f0+18,58 26.12'LF '4'
4 CONSTRUCT 3+AC OVER 5 AB PAVEMENT SEC17ON ATOP 12-INCRES FOX COmPACTED
SECJTCN ATOP T2�9VCHE5 907E COMPACTED SUBCRAOE Si/BGRENT 6 STORM O DRAIN Tp ^ h ~' 65.ea TC jai
5 SEE Sf7E DISCHARGE A �x�q ..
• �. h a
13+96,13 CL LAKE'SFfORE=
CONSTRUCT a'S60-G3250 PCC(CURED W1TH NHIFE PIGMENIE'D CURING COraPOLrND,1 PAVEMENT ....... �� STORM DR IN PROFILE,
b C+ = 1 A v 1 I.... ~ ?7 10+00.00 CL KELL.000
sH£Er re
UN£/CURVE DATi� �i ,,v •� $_� k ti °�
8 CONSTRUCT ACC/AC INICKFNED PAVEMENT SECTION PER DETAIL 9M£ET 2. ...............----- ------- b A
7 CONSTRUCT TYPE 6 INTEGRAL CURB AND GUTTER PER C1TY STD. NO. 200. Q.DEL TA�BRG4 RADIUS (LF) LENGTH (LF) , o 'y �$�_ �.•��- ,� •�>�ya
:'1
EX CURB EX BIKE 8 CONSTRUCT TYPE 6A CURR PER CITY STD. NO. 202. 1 N71 J030hY 3p,45 /•' LANE STRIPE yx o p p ,hv
..... __. ..._....._. ft
2 ' N1879'30'£ 1 - 15.50 EX LANDSCAPE CURB 'y �o^' M �4 3t �v
9 CONSTRUCT CONTIGUOUS 5-FOOT WIDE SIDEWALK PER CITY STD. NO. 210. -.. ...+_..------ ------...... x
�x •e
3 ' N71:30:30_w - 45.00 v
10 CONSTRUCT PEDESTRIAN ACCESS RAMP PER CITY STD, NO. 214C, TYPE Ilf, MODIFIED PER PLAN. fe 12*58-6 62.1'Rr CL
4 NI8... - 15.50 6'SJORM DRAIN 12"x12' �w• V ,
11 CONSTRUCT PEDESTRIAN ACCESS RAMP PER CITY STD. N0. 274A, TYPE I. 5 A90110'00" Z50 _ 3.9J A
GRATEY7 BUBBLER aDTL£r � w
12 INSTALL TRUNCATED DOMES PER DETECTABLE WARNING DETAIL SPPWC SRf_ PLAN 111-5. s avauvloD' 1 2.50 S93 IN MAINTAINED TURF(SEE EX WROUGHT V I�
T3 INSTALL GRAVTTY RETAINING WALL PER PLAN AND SECJON A-A, SHEET 2 7 his29'30'W _ - T5,50
----- DT1._ -SHEET 2) IRON FENCE v(
14 INSTALL NOS OURA-SLOPE CLASS O'8'PCC ENCASEMENT(USING CLASS 560-B-3250 CONCRETE AND : 8 ' 1471 J0'30•W
GRADE 40/4 RESAR) TRENCH DRAIN PER PLAN WrTH DUCTILE IRON CLASS 'D'FRAME(PART OS-200W) ----_
AND GRATE(PART 05-232)PER DETAILS SHEET 2 AND MFC REOUIRFME'NTS ------- ------- '
15 INSTALL 4-INCH PVC STORM DRAIN PfPE PER STORM DRAIN DETAIL SHEET 2. LINEICURVE DA I A UNEICURVE DATA
.... ..... . ..
