HomeMy WebLinkAbout735 74
GENERAL NOTES.' CITY OF LAKE ELSINORE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE a HUS RD NExeoR RD _
ORDINANCES NO.801 AND 862 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND NLRO TRACT MAP THE LATEST EDITION OF THE UBC, CHAPTER 70. 9/ 97E cv+
�°
2. A PERMIT SHALL BE OBTAINED FROM 774E ENGINEER/NCI DEPARTMENT, CITY OF LAKE �" SHEET INDEX LOCATION �n RD
ELSYNORE PRIOR 10 ANY OPERATION. PLAN I TITLE SHEET..................... .................................1 -euNor c R RDM0P0
GRADING NOTES AND DETAILS TAILS.................................. -3
J. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND 29. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL IlM£S GRADING PUNS........................................................4-5 akV70A' KEIn+ RD
USA ALERT(1-800-422-4133)46 HOURS PRIOR TO GRADING 30. SANITARY FAGU77ES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO GRADING EROSION CONTROL PLANS........................................6-7
A THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 COMPLETION OF GRADING OPERATIONS
HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS 31. ALL SLOPES SHALL BE PUNTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL WORK TO BE DONE m
SHEET
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION rN00 eR0& ORm D4. "" D
ENGINEER. OF ROUGH GRADING RD SHALL BE IN ACCORDANCE WITH ORDINANCE NO. 881 PRIOR R/VERS/DE COUNTY FLOOD CONTROL AND WATER CONSERVATION .vnv x zs n
TO THE APPROVAL OF FINAL INSPECTION. �\ DISTRICT STANDARD DRAWINGS DATED APR/L 2004. NGYNI TY MAP
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL UNLESS REFERENCE \ NOT rD scams
OTHERWISE APPROVED,AND SHALL BE SHOWN. 32. ANY CONTRACTOR PERFORMING WORK ON THIS PROECT SHALL FAMILIARIZE HIMSELF (Typ.) \ z
WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING / n5 \ LEGEND: SYMBOL
e _
7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL 70 1 VERTICAL UNLESS FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERADONS, WHETHER OR \ o
OTHERWISE APPROVED,AND SHALL BE SHOWN ON 774E PLAN,AND SHALL NOT HAVE NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS / \ EXIST. CONTOUR F
LESS THEN 9OX RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. - "z W
EXIST ELEVATION (560.00) ni
SI 774E DESIGN ENGINEER SHALL PROVIDE A MINIMUM Of ONE BLUE TOP PER FINISHED 7I7
8. FILLS SHALL BE COMPACTED THROUGHOUT TO 9OX DENSITY AS DETERMINED BY THE PAD,PRIOR 70 ROUGH GRADE APPROVAL. / PROPOSED CONTOUR --560--
MOOVFTED THREE-LAYER ASIR D-1557-70 TEST METHOD. / CUT/F1LL LINE �f
34. APPROXIMATE DAIS OF: / FILL SLOE-2.•1 MAX. �r
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION RD DEBRIS SCARIFIED,AND BEGINNING OPERATION.• JULY 2005
INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS 7ES77NG AGENCY PRIOR p�TIOy; p g£R Y009 / CUT SLOPE-21 MAX. �y
TIT THE PLACINGOFFILL a 35 NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER 2424
/ 1`P (PVT.) _ _
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTILBROLVCS 2424 C.B. OR CO.
PREPARA77ON THAN 3 INCHES WILL BE PLACED IN FILLS WITH ROADBED AREAS OR 3 FEET OF / ^ g
OF GROUND IS APPROVED BY THE SOILS ENGINEER. THAN
FINISH GRADES UNLESS THE LOCATION,MATERIALS AND DISPOSAL METHODS RE BROOKS 3636 C.B. OR CO. (PVT.) ===E)=
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 0.5 SPECIFICALLY APPROVED BY TIHf SOILS ENGINEER. / 4848
® BROOKS 4848 C.B. OR CO.(PVT.)
INCH PER FOOT FOR A MINIMUM OF J FEET, THEN 1 X(MINIMUM) 70 FLOW LINE OF 36. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN \
EARTH SWALE MANHOLE NO. 4.STD.DWG DOG.
C8 _ =
INSPECTION BEFORE APPROVAL � �yh,\\ CAIGI BASIN N0. 1(STD.OWB G3/00) �-
12 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X 1F CUT OR FILL yr SLOPE IS LESS THAN 10 FEET,AND 2X IF CUT OR FILL IS GREATER THEN 10 FEET. 37. ALL RETAINING WALLS SHALL BE BUILT PER 774E RETAINING WALL STANDARDS OF THE Psi \ MODIFIED CATCH BASIN N0. 4(STD.DWG CB101)
DRAINAGE SWALES SHALL BE A MINIMUM OF a5 FOOT DEEP AND CONS7RUCTED A CITY OF LAKE ELSINORE BUILDING DIWS/ON. _ •y 0 �S \
MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES // P�9p \ JUNCTION STRUCTURE NO.2(JS 2227)
13. PROVIDE 5-FOOT WIDE BY 1-FOOT-HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL EROSION CONTROL NOTES.' P o� o o PVC/RCP STORM DRAIN(PVT.) ^ -----
FILL SLOPES OVER 5 FEET HIGH. o o -- \\ 6' CURB&GUTTER PER DETAIL SHT.2 U
14. PROVIDE A BROW DITCH,DESIGNED 70 HANDLE 100-YEAR STORM FLOW$ALONG THE
A. IN CASE ON EMERGENCY CALL COL TON SUDBERRY AT(858)546-3000 \ 6' CONC. CURB PER DETAIL
��
70P OF CUT SZOPES. B. THE UNDERSIGNED OYWL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND �� o eo 4> RETAINING WALL PER PUN PER SEPAaAiE PERMNs)
15. NO OBSTRUCTION OF f1000 PLAINS OR NATURAL WATERCOURSES SHALL BE PERMITTED.
INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS / !� / �,., 0 •/ HIGH POINT H.P.
C. A STANDBY GREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING / QR�� TOP OF WALL/BOTTOM OF WALL ELEVATIONS 560.0 TW I
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING THE RAINY SEASON: OCTOBER 5 THROUGH APRIL 15.NECESSARY MATERIAL SHALL / 550.0 BW I_ O
AND PRODUCE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS BE AVAILABLE ON SITE AND S70CKPILED AT CONVENIENT LOCATIONS TO FACIUM7E TOP OF CURB ELEVATION(ABOVE LINE) 56000 I -➢ 37
(SUBDIVISIONS)AND EXPANSIVE GIARACIERIS77CS OF THE SOL RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION / C
CONTROL MEASURES WHEN RAIN IS IMMINENT. \ \\ / FINISH GRADE ELEVATION(BELOW LINE) 2 o C
17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL \ ' 559.50/
COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING D. EROSION CONTROL DEVICES SHALL NOT BE MOVED O"M00/f1ED WITHOUT THE \ O \ TOP OF G4A7E ELEVATION T.G R 6 z
AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS APPROVAL OF THE CITY ENGINEER. € z
INVERT ELEVATION LE.
E ALL REMOVABLE PR07EC77W DEVICES SHOWN SHALL BE IN PUCE AT THE END OF \ / \\ / FLOW LINE ff o C
1B A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT EACH WORKING DAY, WHEN 7HE FlV£-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 \ \ -' m.3 W
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE PERCENT. / REDWOOD HEADER ROW. HOAR.