16 INSTALL 6-INCH PVC STORM DRAIN PIPE PER STORM DRAIN PROFILE SHEET z (D DELTA/8RG RADIUS.(LF) :LENGTH (LF), IQ DEL TA/8RG RADIUS (LF) LENGTH (LF)
'W 9 m8Z9'JO'E :i7 'JO
17 INSTALL BlOCLEAN KRAKEN XF-2.5 WATER QUALITY UNIT PER MFG REQUIREMENTS AND DETAIL ON I"a N71'Jp
SHEET 21 •TO gf37
73'41' 2.50 11.0D :18. AT57'I6'T4' SOD &24
18 INSTALL J&R CONCRETE PRODUCTS C81212 12 X12 OPEN
-80770Mf0 CATCH BASH PER BUBBLE-R - - - - - _ "
OUTLET DETAIL SHEET Z. TT NSOi2'TD'W i 10522 i 19 u48Y8'44'W i 823J
I
....._....-- --.._.._... ._ . ...........�
19 INSTALL J h R CONCRETE PRODUCTS CB2424 24 X24'OP£N-BOTTOMED CATCH BASIN PER STORM DRAIN ;12 41111020' 10L00 .... 19.43 20- Aff211'34' _ ....-mov ... 1-
DETAX SHEET 2. 13 N1829'JD'E - 28-M '21 N49'h73"W 54
20 CONTRACTOR SHALL FJEfD YE7PIFY EXISTING SEWER LATERAL DEPTH AND CLEARANCE CONTRACTOR T4_ AQO W 5.00 T.85 22; o®om'00" ISO 393 GRAPHIC SCALE
SHALL IMMEDIATELY NOTIFY CITY ENGINEER IN CASE OF CONFLICT, CONTRACTOR SHALL BE RESPONSIBLE :1S 09Ot70'rh7' - 5.00 7,85 23 N71130'301ri
FOR COOMMA170M WITH£NNWD FOR WORK RELATED TO THE SEWER LATERALS. CONTRACTOR IS
ADMSED TO REVIEW THE POTHOLE REPORF DATED 6/28A7, 16 Lc70' ,x* 25.00 59.27 241 N7130301Y - I ........6_27......_; III' O 10' TD' 3G'
MARK REVISIONS y APPR. DATE THESE PUNS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE PREPARED BY: SEA` -LAKESNORE DRIVE PARKING LOT SHEET
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE I: CITY OF LAKE ELSINORE
LAWS AND HAVE BEEN FOUND ACCEPTABLE
it GRADING ,,, STORM DRAIN PLAN
N°'•1�" BENCH MARK; BB&OZ. OF SHEET5
SCALE: UNIfNOWN; PLANS BASED
BRADLEY FAGRELL, No. 43920 DATE PONALD R. BROOKS RCE DATE VIV J AS SHOWN LW PLANS ON Orl-PROHDEO sipy9 DOP.W,or."Nat,&k.IN =N.
CITY ENGINEER ''t' - 6 SURVEY(NO BENCH MARK TanMC1a.Q.22SH
....._._. _ __.._.•........�-�_•..____....._,__ ql'Y OF LAKE ELSINORE L DATE: 812312017 N17T9N) 9�Si tq-f1lOi F.
EROSION CONTROL NOTES CITY OF LAKE ELSINORE
1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE Wm
CITY of LAKE ELSINORE ORDINANCE Nos sz9. 772 I237, 1004,
CONSTRUCTON SITE BEST MANAGEMENT PRACP=(AMP'S), AND
STANDARDS OUTLINED W714N THE LAKE ELSINORE DESIGN MANUAL
2 THE DEVELOPUERICONTRACTOR IS RESPONSIBLE FOR ANY —
DISCHARGES Or SUBCONTRACTORS
3. IN CASE OF EMERGENCY. CALL
(SITE SUPERINTENDENT)AT I
-(24-HOUR PHONE NUMBER).
4. OEYI.FS TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED
MOVED OR MOOFO£D WNOUT THE APPROVAL. OF THE QUALIFIED LAWMAYE
SNPPP DEVELOPER, G77Y ENGINEER, CR IN AN EMERGENCY,BY THE
PERSON RESPONSIBLE FOR GRADING OPERA BONS
S AREAS THAT ARE CLEARED AND GRADED SHALL Be LIMITED M !-
ONLY THE PORTION OF THE SITE THAT IS NECESSARY FUR .• Di
CONSTRUCTION. THE CONSTRUCTION STE SHALL BE MANAGED TO — PAIA7LPT
MINIMIZE THE EXPOSURE 7TME OF DISTURBED SOIL AREAS THROUGH -
PHASING AND SCHEDULING OF GRADING AND ONE USE OF
TEMPORARY AND PERMANENT SOIL STABILIZATION.
B. ONCE DIS TURBF.O, GRADED SLOPES EXCEEDNNG A 3:T RAW v
AND/OR TEN(10)FEET IN HDC HT(TEMPCRARY OR PERMANENT)
SHALL BE STADIUZLD IF THEY W U NOT BE WORKED W THIN 7 I
DAYS. DURING THE STORM SEASON, ALL SLOPES SHALL BE
STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT.
CONSTRUCTION SITES SHALL BE RE'VEGF.TATEO AS EARLY AS �rl�
FEASIBLE AFTER SOIL 01STLURRANC£AND W77-ON 7-DAYS OF
COMPL.E770N.
7. FILLSLOPES ONE TRACT PERIMETER MUST DRAIN AWAY FROM THE TH
THE TOP OF 7H£SLOPE AT THE CONCLUSION OF EACH WORKING
DAY. INDEX MAP
a THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS .._._
POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO
AREAS WHERE WATER IS IMPOUNDED.
9. DUST SHALL B£ f CITY ENGINEER
BY WATERING OTHER METHODS LAKESf-�DRE DRIVE PARKING LOT
APPROVED BY THE CITY ENGINEER.
10. PLACEMENT OF DEVICES 7O R£DUC££lROAAV DAMAGE WITHIN T7HE
DEVELOPMENT SHALL BE SHOWN GH THE APPROVED PLAN.
TH. DESILTINC FACLITJfS AT ALL DRAINAGE INLETS(FOR2s THE GRADED E14pS1C�l11 CONTROL PLAN
SrE SHALL BE DESIGNED FOR A nTENrr-ATV£(2s) YEAR,SLx(s) A VIATIONSUSED
HOUR 57ORM INTENSITY. 7NEY MUST BE DETALM ON THE PLANS AC ASPHALT'CONCRETE
DESIGN AND SPECNAC R£COWMFNDARONS 94AIL BE SUMTTED FOR BACK Or•S/W A BM BENCH MARK
THE FOLLOMTNQ DESIL TING BASIN VOLUME BASED ON GRADIENT ORO BEARING
AND NATURE OF SOLS. B) THE EXTENT OF ALL GRADED AREAS 6'HIGH IN CB CATCH HAWN
AND IDENTIFICATION OF ANY TEMPORARY SDI. STAMLIZA7IUN PARKWAY 100•MAX GRAVEL
L CATCH BASIN CL CENTERLINE
MEASURES C)SIZE OF DESILRNG BA51'N OUTLET PIPE AND .. TYR - TIGHTLY BACK OF CURD DWY DRIVEWAY
OVERFLOWW,D)OK£REOUIREMENTS. SHOW MINIMUM WALL WIDTH, R/W - - - _ - 'I EX EXISTING
SLOPE OF WALLS PERCENT COMPACITOH Etc. E)OUTLET S PLACE
D PCHnY FT•AT PLACED - GdrO GRIND dC OVERLAY
I COA07AM FROWN THE OESILRNG BASIN SHALL NOT EXCEED H ,'�'- 1 TOGE TFIER ���i.j Y.i� I -.•._._ r:•-• Lp IRON BREAK
I DOWNSTREAM L.VTA BONS• NTH THE EXCEPTION OF OVERFLOW, PE
k
WNCH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE �p ..F`Y +T� I, LF LINEAR FEET l
MAXBHUM DESIGN FLOW. e. SINGLE ROW OF LT LEFT
{, 12. NECESSARY MA TERIALS SHALL BE AVAILABLE ON-SITE AND AT ..i.. .. I GRAVEL BAGS, z N NORTH €
e + BAGS HIGH(L3-MIN :y—' .:. - - PIP PROTECT IN PLACE
TEMPORARY
RY LOCATIONS TO FACILITATE R RAPID GEDfRUCTON OF 'O I r"c'• .. PR PROPOSED
k: gip, i H£IGH7 STAGGER _
TEMPORARY DEVICES Q4 T17 REPAIR ANY DAMAGED EROSION w a '�'+ L pVERFZOW''�•• !,
c,: I JOINTS AS SHOW. 1 �.. \ : PT POINT
CONTROL MEASURES WHEN A SON CHANCE OR GREATER OF RAIN ALOW :T.rO - ' R RADIUS
W TFNN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE 8Y i ----- + �� ''•� RT RIGHT 1
525r 6— :- .. . .. r�. RL RIDGE LINE !
THE NARONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). •. BACK OF CURB(TIP,} - ._yl ;-•I�:...::'-'�'` ---- ` R/W RIGHT OF WAY
1.L BMPS SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE R/1Y - - - - ti..