_ . - . R. N rn
REQUIRED, THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE OVEN.lF KEY MAP
AN ELEVADOI W17H RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED THE F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS SCALE. 1 200' PROJECT BOUNDARY
ACTUAL DISTANCE ABOVE 174E ADJACENT GROUND SHALL BE GIVEN. AND DE90ING BASINS ANY GRADED SLOPE SURFACE PR07EC77ON MEASURES \ LOT LINE19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 70 DAMAGED DURING A RAINS7ORM SMALL ALSO BE IMMEDIATELY REPAIRED. \
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. G FELL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE s \ CONCRETE APRON PER DETAIL SHY.2 O
SLOPE AT THE CONCLUSION OF EACH WORKING DAY. PRIVATE ENGINEERS NOTE TO CONTRACTOR \� BROW D17CH PER DETAIL SHT 2 v J
20. STABILITY CALCULA77ONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A VEGETATED SWALE PER DETAIL SHY.2
SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND TILL H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77UTY PIPE, CONDUITS OR
SLOPES OVER 30 FEET 1N HEIGHT PREVENT PUBLIC TRESPASS IN70 AREAS WHERE WATER IS IMPOUNDED WHENEVER 36' CMP RISER PER DETAIL SHT.2 ___
774E DEPTH EXCEEDS 2 FEET OR CREATES A HAZARDOUS CONDITION. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH O"THE AVAILABLE
21. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOT. RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EAIS77NG UTILITIES GRAVEL SAGS177BER ROTS(ME771019/PRODUCT 70 BE DETERMINED o000000
EXCEPT AS SHOWN THESE PUNS THE CONTRACTOR IS REQUIRED TO TAKE DUE BY OWNER/CONTRACTOR)
CONTRUCT/ON NOTES AND QUANTITY ESTIMATES PRECAUTIONARY MEASURES 70 PR07ECT THE UTILITY LINES SHOWN ON THESE SOILS ENGINEER'S CERTIF/CA TE IF a
22. STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,!T MUST BE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR STABILIZED CONSTRUCTION ENTRANCE/EXIT
CLEARED, KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. THE U77UTY PIPES COVVDU17S OR S7RUCTURES NOT SHOWN ON THESE DRAWINGS ESE,GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND
ENEER PRIOR TO
PLACEMENT OF FILL MA RALLL BEOVED SLOPES GREATER THANBY A REGISTERED 5.,1SAR£REQUIRED TO BE &CONSTRUCT CATCH BASIN(OB100) 3 EA. ./FO�U�NIDFI,TO,BE IN CONFORMANCE WITH THE RECOMMENDA7ONS AND SILT FENCE
KEYED AND BENCHED. &CONSTRUCT CONCRETE APRON 1 EA. OWINER�EYELA°ER SOILS ENGINEER /�/ ONN� _ REPORT PREPARED FOOUTLiNED IN THE SOILS UND G DEVELOPMENT ENGINEER'S NOTICE WCALvLM
.S
EOLOC
SUDBERRY PROPERTIES MTGL lNC R£23 THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION DN TH£FOLLOWING STAGES 3&CONS7RUCT CONCRETE BROW D17CH PER DETAIL 80 LF 5465 MOREHOUSE DRIVE, SUITE 260 7313 CARROT ROAD, SUITE G 1j_ r �A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION RD BEFORE BACKFILL SAN DIEGO, CALIFORNIA 92121 SAND/EGO, CALIFORNIA 92121 Exn s1 57217 (p-�-]_Oj1. CON7RACT0R AGREES]HAT HE SHALL ASSUME RESPONSIBILITY F
OF ALLUVIAL COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES 4&CONSTRUCT MODIFIED CATCH BASIN NO. 4(PER DETAIL SHT.2)_1 EA. TELEPHONE.- (856)546-3000 TELEPHONE. (888)844-5060 CONDITIONS DURING THE COURSE OF CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.
ELjUAR •DIZON R.C.E.N0. DATE THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMI7ED TO NORMAL WORKING HOURS THE
B. DURING ALL ROUGH GRADING OPERATIONS INCLUDING PR£CONS7RUCTION, BENCHING, 5 CONSTRUCT MANHOLE 1 MH 251 6 EA. Vic.c-�eoF' QPOFES"Slo CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND
AND FILLING OPERATIONS ( ) NO77RCA(IONS �-�,� �
C DURING INSTALURON OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL o 4p �E�°Ary<o�m ALL LIABILITY,REAL O2 ALLEGED,1N CONNECTION WITH THE PERFORMANCE OF WORK ON INNS PROJECT
D. WHEN ANY UNUSUAL GRADING COND7ONS ARE ENCOUNTERED DURING &CONS7RUCT MANHOLE 14(MH 254) 1 EA. NOTE.- THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES (f(.1.. EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
OR AGENCIES FOURTY-EIGHT(46)HOURS PRIOR TO STARTING 2088 -
CONSTRUCTION. 7&CON57RUCT•vAfc770N S7RUC7URE 12(J5227) 1 EA. CONSTRUCTION OR ECAVA77ON ME7-BAN L EaP.12/31/05 a R.G.E.NO. DATE 2.ALL UNDERGROUND U77LI77ES OR STRUCTURES REPORTED OR FOUND ON PUBLIC RECORDS RE
24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PUNTED WITH ROSEA ICE PUNT AT CITY OF LAKE ELSINORE 1-951-674-3124 OF P * INDICATED NTH THEIR APPROXMA7E LOCATION AND EXTENT. THE OWNER,BY ACCEPTING IHESE PUNS OR _- O
8 OYN£CT 36' RCP INTO EXIST.RISER&SEAL * 5'
12 INCHES ON CEN7ER, OR ANOTHER APPROVED GROUNDCOVER. SLOPES OVER 15 WITH CONCRETE MORTAR AS NECESSARY 1 EA. s'v oho �c NP PROCEEDING W77N THE IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD ]H£ENGINEER a S 77
FEET 1N VER7ICAL HEIGHT,IN ADDITION TO GROUNDCOVER,SHALL BE PUNTED WITH ELSINORE VALLEY MUNICIPAL WATER DIS7R/CT 1-951-674-3146 'kor cA��eoP HARMLESS FOR ANY DAMAGES R£SULRNG FROM THE EXISTENCE O"UNDERGROUND UDUBE5 OR c
&CONSTRUCT GRA7E INLET(BROOKS 4846) 1£A. HARMLESS F NOT REPORTED OR INDICATED ON PUBLIC RECORDS OR)HOSE CONSIRUCIED AT VARIANCE R y
APPROVED TREES,SHRUBS EE COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 THE FOLLOWING SOILS IS SHALL BE CONSIDERED A PART OF THIS WITH REPORTED OR RECORD LOCATIONS THE CONTRACTOR IS REQUIRED 70 TAKE DUE PRECAUTIONARY 3 N
AT f0 FEET ON CENTER,• TREES 20 FEET ON CENTER, COMBINATIONS 15 FEET ON f0 CONSTRUCT GRATE INLET(BROOKS 3636) 11 EA. SOUTHERN CALIFORNIA EDISON COMPANY 1-800-655-4555 GRADING PLAN AND SHALL BE COMPILED WITH. MEASURES TO PR07ECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE.1T E ; , w ;ECENTER.SLOPES OVER J FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT a r
IRRIGATION SYSTEMS W1774 BACKFLOW PREVENTION DEVICES PER UBC, CHAPTER 70. 11 CONSTRUCT CRAZE INLET(BROOKS 2424) 4 EA. UPDATE GE07ECHNICAL INWS77GA77ON CANYON HILLS PUNNING AREA 4 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS Of ALL UTILITIES OR STRUCTURES n z
COMCAST 1-951-674-TILT CONCERNED BEFORE STARTING WORK. K N
12 SIRUCT 36' PVC 278 IF. C
R
25. APPROVED PROTECTIVE MEASURES AND (USA.) 1-800-422-4133 OCT08ER 14,2004 BY M7CL,INC 3 THE ENGINEER PREPARING THESE PUNS WILL NOT BE RESPONSBLE FOR, OR LIABLE FOR UNAUTHORIZED s m
USED 10 PROTECT ADJOINING PROPERTIES
DURI DURINGG DRAINAGE PROVISIONS MUST BE UNDERGROUND SERVICE ALERT THE GRADING PROJECT. 13 SIRUCT 30' PVC 123 LF RIVERSIDE COUNTY FIRE DEFT. 1-951-940-6900 CHANGES TO OR USES OF THESE PLANS ALL CHANCES TO THESE PLANS MUST BE IN WRITING AND MUST ❑7
AS-GRADED SOILS REPORT FOR PUNNING AREA 4 BE APPROVED BY THE PREPARER OF THESE PLANS
26. APPROVED EROSION PREVENTATIVE DEVISES SHALL BE PROVIDED AND MAINTAINED 4 VERIZON TELEPHONE 1-800-483-4000 DATED SEPTEMBER 24, 1991
1 S7RUCT 24' PVC 1446 IF.
DURING THE RAINY SEASON AND SHALL BE IN PUCE AT THE END OF EACH DAYS BY PACIFIC SOILS ENGINEERIN&INC. 4. OVRTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE
WORK 15 S7RUCT T8' PVC 264 LF. EARTHWORK QUANTITIES PROTECT GRADING REPORT RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION!
27. ALL WORK SHALL CONFORM 70 THE CITY AND STATE CONSTRUCTION SAFETY ORDERS 16 CONSTRUCT 12' PVC 462 LF CUT 4,000 CY PUNNING AREA 3 "DIG ALERT NOTICE"
28. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE 17 CONSTRUCT 8' PVC 204 LF SEPTEMBER 16,2004
FILL 4,000 CY BY PACIFIC SOILS ENGINEERING,INC,
PfRM117EE. 18 CONSTRUCT 36'CMP RISER 2 EA. EXPORT 0 CY SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERT/DENBF/CA 1/OV NUMBER BE
PAVEMENT RECOMMENDATIONS ISSUED BEFORE A 'PERMIT TO EXCAVATE' WILL BE VAUD.FOR YOUR DIG ALERT ID.NUMBER, CALL I.
19 STRUCT 24' RCP 42 LF. NOTE: THESE ARE RAW OVANTITIES ONLY. THEY DO NOT CONSIDER CANYON HILLS MARKETPLACE PUNNING AREA 3 UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 AT LEAST TW WORKING DAYS BEFORE YOU
® NOTE. THE E RE OR D! P�RPOSESY. REMEDIAL GRADING REQUIREMENTS OR BULK AND SHRINK FACTORS, DA EDOCT�ER 21,2004 DIG.
AC IS R B O IOF. AND ARE APPROMMA7E FOR BONDING PURPOSES ONLY. THE NPDES WDID # 8 33J300561
FOR L6NSTRVLTION No'iE3 20-29 SEE CONTRACTOR IS RESPONSIBLE FOR DOING ITS OWN TAKE OFF.