SOUTH
AND/OR PREVENT THE EN7RAINMENT OF SOIL IN RUNOFF FROM PI AN VAT N — SD STORM DRAIN
DISTURBED SOIL AREAS ON CONSMUC17ON SITES ALL REMOVABLE N SHr SHEET
PROTECTIVE EROSION CONTROL DEVFCES SHOWN SHALL BE W
PEACE AT THE END OF EACH WORKING DAY WHEN ONE FOUR(4) GRA VEIL BA G CHECK DA M SE-4, "SE—6
f4. AAF/ER ANRAINSTORM,ULLLL PRO.ECT GETY FORECAST NERATED SILT AND DEBRIS)S FORTY PERCENT(40X- NOTTC SCA:£ PONDING OVERFLOW SURFACE LEGEND
SHALL BE REMOVED FROM CHECK BERMS ONSITE PUBLIC ORAfNS HEIGHT A TOP OF CURBSTREET CENTER LINE
S/w AND PIPES DRAINS AND PIPES OF ADJACENT PROPERTIES AND 4'�> + �r.
DESIr7TNG BASINS AND 7HE BASINS PUMPED DRY.ANY GRADED :r�. f-'.:� .sue, ' -----__-SLOPE BMP'S DAMAGED DURING A RAINSTORM SHALL ALSO BE RIGHT-OF-WAY
'•� �_�✓ p~'+5 L - -
IMMEDIATELY NTEPAfREp-FAILURE TO PROVIDE EFfECAVE NOTE.- EXISTING AC DIKE
MAINTENANCE MAY RESULT IN PENALTIES /•%'•" °� ,''"'•• r'''` NVSTALL FAER ROLL CATCH
15. DISCHARGING OF CONTAMINATED SOKS NA SURFACE EROSION IS 4, 9A' "',:�'• '.ALONG LEVEE CONA"S 'SOPS �•• FTBERNROLL BA91Y NEW CURB
PROHIBITED. ?' •� • •? - k " �• .. ... NEW CURB AND GUTTER
16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A ;.•. 1 -
GOM&NA 7LOM OF ROCK AND SHAKER PLATES YEAR-ROUND Tn s:.'..•.:.:si :.• _. IA::I.' ._ _. .
g,� PAVEMENT SA WCU7 LINE
PREVENT TRACC-WT. ROUTINE STREET SWEEPING SHALL 8E yT . FIBER ROLL$ -•, _ N rj'I', I N
PERFORMED ON ALL PAYED STREETS WHERE TRACKING 7S f+' ''�`'� •. i (�'1 - _ N AN LA SAWCUT LINE
.•. '.i;.� ION A4- -I GRID D OVERLAY
CBSERVE:D. VACUUM SWEEPERS SHALL BE USED WHEN STREET 4.. �. A : n `.r
SMEL;WNG 8£'ClaVE2 INEFFECTIVE.
�` ,,%?''�'•�.... •. ., !!.-....t.�„�•p'• , E>s a "�. . - -......_. EXISTING BIKE LANE
• '•... r ,^s .`:•' 3/4"x 3/4' T. GRAVEL BAGS SHOULD BE USED DUE TO THEIR NIGH .. ... . . ! NEW CONCRETE SD£riALK
VERTICAL SPACING 'e�!• v ::J :ow' ...�'y, 'A WOOD STAKES PERMEABILITY. THE GRAVEL BAGS SHOULD B£OF
MEASURED ALONG THEs• .. •.:..;,;I<! MAX 4'SPACING WOVEN-TIDE GEOTEX77LE FABRIC SINCE BURLAP BAGS ................. ..) NEW PA"ENT
! FACE OF THE SLOPE '��c v�,', y. i DETERIORATE RAPIDLY. GRAVEL BAGS SHALL BE FILLED WIN
VARIES BETWEEN TO' ;w,:. !�])dlL.� .r•, 1 3/4"DRAIN ROCK OR 1/4-PEA GRAVEL. ••••--••-•� NEW PAVEMENT TO BE OVE?LAIO
AND 20' .',.., •..�,Iw 2. PLACE SEVERAL LAYERS OF GRAVEL BAGS, 01'FRLAPPINO THE --.-_...._..- OVER EXISTING PAVEMENT
i; i:I,_ INSTALL A FIBER ROLL BAGS AND PACKING THEM TIGHTLY TOGETHER. EXISTING AND PROPOSED SIGNS. SEE
�%'•y., NEAR SLOPE WHERE ENTRENCNMEN7 3. CONFIRM/AD.US!GRAVEL BAG PLACEMENT IN PAVED STREETS y SEPARATE SIGNING AND STRIPING PLAN
IT TRANSITIONS INTO PER CITY INSPECTOR,
A STEEPER SLOPE SAND BAG LINE
FIBER ROLL S£-5 INLET PROTECT/QN (S£—IO} FIBER ROLL
NOT 70 SCALE NOT TO SCALE GRAVEL SAO LINE
EROSION CONTROL. CONSTRUCTION NOTES & QUANTITIES GRAVEL BAG DAM
AND INLET PROTECTITEcrION
❑ DESCRIPTION CITY
I INSTALL RATTL.f PLATES ON STONE DEC PER BMP TC-I. CONTRACTOR SHALL SWEEP STREETS CONTINUOUSLY OR AS ? FA
OFTEN AS NEEDED TO PREVENT DRY OR WE;T CONSTRUCTION SEDIMENTS ON PUBLIC STREETS.