MARK REVISIONS APPROVED BY DATE CER77RCA 77ON PREPARED BY., °ESGNER:
ELEVATION: 1400.87J DATUM., NAND 29 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE RpOFESSIgy SHEET 1
ADDED CONST NOTES, MOD. KEY MPP ,� p q� A.J CITY OF LAKE ELSINORE
DATE., EC APPROPRlA7E CONDITIONS OFDfVELOPM£NTAND/OR CITY RD OOJ+T F STUART ENGINEERING
ADDED INFORMATION TO LOTS 5 t fn, PA 3 RIVERSIDE COUNTY DESIGNATION: E-14-70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE �``� �P Zc 7525 METROPOLITAN DRIVE STE.308 °RAxTa. GRADING PLANS FOR., \
REYLALE D SHT. 5 W IT K 5NZ. 5A DESCRIPTION: 27 MILES NORTHEAST ALONG RAILROAD CANYON No.27232 rZmi SAN DIEGO, CA 92108(619)296-1010 M.R.B. 7
A "Blll[T SV75 U 7ye 7 7/2S0] SAD FROM THE INTERSECTION
ION OF RAILROAD
74WEST CANYON
OROAAD AND /�/�.1 Ezp.3-31-°7 z F (619J 296-9276emait se®stuartengineering.com
memwOF !� j , 79 os * * °A'� CANYON HILLS MARKETPLACE OF�" i
S PvnX7 Pence s e ,� - - I 6-16-OS
„�RE Es CANYON ROAD, 6.0 FEET SOUTHWEST O'POWER POLE 1 ROBERT MOEHLIN&4 RCE Ha30 DA y P`' �'.�,( 0�+ PA,3 & PA4 TRACT.30496 FIiE NO.
1853732E, 1.0 FEET NORTHEAST OF A MARKER POST,A BRASS CITY ENGINElR &7cr. G�3%6 OF CAUFO C..( •� a°e No.:
DISK SET IN THE TOP OF CONCRETE POST E-14-70 CITY OF LIKE ELSINORE S7UART PEACE, R.C.E.NO..27232 DATE 248-04-OJ
AS BUILT _
9 C
qRi
SWPPP NOTES SWPPP N07ES (CONT.) k �S ��FIB£R ROLL x a
p NOTE.
1.D/SCHARGNG SEDIMENT-LADEN WATER W ICI WILL CAUSE OR CONTRIBUTE TO AN 8 DIA.MIN. �d INSTALL nBER ROLL
EXCEEDANCE OF THE APPLICABLE RWQCB'S BASIN PLANS FROM A D£WATERING SITE OR A RECORDS OF ALL INSPECAONS, COMPLIANCE G S PAR TIONS NONCOMPLIANCE RETAINED
NG, 4•MIN W W ALONG A LEVEL CONTOUR.
SWPPP AND ANY OTHER DOCUMENTS GENERATED AS PART OF SWPPP MUST lH£RETAINED w
SEDIMENT A 1N70 ANY RECEIVING WA TER OR STORM GRAIN WITHOUT FILIRA RON
OR EQUIVALENTLENT TREATMENT IS PROHIBITED. FOR A PERIOD OF AT LEAST 7HREE YEARS FROM THE DATE GENERATED.
14.A CONCRETE WASHOUT SHALL BE INSTALLED FOR ALL PROJEC7S INA7 PROPOSE
2. 7HE DISCHARGER SHALL AMEND THE SWPPP WHENEVER THERE IS A CHANGE IN CONCRETE TO BE MIXED ON SITE OR DELIVERED FROM A BATCH PLANT. THE CONCRETE WASHOUT FIBER ROLLS���
CONSTRUCTON OR OPERA770NG WHICH MAY AFFECT THE DISCHARGE OF POLLUTANTS TO SHALL BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE INFRASTRUCTURE OR NATURAL w
SURFACE WATERS, GROUNDWATERS, OR A MUNICIPAL STORM DRAIN SYSTEM. THE SWPPP DRAINAGE FEATURES OR WATER BODIES AND INCORPORATE AN IMPERMEABLE LINER(6 MIL MIN) 2'X y' VERTICAL SPACING VARIES:
SHALL ALSO BE AMENDED IF THE DISCHARGER NOLA7ES ANY CONDITION OF THE GENERAL 70 CONTAIN THE REQUIRED VOLUME.ALL DRIED CONCRETE WASTE SHALL BE BROKEN INTO WOOD STAKES lF SLOPE=4:1 OR LESS-MAX OF 20 FT.
PERMIT OR HAS NOT ACHIEVED THE GENERAL OBuEC7TVE OF REDUCING OR EIJMINA77NG MANAGEABLE PIECES AND DISPOSED OF IN A PROPER MANNER. THE CONTRACTOR OR QUALIFIED MAX 4' SPACING IF SLOPE BETWEEN 4:1 AND 2.1-MAX OF 15 FT.
POLLUTANTS IN STORMW47ER DISCHARGES ALL AM£NDMENI5 SHOULD BE DATED AND IF SLOPE=2:1 OR GREA7ER-MAX OF 10 FT. Y;
DIRECT.Y ATTACHED TO THE SWPPP. PERSON SHALL LOCATE CONCRETE WASHOUTS IN THIS PRESCRIBED MANNER AS C0NS7RUC77ON D
PROGRESSES
J. TEMPORARY ON-SITE DRAINAGES TO CARRY CONCENTRATED FLOW SHALL BE SELECTED W
TO COMPLY WITH GFY REQUIREMENTS TO CONTROL EROSION, TO RETURN FLOWS TO 7HEIR 15. THE QUALIFIED PERSON SHALL CONDUCT REGULAR INSPEC77OVS OF 7H£PROJECT S17E IN TYPICAL SEC77ON FOR RBER RACE W W W W W
NATURAL DRAINAGE COURSES,AND TO PREVENT DAMAGE TO D0WNS7REAM PROPER77ES ACCORDANCE WITH RECOMMENDATIONS OUNNED IN 7HE SWPPP.EACH INSPEC7ION SHALL BE INSTALL A FIBER ROLL NEAR
DOCUMENTED IN THE FORM OF WRITTEN REPORTS RETAINED ON-27E.ALL REPORTS SHALL BE NO SCALE ,,SLOP£WHERE IT IRANSIBONS
4.DISCHARGES ORIC/NA71NG FROM OFF-SITE, WH/Cl FLOW ACROSS OR THROUGH AREAS MADE AVAILABLE TO THE CITY OF SAN DIEGO AND RHOO REPRESENTARVCS UPON REQUEST. Z
DISTURBED BY CONSTRUCTION THAT MAY CONTAIN POLLUTAN)S,SHOULD BE REPORTED TO INTO A STEEPER SLOPE - C
THE RWOCB. 16. THE CONTRACTOR SHALL HALE fMLRGENCY MATERIALS AND EQUIPMENT ON HAND FOR _
UNFORESEEN SITUATIONS SUCH AS DAMAGE TO UNDERGROUND WATER AND SEWER UTILITIES p�' 50, m
5.DISCHARGERS WHO ARE PRESENTLY COVERED UNDER NPDES PERMIT N0. CAG618005 WHEREBY FLOWS MAY GENERATE EROSION AND SEDIMENT POLLUBON. 9��F�Opa _• MIN TYPICAL RBER ROLL INSTALLATIAN - n
FOR DISCHARGE OF STORM WATER ASSOCAIED WITH CONS7RUCT7ON AC77VI7Y MAY SUBMIT 17. •^THE PpRMITTE£OR DESIGNEE SHALL PROVIDE EVIDENCE OF COVERAGE UNDER THE NA77ONAL J� '�' '�'i`' ::" DTH OF ROAD NO SCALE
A N077CE OF TERMINATION WHEN THEY MEET ONE OF THE FOLLOWING CRITERIA.
POLLUTANT DISCHARGE ELIMINA77ON SYSTEM PERMIT No. CAG618005/N THE FORM OF A N077CE OF Q 11' MIN.INTENT(Na)FREED{NTH THE STARE WATER RESOURCES CONTROL BOARD, SANTA ANA REGOY PRIOR
A. THE CONSTRUCTION PRCI HAS BEEN COMPLETED AND THE FOLLOWING TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS' NATIVE ''�
CONDITIONS HAVE BEEN MET,ALL ELEMENTS OF THE S7ORMW4TER POLLURON 18. SEDIMENT AND EROSION CGN77?IXS MAY BE REMOVED ONLY WHEN CONTRIBUTORY UPS7REAM FILTER FABRIC 6'
PREVEN77ON PLAN HAVE BEEN COMPLETED,• CONSTRUCTION MATERIALS AND EQUIPMENT AREAS BECOME STABILIZED OR ARE MANAGED UPS7REAM(l.E.,SINGLE-LOT SEDIMENT CONTROLS) MIN.
MAIN7ENANCE WASTE HAVE BEEN DISPOSED OF PROPERLY,• THE S17ECOARSE AGGERGA7E
IS IN COMPLIANCE AND AS LONG AS SEDIMENT LADEN RUNOFF WILL NOi DISCHARGE FROU THE SI)E 1OARSAf,70 A WOODEN STAKE
WITH ALL LOCAL STORM WATER MANAGEMENT REQUIREMENTS INCLUDING 19. WHEN FUTURE WORK BY THE DEVELOPER NOT SHOWN ON THIS PLAN IS TO BE PERFORMED,
HAWEROS BEEN
OBTAINED,
D, AND
R£ STR COASTMENT5 AND THE APPROPRIATE USE PERMITS THE SWPPP SHALL BE AMENDED TO INCLUDE SAID WORK AND ANY ADDITIONAL WATER QUALITY 1'
HAVE BEEN OBTAINm•AND APOST-CONSTRUCBON STORM WATER OPERATION AND 6'MIN. COURSE]HIGC 1IF'TO 3'COARSE AGGREGA]E
MANAGEMENT PLAN 1S IN PLACE. CONTROL MEASURES REQUIRED.
B. COVS)RUCRON ACTIVITIES HAVE BEEN SUSPENDED El1HER TEMPORARILY OR 2R WHEN OWNERSHIP CHANGES FOR POR77ONS OF 7H£S17F OR IHE LIM17S OR NA7URE OF WORK '7 a�/ ffl/�`FILTER FABRIC 2.5'
INDEFINITELY AND 7HE FOLLOWING CONDIAONS HAVE BEEN MET. ALL ELEMENTS OF THE ARE ALTERED, THE DEVELOPER SHALL FILE A CHANGE OF INFORMATI0N(CO OR A REVISED NA77VE FILTER FABRIC
STORMWATER POLLUTION PREVENTION PLAN HAVE BEEN COMPLETED• CONS7RUCB0N NOTICE OF INTENT(NO)RESPECTIVELY, WITH THE CRWQCB AND SWRCB, RESPEC77WLY. TOP OF FLOW
MATERIALS AND EQUIPMENT MAINTENANCE WASTE HAVE BEEN DISPOSED OF PROPERLY 21. THIS PLAN SHALL BE IN EFFECT UN71L ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED, /� SLOPE
T<
ALL DENUDED AREAS AND OTHER AREAS OF P07EN77AL EROSION ARE STABILIZED, AN IRANSFER£D 70 NEW OWNERSHIP, OR DEVELOPED UNDER FUTURE PLANS WITH AN NEW NOI, SWPPP, STABILIZED CONSTRUCIM ENIRANG`E/cX/T
OEERA770N AND MAIN7ENANCE PLAN FOR EROSION AND SEDIMENT CONTROL IS IN AND WD1D NUMBER. NO SCALE
�\\
PLACE,• AND THE SITE/S IN COMPLIANCE 017H ALL LOCAL STORM WATER MANAGEMENT
REQUIREMENTS INCLUDING EROSO✓/SEDIMENT CON7ROL REQUIREMENTS THE DATE
CONSTRUCTON ACTIVITIES WERE SUSPENDED, AND 7HE EXPECTED DATE CONSTRUCTION 6"X6'7RENCH
AC7IVITIES WILL START UP AGAIN SHOULD BE PROVIDED. OVERFLOW OUTLET ELEV PER PLAN BACKFILL
TOP OF BASIN W17H TAMPED
( \J
C CONS7RUS D lF IE CAN NOT DISCHARGE STORM WATER 70 WATERS OF THE UNTIED 36' CUP RISER I E(EV.= 70P OF BASIN-1.00' BR00/(S 3636 TG PER PLAN �I
STATES PLEASE INDICATE ALL STORM WATER IS RETAINED ON S17F OR lF STORM DEBRIS ¢ 2
WATER IS COLCECIED OFFSITE. SCREEN MIN./OF HOLES=25 _ 6' O
D.DISCHARGE OF CONS7RUCR0N STORM WATER FROM TH£S17E IS NOW SUB„£CT TO 6 _ 3' TYPICAL SECIIAN FOR SILT FENCE t n m
ANOTHER NPDES PERMIT. THE PERMIT NUMBER AND DATE COVERAGE BEGAN SHOULD 3' 2' DIAM.HOLES 4'
BE PROVIDED. 6' MIN _ 6 NO SCALE rt Z
E. THERE IS A NEW OWNER OF THE IDEN77RED SITE.lF OWNERSHIP OR OPERA77ON OF 1 0.4'0.GI �3/4'GRAVEL MOUND
THE FACILITY HAS BEEN TRANSFERRED THEN THE PREVIOUS OWNER MUST SUBMIT A L 2.1 MAX
N077CE OF 7ERMINABON AND THE NEW OVER MUST SUBMIT A N077CE OF INTENT FOR ELEV.PER PLAN 3' 470-C-2000 CONCRETE C
COVERAGE UNDER 7HE PERMIT. 7HE DATE OF TRANSFER AND INFORMA770V ON
THE NEW OWNER SHOULD BE PROVIDED.N07E THAT 7H£PREVIOUS OWNER MAY BE BOTTOM OF BASIN W17H 1 1/2' X 1 1/2
LIABLE FOR DISCHARGE FROM THE SITE UN77L THE NEW OWNER FILES A N077CE OF 1 J 17 GAGE STUCCO NETTING WOODEN STAKE�` - m
INTENT FOR COVERAGE UNDER THE NPDES PERMIT NO. CAG618005 f
m PVC PIPE PER PLAN 2•_ 5•
P.C.C.. ANCHOR LTLOGYC-�� "'P� 90°ELBOW/CONN£C170N Ivi
T
6. SEDIMENT CONTROL BMP'S ARE REQUIRED AT APPROPRIATE LOCA77ONS ALONG THE S17F U MIN.SURROUND RISER - fE pER PLAN OUTLET PIPE IE PER PLAN 2.5'
PERIMETER AND AT ALL OPE7RA77ONAL INTERNAL INLETS TO THE STORM DRAIN SYSTEM AT OUTLET PIPE, W/RE FABRIC.
FILTER FABRIC
GAUGE WELDED W1Rf FABRIC.
ALL TIMES CONCRETE APRON DETA < LOW
7. THE CONTRACTOR 1S RESPONSIBLE FOR ENSURING THAT ADEQUATE SEDIMENT CON7ROL SMMEIVT BASIN OUTLET STRUCTURE (CMP RISER)
MATERIALS ARE AVAILABLE TO CONTROL SEDIMENT DISCHARGES AT THE DOWNGRADE PERIMETER NO SCALE NO SCALE
AND OPERA77ONAL INLETS(WEATHER AND STORM PREDIC77ONS CAN BE OBTAINED BY CALLING \�/\/�k / �\ �' 70E OF
THE NA77ONAL WEATHER SERVICE AT(858)675-8700 OR BY V-77NO THE NA77ONAL WEATHER i I SLOPE
SERVICE WEB 517E AT HT7P://WWW:WRH.NOAA.GOV/SANDIEGO/TNDEX.SHTML.FOR WEATHER I I 6"X6"TRENCH
LLI INFORMA7ION AND CURRENT SATE7E/RADAR FEEDS). N�o I I WITH TAMPED
'
8. THE OUTLETS OF ALL SEDIMENT BASINS, TRAPS, AND LOCATIONS OU ARDfIGALLY 6 BACKFILL
CONCENTRATED FLOW SHALL BE PROVIDED WITH OUTLET PRO7ECBON 70 PREVENT EROSION 6•
AND SCOUR. 1/ SOU FILTER BASKET BROW DlTG1
9.INSPEC77ONS SHALL BE PERFORMED BEFORE AND AFTER S70RM EVENTS AND ONCE 1/2'RADIUS 'RADIUS FILTER BODY TYPICAL SECTION FAR SILT FENL`E
EACH 24-HOUR PERIOD DURING EXTENDED STORM EVENTS TO IDEN77FY BMP c�'
EFFEC77VENESS AND IMPLEMENT REPAIRS OR DESIGN CHANGES AS SOON AS FEASIBLE; I TOOLED EDGE BRAND:MODEL*
F P-24FILTERS NO SCALE
DEPENDING ON FIELD COND177ONS EQUIPMENT MATERIALS AND WORKERS MUST BE RLSER MODEL: FGP-24G
PAVING FGP-SG
AVAILABLE FOR RAPID RESPONSE 70 FAILURES AND EMERGENCIES ALL CORRECTIVE 3 OUTLET PIPE
MAINTENANCE TO BMP'S SHALL BE PERFORMED AS SOON AS POSSIBLE AFTER THE CURB N07ES• 'O IE PER PLAN
CONCLUSION OF EACH STORM,DEPENDING UPON WORKER SAFETY. 1. CURBS TO BE BUILT TO COUNTY OF RIVERSIDE _
10.FOR EACH INSPECTION QUALIFIED PERSON SHALL COMPLETE AN INSPECTION CO.ROAD IMPROVEMENT STANDARDS k SPECS
CHECKLIST CONTAINING THE FOLLOWING MINIMUM INFORMATION.• INSPECTION DATE, WEATHER PAVING TO THE DIMENSION SHOWN. 1-1/2' 6' h
INFORMATION(BEGINN/NGAND OF STORM EVENT,DURATION, TIME SINCE LAST STORM, 2 CONGR£1E TO BE CLASS"B' �_ MODIRED CA7CH BASIN NO. 4 0 _ O
APPROXIMATE S,RAINFALL IN INCHES), DESCR/PITON OF INADEQUATE BMP'S LIST OF 11' 24 Wf IROM INSERT DETAIL � �� �
OBSERVATIONS OF ALL BMP'S AND VISIBLE INSPECTION OF OU7FALLS,DISCHARGE POINTS J. JOINTS TO BE PER S7D. NO 205. D
DOWINS7REAM LOCATIONS AND PROdEC7E0 REQUIRED MAINTENANCE ACTIVITIES CORRECTIVE NO SCALE cs
ACTIONS REQUIRED,INCLUDING CHANGES TO THE SWPPP AND IMPLEMENTATION DALES, CURB CURB AND GUTTER B B `� z
INSPECTOR'S NAME, TITLE, SIGNATURE, AND QUALIFICATIONS z (,�
NO SCALE NO SCALE 6' 3'RADIUS N Z
If.INDIVIDUALS RESPONSIBLE FOR SWPPP,IMPLEMENTA770V,AND PERMIT COMPLIANCE 12' C
SHALL BE APPROPRIATELY TRAINED. THIS INCLUDES THOSE PERSONNEL RESPONSIBLE FOR 24' ,y
INSTALLAT00I INSPECTION, MAINTENANCE,AND REPAIR OF BMP'S THOSE RESPONSIBLE FOR MIN. - m
OVERSEEING,REWSING,AND AMENDING THE SWPPP SHALL ALSO DOCUMENT THEIR]RAINING. -I v� m
THE QUALIFIED PERSON SHALL ATTEND THE PRE-CONSTRUCTION MEETING. THE QUALIFIED ?_I _I -_-11-
S
PERSON SHALL HAVE KNOWLEDGE AND TRAINING OF THE INTENT AND ENFORCEMENT OF VEGETATED SWALE
SW REPORTS OF THE C0NS7RUC77ON SITE WITH RESPECT TO THE CIYS MUNICIPAL PPP'S AND BMP'S AND BE PROPERLY 7RAINED TO CONDUCT INSPECTIONS AND PREPARE " 3 ROWS OF GRAVEL SACS k M
CODE/ORDINANCES AND THE SWPPP. 1
GRA II£L BAGS AROUND AREA DRAINS 11. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE SWPPP AT 1H£CCkNS7RUCTI0N SITE, _i I I i S � .