2 TEMPORARILY STABILIZE SLOPE. WITH SOIL BINDER IF SLOPE IS NOT GRADED OR CHANGED FOR MORE THAN 10 DAYS PER 850 SF
BMP EC-x OR PERMANENTLY STABILIZE PER PLANS
J INSTALL PERIMETER DIVERSION SAND BAGS AS SHOWN L MAINTAIN SAND BAGS AT CURRENT SITE PERIMETER TO ALLOW FOR SOO LF
INVERSION OF OFF-SITE RUN ON.
4 INSTALL PERIMETER FILTRATION GRAVEL BAGS AS SHOWN. MAINTAIN GRAVEL BAGS AT CURRENT SITE PERIMETER TO ALLOW 402 LF
SITE RUNOFF TO BE CAPTURED AND FILTERED.
I 5 CONSTRUCT GRAVEL BAG CHECK DAMS MAINTAIN USE OF GRAVEL RAG CHECK DAMS BEFORE AND AFTER PAVING AND 1 EA
UNTIL FINAL STABILIZATION OF SITE.
6 AT TIME OF INLET INSTALLATION. INSTALL. INLET PROTECTION BY INLET TYPE; PER BMP SE-10. DO NOT ALLOW ANY 1 EA
STORMWATER (NOR NON-STORMWATER)FLOWS TO ENTER KRAKEN WATER QUALITY FILTRATION UNIT UNTIL SITE
STABRUZA?TON.
7 INSTALL FIBER ROLL AT TOP/TOf OF SLOPE PER BMP SE-5(SHEET 1)AT LOCATIONS SHOWN PER PUN. 322 L`
MARK REVISIONS A P P R. DATE THESE PLANS HAVE BEEN RENEWED FDA COMPLIANCE WVTH THE PREPARED BY: r � SEAL LA KESHDRE DRIVE PARKING LOT SHEET
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE CITY OF LAKE ELSINORE
LAWS AND HAVE BEEN FOUND ACCEPTABLE R EROSION CONTROL PLAN 4
OF
... r• rl +• ,Z /�_Al/,17 & f1O.4162By SCALE. BENCH MARL: SB&O2 SHEETS
^ .�..w......•..... "I T �� �'� _ T' UNKNOWN; PLANS BASED ,. - ....
•^~�_-• DATE. N} OUv IV I AS SHOWN ON PLANS ON CITY-PRONGED 416"L.twwlw t'd.N.".s 128 FILE N0.