WHICH SHALL BE PROVIDED, UPON REQUEST, TO THE RWQCS OR CITY PERSONEL. THE / / -I '� 3' 470-C-2000 CONCRETE NO SCALE
SWPPP IS CONSIDERED A REPORT THAT SHALL BE AVAILABLE 70 THE PUBLIC BY THE \�\��\��\�,\� \�: WITH 1 1/2'X 1 ION 1T GAGE
RWOCB UNDER SECTION 30(T(B)OF THE CLEAN WATER ACT.
VEGETA7ED SWALE DETAIL (PR/V) SEC7IAN B-B BROW D/It l STUCCO NET77NG
NO SCALE NO SCALE NO SCALE NPDES WDID 8 33J300561
#
MARK REVISIONS APPROVED BY DATE BENCH MARK CER77RCA77LW PREPARED BY- DESIGNER:
ELEVATION: 1400.873 DATUM.•NA VD 19 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W1)H THE QPR OFESS/gV,gR A.J. CITY OF LAKE ELSINORE sHEEr 2 ,,\
DA7E., 1970 APPROPRIATECOND177ONSOF DEVELOPMENT AND/OR CITY AND ���o�T �Z STUART ENGINEERING DRAW
RIVERSIDE COUNTY DESIGNATlav: E-14-70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE c+ 7525 ME7ROPOLITAN DRIVE STE. 308 GRADING PLANS FOR:
m SAN DIEGO,CA 92108 619 296-1010 QU 7
DESCRIPTION: Z.7 MILES NORTHEAST ALONG RAILROAD CANYON cP No.27232 ( ) M.R.B.
ROAD FROM THE IN7ER5ECR0N OF RAILROAD CANYON ROAD AND ,(� E., 3-31-07 FAX(619)296-9276 email:se®stuortengineering.cam
STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD �/\ iL5 u * * DAB` CANYON HILLS MARKETPLACE S"��
CANYON ROAD,6.0 FEET SOUTHWEST OF POWER POLE/ ROBERTGMOEHLING,�Nj630,56 A s�yrf o�rP � 6NO.: PA3 & PA4 TRACT 30496 FILE NO
1853732E, 1.0 FEET NORTHEAST OF A MARKER POST,A BRASS /o f �� doa No•.
OF CAL\
DISK SET IN THE TOP OF CONCIRf1E POST E-14-70 C1Y OF LAKE fLSINORE STUART P£AL&R.C.f.N0.27232 DARE 248_04_03
AS QUILT -�
3• I
1.5 1.5' I I 7250 TW 8 O
6•AC BERM
N
5'AC WALKWAY J C
1 1/2•
J ! � m
560—C-325O I
6 SECnay A-A CONCRETE 40 �', 68.87F72.50 GNO SCALE .. 74.20 TW
68.87 FG
74.20 7W
68.87 FG
75.20 TW
74.04 FG
CONC.5' SIDEWALK RET. WALL I u RET. WALL 14
'� PER CITY OF LAKE
CONC. CURB&GLITTER j RAILROAD CAN N ROAD • - - RAILROAD CANYON ROAD BUILDING o Au S>n"a I� ' BUILDING
2X BUILDING DIWSION
f 21 SLOPE WALL STD.DW.
RETAINING WALL 12 _.._ 7270 TW
a I 68.20 1F
- - FIT ,
cavc. cuRe
i; � � 7220 FG'
SEcnON C—c F
NO SCALE �� S - /
ILL
7oso Tw
6tt20 FG '�
74.0 TW' L 8 o D
69.70 Z
AC PAWNC DRI �\ 75
VEWAY _
3 co
Z.•1 SLOPE '` =L.ao-c m
LONG 5' SIDEWALK �.', I I I- i / 7 z m
n
-- �� zcnav D-D 5 6 - 4 70NO SCALE
,_PET
CITY OF
2:1 EXIST. SLOP BUILDING DIN 6 I I SEE WILL 11of
_ --
_._. -_ PER CITY OF LAKE E15TNORE
y; BUILDING LNWSTON WALL STD.DNS
I I —46 O — — — — — RAILROAD CANYON ROAD \'
2.•1 SLOPE I
Mcnav E-E
NO SCALE
—4--
HANDRAIL PER ARCH.DOGS
-------------
T
OETAIL HT 2
TOP Of WALL I RETAINING WALLS f,��DETAX N
PER PLANS
RAMP12ANDING — ��Wqu FINISH PER ARCH.DOGS RETAINING WALL �{1 DETAIL RETAINING WALL !2 DETAIL 1•-2D z W czi
1•=f0' 1•=f0'
PLR CITY OF LAKE ELSINORE 3 i N C
BUILDING DIWS/ON WALL STD.DW. m
SK W
c� ry m
P� iS
SECnON F—F
NO SCALE
NPDES WDID # L9 33J300561
MARK REWSIONS APPROVED BY DATE BENCH MARK COMMA PREPARED BY DESIGNER:
£L£VAT70N.• 1400.873 DATUM: NAM29 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE O77H THE APROFESS/aVg7 A.a CITY OF LAKE ELSINORE SHEET 3
DATE.• 1970 APPROPRIATE CONDIDOIVS OF DEVELOPMENT AND/OR CITY AND S y1 T Fy STUART ENGINEERING DRAWN:RIVERSIDE COUNTY DLSLGNAT70N.- E-14-70 STATE LAWS AND HAVE BEDV FOUND ACCEPTABLE ti 7525 METROPOLITAN DRIVE STE.308 GRADING PLANS FOR:
DESCRIPDON.• 2.7 Ml[LS NORTHEAST ALONC RAILROAD CANYON ca No.27232 m SAN DIEGO, CA 92108(619)296-1010 M.R.B. OF 7
STALE IGHWAYY£71, 22..0 FEETNORTHWEST OF RAILR ADD AND 7 iS OS * Exp.3-31-07 �a FAX ,619)296-9276emoikse®stuortengineering.com o�n•:: CANYON HILLS MARKETPLACE SWEETS
CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE 1 ROBERT MOEHUNG,ROE N� DA yr ,y ��e �. .0 6-24-05 PA3 TRACT 30496 FILE NO.
1853732E, 1.0 FEET NORTHEAST OF A MARKER POST,A BRASS CITY ENGINEER ��� '� P OF cAUFo .ae No.:
DISK SET IN THE TOP OF CONCRETE POST E-14-70 CITY OF LAKE ELSINORE SMART PEACE,R.CE.NO.27232 DAIF 248-04-03 -
AS BUILT 5
I -----
2 CANYON
4 �51:4B �S HILLS ROAD
40.B0'-8'PVC O 13.90X
0>L76.Q°S V=
® _ 4211'�,p 133E FPS 5 .__
N N 0-4257�FSR O 27FPS C, 5 6
a,6.9824•RGP O 2.55X 7
R=1942.00 L=101C2g_d5°56 J9' V12..33FpS
36.11 FCR PUBLIC/MP V£MEN75 Ste- 9
RO
�• f' T 1 N 55°21'37• y
/ W JO
S1UB i
ffti✓ l£4398 / 1 -Z S(LW£ b b w ` 8 p
40 20 0 40 80 1 W 1 \6 _ - 4B6.06' n�5 0� ,:1j /1 +4�j1'"`` o D
SCALE IN FEET IIII Ll 51.83 {n36'al/P
O II II^ 'n O off` V I I �•'ri 46.1/.E ST83 \� I( R>1545.DO `\'.:
LEGEND: SYMBOL ¢o QC 5+2 g$ I a o � 49.8 F.G, 1 e o LI O " ° [-p81.6 1 r� - R g C
ON EXIST. CONTOUR aIILt I �-'� Q �� II II I I �` I 1Jr 360'MPRISER 1po?6' 6' z W
O a� mom 018.00X 3 mp
- -- Q.{n �{
EXIST.ELEVATION (560.00) C.`� I ry N ro II I I a 6^CI \ �Zu ry
PROPOSED CONTOUR _550- 5136 `'� I :$ ?$ S k F s u. I J IE 45.94
CUTIPLL LINE �'��'~ Z + NI I� g o W N 52.1 HP W / H I 19 5 SEDIMENT 1 i II
FILL SLOPE-2.•1 MAX. Z�'= O Q �• M 6 �n II, 51.60 `� - - J .52• BASIN�/2 � �i. .� I act //
CUT SLOPE-2.•1 MAX. �- --- W / - JIB - - V=9,000 CF ti r�yr r '$.
12'FREEBOARD ' ji
BROOKS 2424 ca. OR C.O. (PVT) = 1424
=
BROOKS 3636 CB. OR CO. (PVT) = =_ V J ffi 1_ -5/ \� �k. 41 k-II3'i 5 3�1 -� 0- - S2'°Q__. iG 1 52 5 3 ?1 �yi-•r--�t - 3 - I; - rI /
1E-45. /
BROOKS 4848 C.B. OR C.O. (PVT) _ _ +. .y n I
MANHOLE NO. 4(STD.DWG.MH254) _ _ I 5 1 5 '�o� 5+ SEE DETAI L .2
I"I SEE DETAIL k \ 1
CATCH BASIN N0. 1(510.DWC C6100) -� Q •� SHT. 3 •� "q�� �;+ 52
MODIFIED CATCH BASIN NO.. 4 STD.DWC CB101 �- Q `lr m / �• !i i�'
( )
AINCRON STRUCTURE NO.1(JS 2127) O $11,� I BORROW SITE FOR
PVCACP STORM DRAIN(PVT) _____ O m I .
6' CURB a GUTTER PER DETAIL SHT.1 53
all LOT LINE(TYP.) PHASE 1 GRAD/NG ,II 1,lil
6' CONC CURB PER DETAIL SHT.2 o o N ^ r I
RETAINING WALL PER PLANS ® a - APPROXIMATE AREA IJ I
TO BE GRADED
HIGH PANT H.P.
TOP OF WALL/BOTTOM OF WALL ELEVATIONS 550.0 BW
54
TOP OF CURB ELEVATION(ABOVE LINE) 560.00 D
FINISH GRADE EL£VA77ON(BELOW LINE) 559.50
�6 -
TOP OF GRATE ELEVATION T.C.
INVERT ELEVA7ION l.E. I ®. ®--®-. -.. - _ ,�, \ � ` I o C
FLOW LINE lE 5b -� -� '`' r 5b.2� '.S• Jp I
m
REDWOOD HEADER _ROWD. HDR_ I; ? m
i
PRO,ECT BOUNDARY ---- wl ^I a1 1• ' KN W S f I I "6 i�1/ 1 III
F 1 .
LOT LINE w IIy���! k •moo
CONCRETE APRON PER DETAIL SHT.2 S $II �� �� �� C� FF=56.50 11 ONE�� 56 (.�('(����I�� '
BROW DITCH PER DETAIL SHT.2 5p
VEGETATED SWALE PER DETAIL SHT.2 I W S 1 �• I 1 %'
1 a1 II
a o
� � 57.17
36' CMP RISER PER DETAIL SHT.1 h 51.E k ; 45 N i j , e
GRAVEL BAGS1117BER ROLLS(MEMOD/PRODUCT 70 BE oa oa000 50� 57 h g _ 2 i If 56.50
DETERMINED BY OWNER/CON7RAC70R) 5j5p o f 1• p f f OO
STABILIZED CONSTRUCDON ENTRANCE/£X1T
SILT FENCE �-�-o- o, �! /(�` 51 hl 51• ? ak ,� 14 ' ry------ -- k5--------�p5
SEE DETAIL 1 f 0.00'-24'PVc O 1.00X - 4s �' �• I'J� I cl.
4+ SHT. 3 y0 \�, 0=20.87 CFS V=9.20 FPS
NOT: ADD 1400 TO ALL PROPOSED ELEVATIONS 1' 5 --- _--- _ _a/6 v `', g E
lR IE 1 1 o/f49.50'�b18'O 1.00X k 0 1 B, 0 \¢• d'
b ■ \•a o /
0 56SL
.97 c 1 v ;
5b� 1 �
__ 1 1 *a r r
h �•>r � �T' 0=5.24 CF5
•.�? 4- F, 1 �S V=6.5J FPS ' 0 - - s✓ H C3
a--u-n� h E
CONTRUCTION NOTES SYMBOL I i,I' W c : .,- <-'°- r`-"� # SEE SEC 7ONsoR zj o --
_ �o D
aICONSTRUCT CATCH BASIN(00100)
v c7
5aCON57RUCT MANHOLE1(MH 151) N o N C
3636 ,.__ 2 - '' t< W
f0 CONSTRUCT ORATE INLET(BROOKS 3636) '
11 CONSTRUCT CRATE INLET(BROOKS 2424) 2424
I I11\ 5996
--
14 CONSTRUCT 24' PVC ----- ` o55 ?e?y 79.56' ° 48'w
I ti� ��1 _ a N 66 17 9 W 32 /
15 CONSTRUCT 18' PVC ----- I �'l, a° i. 1 N 73
16 CONSTRUCT 12' PVC ----- ^ 23231'
----- � N 65°04'30'W �.--
17 CONSTRUCT8' PVC ----- 251.52
I
18 CONSTRUCT 36'CMP RISER N 54-18'OS'W� /
��//� /
19 CONSTRUCT 14' RCP =____ 21,T64• -N 71°.18 08 W NPDES WD/D # 8 JJJJ0056 1 '
MARK REVSIONS APPROVED BY DA7E BENCH MARK C&77RCA110N PREPARED BY., DESIGNER:
ELEVA7I0N.• 1400.873 DATUM., NAM 19 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W17H THE QpOFESS/OA, SHEET 4
DAM, 1970 APPROPRIATE CLWD17701VS OF DEVELOPMENT AND/OR C17Y AND �° �p3�T q�F STUART ENGINEERING Ad CITY OF LAKE ELSINORE ,
RIVERSIDE COUNTY DESIGNA770N: E-14-70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Zc 7525 METROPOLITAN DRIVE STE.308 DRAWN:
DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON c� No.27232 ( ) GRADING PLANS FOR: 7
m SAN DIEGO, CA 92108 619 296-1010 M.R.B.
ROAD FROM THE INTERSECON OF RAILROAD CANYON ROAD AND f K �1i� 7 /8 05 * Up.3-31-07 * FAX 19)296-9276 emaitseOstuartengineering.com DATE, CANYON H/LLS MARKETPLACE SHEETS
STATE HIGHWAY 71, 122..0 FEET NORTHWEST OF RAILROAD
CANYON ROAD,6.0 FEET SOUTHWEST OF POWER POLE/ ROBERT MOEHUNG,RCE N�. 6�056 DA sy �P �_�A a 6-24-05 FILE NO..
1853732E, 1.0 FEET NORTHEAST OF A MARKER POST,A BRASS CITY ENGINEER �/j%°� OF CA\-1F T' N�•� PA4 7RACT 30496
DISK SET IN THE 70P OF CONCRETE POST£-14-70 CITY OF LAKE ELSINORE STUART PEACE,R.C.E. NO.27232 DATE 148-04-03
AS BUILT I -n
LEGEND: SYMBOL LEGEND: SYMB
EXIST CONTOUR TOP OF CRATE ELEVATION '.C.
EXIST.EL£VA RON (560.00) INVERT E fVA77ON L£.
PROPOSED CONTOUR --560- FLOW LINE g
LL LINE Z� RDI1D.HDR.
FILL S 1.FILL SLOPE- •1 MAX. REDWOOD HEADER . -
CUT SLOPE-2:1 MAX. PRO/ECT BOUNDARY ----
2424 LO7 LINE
BROOKS 2424 CB. OR CO. (PVT.) �- CONCRETE ON PER DETAIL SHT.2 �'
BROOKS 3636 C.B. OR CO. (PVT.) 3 BROW H PER DETAIL BHT..1 �- a >
4848 ` a D
•£ 167.46 N y$° BROOKS 4848 C.B. OR C.O. (PVT) 0-- GETATED SWALE PER DETAIL SHT.2 J a N
N 20° g?s E MANHOLE NO. 4(SID.DWG.MH254) / 36' CMP RISER PER DETAIL SHT.2
11>,,Tj, CA7CIl BASIN N0. 1(STD.DWG. C8100) GRAVEL BAGVPBER ROLLS(MEWO0/PRODUCT D z
MODIRED CATCH BASIN NO. 4(STD.DAV. C3101) TO BE DETERMINED BY 0NER/CON7RACTOP)
JVAIC770V STRUCTURE N0.2(JS 2227) STABILIZED CONS7RUC77ON ENTRANCE/EXIT O7
A PVCAC'STORM DRAIN(PVT) SILT FENCE o 0 o- N m m
Oh - 6' CURB&GUTTER PER DETAIL SHT 2
�q z 6' CONC. CURB PER DETAIL SHE.2
0 _
RETAINING WALL PER PLANS
HIGH POINT �� H.P.