9RADEEY FAGRELL CE Nu. 43920 DATE ❑ONRLD R. BROOKS RCE _ 1—oLft ra 92560
CITY ENC;tNEER c S DATE; 8/23/20T7 SURVEY(NO BENCH MARK Is-M-�
CITY Of LAKE ELSLNORE WIfiNN) csl-twsman T-
BERM
� Lsr7�y
En AC 8Cft iO P1P FX SEVER- PER R.S. 12i 4f LA T1 RAL UwlnEn Avg Q
:CL 4
....._....q V/_—__.. .._.._ _ —_. ..._......— —. —.. .. ...._ _. O
p O O
INTERSEC17ON(BEYOND +
VIEW, NO ANGLE POINTS) V P-1- g I_i'' jam
10+13.58 CL LAKESHORE-
10+00.00 CL LIMITED �. � . . 0
f f
iq
Y:1 :'MAX .7T MAX hl5.0•!I f1.0` !.0 2•I 'MAX
'I..:J .._�,E \, ❑ i
. •.. •` - - 4:7 MAX
r'❑
If
T0+92,2 11! LT�
EC G&O SA WCUTL�I
a_ r "d
W
007
!• 11 "
f• - f � _•- EX EOP (A w 1.0' �`El
CL
AD{S 7 ❑ I
p -.- -
q� 4:1 r -
�Y� i. . 4:1 i
r• ••�-_.. EX EDP
sr� r• •.N�??.Q -... 4 •.._. ✓;,� \. •/ y L L PPT. G&O SAWCUT
1 '
I
!" -•-8-STORM DRAIN ..
EX CURB'/
CK LANDSCAPE CURB
6-STORM DRAIN W-12-- - _ 6R'0
GRATED BU88LER OUTLET _ �. ,yr. ..
IN MAINTAINED 7URF h
EROSION CONTROL CONSTRUCTION NOTES a� P w>a�r OV
DESCRIPTION
fx WFfXIGN; p
1 INSTALL RATTLE PLATES ON S70NE BED PER 8MP TC-1, CONTRACTOR SHALL SWEEP STREETS CONANUOUSLY OR AS +RON FENCE
OFTEN AS NEEDED TO PREVENT DRY OR NET CONSTRUCTION SEDIMENTS ON PUBLIC STRE£15. r;'�INSTALL DOWNSTREAM OF?ARK wDRx _
2 TEMPORARILY STA8TLIZ£SLOPE WITH SOIL BINDER IF SLOPE IS NOT GRADED OR CHANGED FOR MORE THAN TO DAY$ PER l-:JARREA; MAINTAIN WOLE WORK AR1;A
BMP EC-5, OR PERMANENTLY STABILIZE PER PLANS. O4 TRENCH 1S NOT FULLY STAB.ILIZEC'.
3 INSTALL PERIMETER �i
DIVER—WON SAND SACS AS SHOWN. MAINTAIN SAND BACS AT CURRENT SITE PERIMETER TO ALLOW FOR
DIVERSION OF OFF-Silt RUN ON. NOTE TO CONTRACTOR: CONTRACTOR SHALE.
4 INSTALL PERIMETER FILTRATION GRAVEL BAGS AS SHOWN. MAINTAIN GRAVEL BAGS AT CURRENT SITE PERIMETER TO ALLOW REPLACE RY KR:10 TOPSOIL AND/OR SURFACE
SITE RUNOFF TO SE CAPTURED AND RLTERED. TURF REMOVED OR DAMAGED DURING
5 CCNSTRUCT GRAVEL BAG CHECK DAMS MAINTAIN USE OF CRAWL BAG CHECK DAMS BEFORE AND AFTER PAVING AND CDNSTRUCAON IN THE PARK WORK AREA.
UNTIL FINAL STABILIZAAON OF STE.
6 AT RUE OF INLET INSTALLATION, INSTALL INLET PROTECTION BY INLET TYPE, PER 8MP SF-f0. DO NOT ALLOW ANY
STORMWATFR(NOR NON-STORMWATER)FLOWS TO ENTER KRAKEN WATER DUALITY FILTRATION UNIT UNTIL SITE GRAPHIC SCALE
STABIUZARON,
7 INSTALL FIBER ROLL At TOP/70E OF SLOPE PER 8MP SE-5 (SHEET 1)AT LOCA)TONS SHOWN PER PLAN. 1D' D TO' 20- JO'
MARK REVISIONS APPR. DATE THESE
EPRAN HAVE BENS RE MEWED FOR OMPLIjNCEu'HrYTH THE STATL PREPARED BY: SEAL �LAKESHORE DRIVE PARKING LOT SHEET
CITY OF LAKE ELSINORE
LAWS AND HAVE BEEN FOUND ACCEPTABLE R EROSION CONTROL PLAN! 5 7
1 ' f f , / 7 BENCH MARK:
�, , i", . Rnnx2c Z
_ Q.,s-,7 -- �I �.jd,-- 9 .41: SCALE: 0K SHEETS
BRADLEY FAGRELL, AbE No- 43920 DATE DONALD R. BROOKS, RCE DATE AS SHOWN ON PLANS UNKNOWN,' PLANS BASED
TY ENGINEER ON CITY•-PROWDED 416"En,aprw cra.Nth.S.if.129 FILE No.
CITY OF LAKE ELSINORE asew
SURVEY(NO BENCH MARK T.—Ak C.02MO
�. DATE 8l73/2017 f1TTHIN) Z-e�am L_
CITY OF LAKE SINORE
L1h/1"ED AY✓F
PAfiCM $
LOT 0 '
l
INDEX MAP _......__...._..._.._..._._._..___�
LA KESHORE DRIVE PARKING L a T
SIGNING AND STRIPING PLAN
I �
F
i
I
ABBREVIATIONS.USED
64 BENCH MARK k
Cl CENTFRLof' I
DWY DRIVEWAY
EX EMSTTNO
£OP £DOE OF PAVEMENT
PIP PROTECT IN PLACE
PR PROPOSED
R/W R16Hr OF WAY
SHT SWEET
QTY QUANTITY
SIGNING..-A STRIPING CONSTRUCTION NOTES & OUANTITI£S
T REMOVE AND SALVAGE SIGN(S)AND POST AS NOTED. 3 EA LEGEND
2 REMOVE BY SANDBLAST 2£A -----.— STREET CENTER LINE I
3 RELOCATE SIGN(S)AND POST AS SHOWN PER CITY STD. NO 406A AND/OR 409. 4£A — -- RIGHT-OF-WAY
4 INSTALL SIGN(S) AND POST AS NOTED PER CITY STD, NO. 406A AND/OR 409. 1 £A £XISTMNC AC DlKt
5 INSTALL YELLOW REFLECI7W PAINT AND TYPE 'N' YELLOW RPMS AT T'O.C. ON TOP OF CURB NOst:' 9 LF NEW CURB
FROM BCR TO ECR PER CALTRANS STD. PLAN A20A.
6 INSTALL. 8-INCH SOLID WHITE CHANNF112INC LINE PER CALTRANS STD. PLAN AM DETAIL J8, 37 LF L....._..._.—.— NEW CURB AND CUTTER
7 INSTALL 12-INCH SOLID REFLECTIVE ikflTE CHEVRON 6-FEET O.C. PER CITY STD, 4056.. 21 LF FXISTINC WK£LANE
B INSTALL 72-^INCH SOLID W YITE LIMfT LINE PER CITY STD. 405A AND 4058. 19 Lf w NEW CONCRETE SFOEWALK
9 INSTALL LEGEND AS SHOWN PER L.YTY STD. 405A ANO 4058. T EA NEW PAVEMENT
TO INSTALL TYPE 'H' YELLOW RPMS 20-D.C. PER PLAN PER CALTRANS STD. PLAN A20A. 6 EA
i! INSTALL 4-WHITE PAINT PARKING STRIPE PER CITY STD. 405B. 342 LF
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REIIEWED FDR COMPLIANCE WITH THE PREPARED V. SEAL LAKESHORE DRIVE
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE CITY OF LAKE ELSINORE SHEET
LAVES AND HAVE BEEN FOUND ACCEPTABLE Y PARKING LOT SIGNING AND
rr ''�a STRIPING PLAN U_....._._. ..".. ......_.. 2. IL/;K. -IS-f`T Ap 1(�/GOt'�!, Q..�¢�-7 N..415"y � SCALE: BENCHMARK; SB&O?* SHEETS
RAOLEY FAGRELL R No. 43920 DATE DONALI3 R. 9ROOKS, RCE DATE r �rvn ONKNOWN; PLANS 9ASED
B ..a. _., FILE No.
AS sHDIN c�F PLANS ONGTY-FRONDED 41t�P fnt4rortlw Oka wafe,SuB.t;te
CITY ENGINEER " Irneewe,ca.97300
CITY OF LAKE ELSINORE o1i SURVEY(NO BENCH MARK i3t-00�8iDD
�W .-... VA 8/23/20T7 WITHIN) Bst-E6F LNOt rao,
EX AC BERM
EX AC BERM ..(DP2r,(QA) LS3799
PER R.S. 12146
Z..