a
. TOP OF WALLA O OF WALL ELEYADONS 550.0 BW
- 70P I RB ELEVATON(ABOVE LINE) 560.00
3. a
N 18°59'33'E NISH GRADE E7FVAl70N(BELOW LINE) 559.50
.E 14p1, 7&55
N 15.11
1 CONSTRUCT CONC.� -TO MAKE POS177W FC 1y�O3 _
<,
PRIVATE STORM DRAIN ESMT. AC BERM - AC RFRM
PER DOC NO. �'�•� 8p61 19 _ s
REC. Q ®1.7X -�_ 6'CURB
12"w P o �0 �.w 1 �k 1� o ��
0^ g�• do ®a o� �y3? �. 1 ��j ��. a 6• 0 1h ® C T;�� ��l'n_ \� %•!� ���
De do 79 c II Frf f \\ � �/"'\ j 7J
6' CURB 'M6I77q � �G
P � '•4•c P"° CUR \` o
chi k - g0 76.18 ` fie, flg7� B7'Y(E' :Tj. \-�'`> v a o
? �r
b� 16• 6' CURB 'T T P N25°29'00'E 157.00' �_.�/�i �� ❑
3 s e 1g DA AC.PVMT. 1 1b 76.26 7594 d� a - ? Jr N si° Z
12'PVC O 1. RDWD.HDR. W� 1 'ly °O9' _ �\' i,1 C
TO=-3.13 CFS V 7.5f = s ®a■ k y a 4 59 7°i6 / _.- ,a, ,.�-�" co
LOT LINE(Tm.) jpP- pp ° •-'•" - _�`� m
`� 1 1 1ryb 215'-8'PVC O 1. a - 6 WALLS/3. IE '� -'a.c f9 D
•o Z � 5� OOKS 2424 N -I ,n `� SEED 6' CURBS? - IN
� \`�
"c TG79 2424 TG 74.5 �.i o, p5
e'9i,n`rq /f 7 50 IE 72.7350.
ci VEGETA7ED SWALE
w_ EXTEND BROW DITCH 1 '1 •ll c� d y p I Z w GS h� PER DETAIL, WIT 2
m� TO CONC APRON �5`Nc \E 1 6 a• >:1 1 h Li:. 8 �S•fb ry� �N� :P 8'
�SP�pM� c ®a p I-Z I w, v� a I BROOKS 4848 W 6' 1 k I J n �I I m p6 ` „� ARP v F bg3 ti
• ,yb TG=74.00 y
2 \
S I - 95.99'�12'PVC 2.46X 16;5� �b , o v ?. 9 p 1 Q�.j1'11 1 h j ,S£9 �p vn $ BROW Dl7LYl.� `
Q� k 0=383CFS V=9. FPS 9O -o a a .� - '�• - - --55.92 CFS V=1524 FPS y•11 1 E o b1 '�,� �, 0 Iv y PER DETAI
123.14'-30'PVC O 1.66X �'' b FP I N 91 5 1 y��,- S - SHT 2 - ~
^•24' f a o 5 CO.PER �c 75 - - 0-5592 GS V=1S23 fPS � �' 277.45_�36 PVC O 2.00X 0=_ - - ,y) _... `
56 4t) 1• L. \
P 0 2OOX n DWG.MH251 - / j4 - _ - - - _ - --- - - EXIST 36' RISER 0�- 1 54
lE 64.02 1- -_-d--- - 1O REMAIN ■ 45. y�• 1 g���kpp} -
1 SIGN PER
P ANS o 46. 1�E 3 \
-- LLLJJI
N 27°53'57E 37802' �� 2
- PRIVA7E STORM DRAIN ESMT. q _ --
PER DOC.NO. N 17°06'03'W �� 1q. . �0 N cD -: 156.24 24 PVC O 2X �� -- - - a Q� o- 0-69.25 CFS 1 200X _-
REC. 1838' 'Zo..47 CFS V=12.94 FPS ,� a =10.77 FPS ��1�0-14.31 ! S \
25.32.12'31'W 27° 'S7'E N T07'£ �% V-7.30fPS,�
N 27°53'5T E _ -- 84. 18. " 14Y
54.00' 'N 72°53.57'E - RAILROAD CANYON ROAD `` 1a058`
t838 __ � m A
115 ]16 117 '.=.--I '---...-- 118 - 119 - 120 121 122 123 124 ® 125 0=0.88\a1-64 FPS ' 7❑7
126 m o
Z
GI
t _
oa C
CONTRUCTION NOTES r_ 1e.
O) -CATCH BASIN N0.1(CBf CONTRUCRON NOTES GPI' N m
4848 CONTRUCTION NOTES
2aCONSTRUCT CON CR APRON PER DETAIL WHT 2 Op 9&CONS7RUCT GRA 7E INLET(BROOKS 4648) �-
3aCONSTRUCT CRETE BROW DITCH PER DETAIL SHT.2- _�� f0 CONSTRUCT GRATE INLET(BROOKS 3636) 3 f5 oNSTRucr 18' PVC = = NOTE.' ADD 1400 TO ALL PROPOSED ELEVATIONS
4&CONSTR MCOIFIED OURS INLE7(PER DETAIL SHT 2) &CoNS7RUCT GRATE INLET(BROOKS 2424) 2424 - 16 STRUCT 12' PVC = = 40 20 0 40 80
& UCT MANHOLE/1(MH 251) (11 ONS7RUCT 36' PVC = = &CONSTRUCT 8' PVC
66 S7RUCT MANHOLE/4(MY 254) 13 STRUCT 30' PVC = = SCALE IN FEET
CONSTRUCT JUNCRON S7RUC7URE 11(JS227) -_ -_ 14 0NS7RUCT 24' PVC _ _
O8-CONNECT 36' RCP INTO EXIST.RISER&SEAL NPDES WDID 8 JJJJ0056 9
WITH CONCRETE MORTAR AS NECESSARY
MARK REVISIONS APPROVED BY DATE BENCH MARK CER77RCA17LW PREPARED BY., DESIGNER'
ELEVAROW 1400.873 DA7UM.- NAND 29 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE W TH THE QftpFESs/pA, SHEET a5 ----
y y STUART ENGINEERING DRAWNA.L CITY OF LAKE ELSINORE
• 8 Yb DATE: 1970 APPROPRIATE CONDIRQVS OF DEVELOPMENT AND/OR GTY AND �`�� TkF
RIVERSIDE COUNTY DESIGNARON.• E-14-70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE t c SAN DIEGO,CA IMN RIVE STE.308 GRADING PLANS FOR• .r
DESCRIPRON:2.7 MILES NORTHEAST ALONG RAILROAD CANYON No.z7232 (619)296-1010 M.R.B.
ROAD FROM THE/NTERSECRON OF RAILROAD CANYON ROAD AND ss // v ��/ �. EN 3-31-07V X(619)296-9176 emcR.-se.Iuarlengineering.c=
STATE HIGHWAY 71, 111.0 FEET NORTHWEST OF RAILROAD �i 'l ��/ 7.b -s * * °A�` CANYON HILLS MARKETPLACE OF W"�
CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE/ ROBERT MOEHLING,ROE ND. 63� DA7E 'P�q 2P �JA
6-24-05 FILE NO..
1853732E, 1.0 FEET NORTHEAST OF A MARKER POST,A BRASS CITY ENGINEER 6X,-G/3�ob pp CAUXFC� 4-7-Q--AS No, PAJ TRACT J0496
DISK SET IN THE TOP OF CONCRETE POST E-14-70 Og1E R
CITY OF LAKE ELSINORE S7UART PEACE, RC.E.NO 27231 246-04-03 r
,, I .s� a4r 11a� T.
N
LEGEND. SYMBOL �—
EXIST. CONrOUR
EXIST.ELEVA770M (560.00)
PROPOSED CONTOUR
—ate—"—P CANYON 40 70 D 40 BO
cur/Flu LINEF 2
FILL SLOPE-2:1 MAX. =r= - 3 H/1LS
Z.• SCALE IN FEET \�
�--�� 4 ROAD CUT SLOPE- 1 MAX. '� —_ _
BROOKS 2424 OR C.O. (PVT.) 2— 4 N - 5 D C.B.
3636 6
4648
BROOKS 3636 C.B. OR C.O. (PVT.) $m Z
$z
BROOKS 4848 CB. OR C.O. (PVT.) - � � 2_ - 6T
MANHOLE NO. 4(STD.DWG.MH254)
CATCH BASIN NO. 1(STD.DWG C8100) 46 .. g\ " 'f g -- - ` a �
. OAYCIfHT 48�7.MODIFIED CATCH BASIN N0. 4(57D.DWG.CB101) —�— ✓,,, AS --. 10 / �`'^ ^'z m
JUNCTION S7RUC7URE N0.2(JS 2227) T � '\' \, _. --�'—p4a-2.i s[oPE A
PVC/RCP STORM DRAIN(PVT.)
v •
6' CURB&GU77ER PER DETAIL SIT 7
6' CONC. CURB PER DETAIL SHT.2 ,' - I II — -L/- _ _ _—�_ _ —.47 ,� �•,J
RETAINING WALL PER PLANS ® Q 36' CUP RISER 48 ,'\ STABILIZED CONS7RU
I ;-:: r NIRANCE/fXIT(TTIP.