:.CL
- - ' i. _ - ......... N71JQ'J0-W
20,00' 2a0O, EX PAVED- f
...... STREET LIM17ED A MAVE
ALL TRAMC - ONE-WAY TRAFFIC FLOW
INTERSECTION(BEYOND)
0*?3,56 CL LAKESHORE;
I % .02
,D+0000 CL LIMOTO 0 7 -1, PROP CURB AND
0 *72 GUTTER PER SEPARATE EX AC
BERM % R2-1. R6-)(R)OAOI 3((4 1
GRADING PLAN REMOVE RT-Z RELOCATE R.3-J
R26(CA)
2 -�"CA)
Sr. NAME VCNS, WSTIQL R26(CA)
It2$(CA)
PIP EXIS77NG RI-1, RI Z,
R28(CA), &KE LANE CROSSING
X AND STREET NAME SIGNS
Y
W?
'.7
7
R F(ft)
TO RI-1 I Trp,
20.0'
cl,
..ao pq TYPICAL
4,f
CL
owe
-OpEowave DumNc CONSTRUCTION;
RFPLACIE TO SAME LOCATION
"NO PARKING BOAT TRAILERS"SOON fs
_cL
771.)
L TVftA
4,y
-APMOX LOCATION OF EXISTING EDGE STRIPE PER GrS MAP IMAGE(NOT)N
FIELD SURVEY), PROTECT IN PLACE EX NO PARKING...... EX WTI-1, REMOVE&
sr SWEEPING.R2 ADO
6(CA)
-E)r EOP
02 -.
%
'�- 3 4 RELOCATE RI-1, RO-T(L)&
ST NAME SIGNS, AND INSTALL
R.3-1 &1?26(CA)
• PIP ExsnNc
54 PARKfNC 840A T
zTRAILERS'SIGN
EX HWE
LANE STRIPE
SIGNING ct STRIPING CONSTRUCTION NOTES
ON(D DESCRIP71
I REMOVE AND SALVAGE SIGN(S) AND POST AS NOTED,
ONFiNAY
2 REA0OW BY SANDBLAST
3 RELOCATE SIGN(S)AND POST AS SHOWN PER CITY STO. No. 406A AND/OR 4M
4 INSTALL SIGNS) AND POST AS N40TEO PER OF),STD. NO. 406A AND/AR 409.
5 INSTALL YELLOW REFLECTIVE PAINT AND TYPE 'J4'YELLOW RPM.AT I'D.C. ON TOP OF CURB
S�P E E D NOSE FROW SCR TO ECR PER CAL MANS SID. PLAN A20A.
11 M I T 6 INSTALL S-INCH SOLD *"fyF CHANNELOZING UNE PER CAL TRANS STD. PLAN A200, DETAIL 3&
7 INSTALL 12-INCH SCUD REFLECTIVE NOTE CHEVRON 6-FEET O.C. PER CITY STD. 4056.
8 INSTALL 2-INCH SOLID 1414I7E LIMIT UNE PER CITY STD. 405A AND 4059
25 9 INSTALL LEGEND AS SHO*N PER CITY STD, 405A AND 4058.
INSTALL rtpc'H' YELLOW RPAd-20'O.C. PER PLAN PER CAL MANS STD. PLAN A20A.
GRAPHIC SCALE
21 INSTALL 4'M17F PAINT PARKING STRIPE PER CITY STD. 4058.
jo
—M-AWK REVISIONS APPR. DATE -THESE PLANS HAVE BEEN REAEWED FOR COMPLIANCE WT)l THE PREPARED BY: &CAL L-4kasHoRE L--)RiVE
APPROPRIATE C40NO171014S OF DEVELOPMENT AND/OR QTY AND STATE F CITY OF LAKE ELSINORE SHEET
LAWS AND HAVE BEEN FOUND ACCEPTABLE PARKING LOT SIGNING AND
R
7
STRIPING PLAN 7
Na., n _C'A L E: OF
BENCH MARK:
-11-K AM& 1-4-17 �SS — s B&O SKEETS
UNKNOWN: PLANS BASED
BRADLEY FAGRELL,(RCE N.. 431320 DONALD R. BROOKS, RCE VATt 1� AS SHO*W ON PLANS ON CITY-PROVIDED 416M E.Wwl-CVO.#Wlh,3w.120 FILE No_•
ENGNEER T..-".0.92w
CITY Or LAKE ELSNORE DATE 812JiMl SURVEY(NO BENCH MARK w w-695-mm
THIN) ?M.605�SM I.