HIGH POINT H.P. Q SEE DETAIL SHT.2 LI ESE£DETAIL SHT.
O SILT FENCE(IYP) Z o ,— k
TOP OF WALL/80170M OF WALL ELEVATIONS 550.0 BW I _ Q o 49
TOP OF CURB ELEVATION(ABOVE LINE) 560.00 50 - 36'CMP RISER
SEE DETAIL SH T 2 ,—GRAVEL BAGS(T P.)
FINISH GRADE ELEVA77NN(BELOW LINE) 559.50
70P OF GRATE ELEVATION TG. Z h ..ICI 51 SEDIMENT )\
``
INVERT ELEVATION LE. O .... \� �� — _�— — :; - BASIN 12
12"FREEBO
FLOW LINE ARD
REDWOOD HEADER _ROW.HDR. Zsr �_-� I.. _ - AVa BAGS(IYP.)
PROJECT BOUNDARY
LOT LINE
5 GRAVELBAGS(rYP.)
CONCRETE APRON PER DETAIL SHT.2
5�
BROW DITCH PER DETAIL SIT 2 .Q� CON7RACTOR TO DIRECT
,,� S7ORM W47ER TO SEDIMENT j
` a 1
V£GETAI&!SWALE PER DETAIL SHT.2 �''7 O __.. I L._.-. - - -
BASIN f 2, SEE SWPPP FOR
_ MORE INFORMADON b/ ,; �1 j,' �o D
36' CUP RISER PER DETAIL SHT.2
5 5 �I711� Z
GRAVEL BAGS/FTBER ROLLS(ME7H00/PRODUCT �000 cmoo Q
70 BE DETERMINED BY OWNER/CONTRACTOR)
STABILIZED COYSTRUCDON ENTRANCEIEXIT _ C
II �� a
SIL �
T FENCE o o-��
f CONTRACTOR 70 DIRECT ... - f I it. ! m(1
ill STORM WATER 10 SEDIMENT
W (�
BASIN/1,SEE SWPPP fCR 54
0 0 MORE INFORMATION
__�---��
56
I
' --C6 �L
II � I
------------
a
56,
-° _— -- -- ---- — - i 1 - z
z
a �� SILT FENCE(1YP.) r �' �� N C
mot— hl--��
03
GRA BAGS(TYP.) ---rr—'u—.rf---rF---rf-�-r -;1 "'z mM
2—
f.� DAYLIGHT LINE(TIP) `\ s- '✓ __
i
NPDES WDIDE 8 JJJJ00561 j
MARK REVISIONS APPROVED BY DATE BENCH MARK CFR77RCA7I0N PREPARED BY DESIGNER:
ELEVADON.• 1400.873 DATUM.- NAVD 79 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W77H THE Q(toFEssl�,
DATE* 1970 APPROPRIATECONDIRONSOF DEVELOPMENT AND/OR CITY AND ��°�,,rRT �Fy STUART ENGINEERING DRAW
A.J. CITY OF LAKE'' ELSINORE SHEET 6
RIVERSIDE COUNTY DESGNA7/0V: E-14-70 STA7E LAWS AND HAVE BEEN FOUND ACCEPTABLE 7525 METROPOLITAN DRIVE S7E.308 EROSION CONTROL PLANS FOR:
DESCRIPTION.•2.7 MILES NORTHEAST ALONG RAILROAD CANYON No.27232 m SAN DIEGO, CA 92108(619)296-1010 M.R.B. OU 7
ROAD FROM THE/N7ERSEC110N OF RAILROAD CANYON ROAD AND //JJ ��JJ �� �/ ,��/J or Exp.3-31-07 z FAX(619)296-9276 email.se®stuortengineenng.cam
EM
srA7E HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD /<i-G -11/� /�/ ,� 7 /8 as ,t * O IiLCG�'{ °A�` CANYON HILLS MARKETPLACE s"
CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE I' ROBERT MOEHUNG,RCE NO.63056 C DAB `r�9 I p�P z 6-24-05 FILE NO.
1853732E, 1.0 FEET NORTHEAST OF A MARKER POST,A BRASS CITY ENGINEER 6xp C,/3/06 OF CAOF° � JOB No.: PA4 TRACT J0496
DISK SET IN THE 70P OF CONCRETE POST E-14-70 CITY OF LAKE ELSINORE S7UART PEACE,R-C.E-NO.77232 DATF 246-04-03
AS BUILT A
40 20 0 40 80
SCALE IN FEET p
33
SCP�E;1*'k� C3
vz m
.. A VE2 BAGS(TYP.)
_ �--• ..
17
)C,
z
GRAVEL BAGS
aRAM BAGS
CONNECT•� e a� ® �
\\ --
STABILIZE�COFIST. _ • 1 M -- "'� "^\
EN IRA /EXIT(IYP.) .. CLEANOUT(TYP.) _— _--- - i ���'••.,
SE fTAIC SHT.1
CLEANOUT ..-
---- d ST.GRAVELBAGS)D
EXIST. GRAVEL BAGS TO STAY IN PLACE Ct',:
_STAY IN PLACE
-ti 11 AM BAGS(TIP.) 47 - --- ------
a2 �
RAILROAD CANYON ROAD
115 116 ._ 117 118 119 120 121 122 12J 124
SEE SHEET 6
LEGEND. SYMBOL LEGEND. SYMBOL LEGEND. SYMBOL a
EXIST CONTOUR 6" CURB&GUTTER PER DETAIL SHT.2 LOT LINE E V z
EXIST.ELEVATION (560.00) 6" CONC. CURB PER DETAIL SHT.2 CONCRETE APRON PER DETAIL SHT.1 O a z N 0
PROPOSED CONTOUR _560-- RETAINING WALL PER PLANS ® BROW DITCH PER DETAIL SHE.2 —� ! ; z
CUTAFILL LINE \ I q
HIGH POINT H.P. VEGETATED SWALE PER DETAIL SHT.2 v J
FILL SLOPE-1.•1 MAX. r= 560.0 TW 36" CMP RISER PER DETAIL SHT 2 1 N i m
TOP OF WALL/BOTTDM OF WALL ELEVA77ONS
CUT SLOPE-2.•1 MAX. 2424 550.0 BW GRAVEL BAGS117BER ROLLS(ME7HOD/PRODUCT mocm000coco I S7
70P OF CURB ELEVA770N(ABOVE LINE) 560.00 TO BE DE7ERMINED BY OWNER CONTRAC70R
BROOKS 2414 C.B. OR C.O. (PVT.) �- � )
BROOKS 3636 C.B. OR C.O. (PVT)
3636 FINISH GRADE ETEVA77ON(BELOW LINE) 559.50 STABILIZED CONS7RUCI7ON EN7RANCEAXIT
�
BROOKS 4848 C.B. OR CO. (PVT.) — TOP OF GRATE ELEVA7ION T.C. SILT FENCE
MANHOLE NO.. 4(STD. DWG.MH254) E3 INVERT ELEVA770N l.E.
CATCH BASIN NO.. 1(S7D.DWG. CB100) FLOW LINE — g
MODIFIED CATCH BASIN NO. 4(SID.DW. CB101) --$-- REDWOOD HEADER RDWD.HDR. WV ID S7RUC7URE NO.2(JS 2227) PROJECT BOUNDARY ———— NPDE$ /IU/D # 8 33J300561
PVC/RCP STORM DRAIN(PVT)
MARK REVISIONS APPROVED BY DATE BENCH MARK CER77RCA77ON PREPARED BY., DESIGNER:
O
ELEVATION.• 1400.873 DATUM: NA VD 19 THESE PLANS HAVE BEEN RfVIEWID FOR COMPLIANCE W17H THE FESS/oQP C1'q! A.J. CITY OF LAKE ELSINORE SHEET 7
DATE.• 1970 APPROPRIATE CONDI77ONS OF DEVELOPMENT AND/OR CITY AND �� 7 Pe F - STU AR T EN GI N EER I N G
RIVERSIDE COUNTY DESIGNA7I0N: E-14-70 ST47E LAWS AND HAVE BEEN FOUND ACCEPTABLE � 5 �" yc 7525 METROPOLITAN DRIVE S7E. 308 DRAWN:
DESCRIP770N.•2.7 MILES NORTHEAST ALONG RAILROAD CANYON c� No.27232 ( ) EROSION CONTROL PLANS FOR: 7
m . SAN DISCO, CA 92f08 619 296—f0f0 M.R.B.
ROAD FROM THE INIERSEC710N OF RAILROAD CANYON ROAD AND Ezp.3_31_07 X(619)296-9276emcihse®stua tengineen.ng.cam OF
STALE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD � -�K -7 1s o-1 * * °"'� CANYON HILLS MARKETPLACE '
CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE/ R08ERT MOfHUNG,RCE N0. 63056 DA7E 9r y �2`P 6 NO, FILE NO.
1853732E, I'0 FEET NORTHEAST OF A MARKER POST,A BRASS CITY ENGINEER ex,'m/e F OF CAUfO " ""_°/G"•G..�� I�."'����� .�Nu.: PA3 TRACT 30496
DISK SET IN THE TOP OF CONCRETE POST E-14-70 CITY OF LAKE ELSINORE STUART PEACE,R.C.E.NO..27232 DATE 248-04-03
AS BUILT �