HomeMy WebLinkAboutTR 31706, -1 & -4 PGP Bridegate at Canyon HillsGENERAL NOTES
1. ALL WORK SMALL BE DUNE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES NO. 801 AND 802
AND APPLICABLE STANDARD. . ANDAND SPECIFICATI DNS AND THE LATEST EDITION OF THE C.B.0 APPENDIX CHAPTER 70.
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION.
3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIESMPANIE5 AND U.S.A. ALERT
1- 800- -227 -2600 48 HOURS PRIG R TO GRADING.
4. THE CON'T'RACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OFBEGINNINGGRADINGOPERATIONS.
5. DUST SHALL BE CONTROLLEDOED BY WATERING OR OTHER METHOD: S YAPPROVEDVB THE CITY ENGINEER.
6 CUT SLOPES. SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND
SHALL BE SHOWN ON THE PLAN.
7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL
BE SHOWN ON THE PLAN, AND SHALL HAVE LESS THAN 90 %: RELATIVE COMPACTION OUT TO THE FINISHED SURFACE.
8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED FIVE LAYER
A.S.T.M D- 1557 -02 TEST METHOD.
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING
INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL.
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS
APPROVED BY THE SOILS ENGINEER.
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1A" PER FOOT FOR A
MINIMUM OF 3', THEN 1% (MINIMUM) TO FLOW LINE OF EARTH SWALE.
12. MINIMUM BUILDING PAD AND DRAINAGE SCALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS THAN 10',
AND 2% IF CUT OR FILL IS GREATER THAN 10', DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5' DEEP AND
CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
13. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OF OVER 5' HIGH.
14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 -YEAR STORM FLOWS ALONG THE TOP OF ALL CUT SLOPES.
15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL
SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS
OF THE SOIL
17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FILIAL COMPACTION REPORT BY A SOILS
ENGINEER SHALL BE SUBMITTEDMii'ED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS.
18. THE SOILS ENGINEERING INVESTIGATION PREPARED BY PETRA GEOTECHNI CAL INC., .DATED MARCH 17, 2010 AND THE ENGINEERING
GEOLOGIC INVESTIGATION PREPARED BY PACIFIC SOILS ENGINEERING INC. DATED JULY 2, 2007.
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. EV ON.
WHERE SPECIFICPECI ELEVATIONS ARE :REQUIRED, THE=,. ELEVATION (WITH RESPECT TO DEAN SEA LEVEL ) SHALL BE GIVEN.
IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED THE ACTUAL ID STANCE ABOVE THE
ADJACENT GROUND SHALL BE GIVEN.
20. ALL PROPERTY CORNERS SHALL BE CLEARILY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF
ANY CONSTRUCTION /GRADING.
21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE
BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
22. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEANED KEYED AND
BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED 81( A REGISTERED SOILS
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED.
24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES:
A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKIrILL OF ALLUVIAL COLLUVIAL AND
TERRACED AREAS AND ANY SUBSTRUCTURES.
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE- COMPACTION BENCHING AND FILLING PERATI - O OHS.
C. DURING INSTALLATION OF BUTTRESS AID CANYON SUIT- DRAINS AND FILTER MATERIAL.
D. WHEN ANY UNUSUAL. GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.
25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12 ON CENTERS OR ANOTHER
APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED
WITH APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED AT 10, ON CENTER; TREE
20 CENTER, ON C R, COMBINATIONS 15 ON CENTER SLOPES OVER 3 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION
SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C.
26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING THE GRADING PROJECT.
27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON
AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK.
28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS.
29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION.
32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF
3 FEET VERTICAL WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING Alit SHALL BE IN ACCORDANCE WITH 1. ORDINANCE NO. 882 'PRIOR TO THE APPROVAL OF FINAL INSPECTION.
33. ANY CONTRACTOR P
2'
RA PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES: RESULTING DIRECTLY OR INDIRECTLY FROM HIS
OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS
34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, PRIOR TO
ROUGH GRADE APPROVAL. 3.
35. APPROXIMATE DATE: BEGINNING OPERATION- 4/2010
COMPLETION - 4/2012
37. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN,.3" WILL BE PLACED IN 4.
FILLS WITHIN ROADBED AREAS OR. 3' OF FINISH GRADES S
UNLESS THE LOCATION, MATERIALS AND DISPOSAL
METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 5.
36. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. 6.
38. A GRADING PERMIT WILL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT.
39. THE SITE HAS OBTAINED A NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE Z. MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES.
40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN
B. EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE.
NPDES PERMIT #WDID NO. 8330357286 DATE ISSUED: 2/01/2010
DARK REVISIONS
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TRACTS 31706,
L LEND OF ABBREVIATIONS &
31706 -1, 31706 -4
L OTS 108, 111 -143,
TOP OF CURB
145 -196, 246 -249
SOILS ENCII EER
BENCHMARK DESCR1PTION
DESIGNATION: E -14 -70 EL. 1400.873 DATE: 1970
2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE INTERSECTION OF
RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD
CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE #1853732E, 1.0 FEET NORTHEAST
OF A MARKER POST A BRASS DISK SET IN THE TOP OF CONCRETE POST E -14- 70.
EROSION CONTROL GENERAL MOTES
IN CASE OF EMERGENCY, CALL LADIO KYTLICA AT (81'8) 266- -2656
THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL WORK AND INSURE THAT
WORK IS IN ACCORDANT UIT P RO V PLANS.
PHILIP D. Dowry
ENGINEER RCE 42038 EX 3 31/12 DATE
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIDES DURING THE
RAINY SEASON (OCT 15TH THRU APRIL 15TH). NECESSARY MATERIALS SHALL BE AVAILABLE ON : SITE AND
STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR
TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER.
ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
EACH WORKING DAY WHEN THE FIVE -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT.
AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM .CHECK BERMS AND DESILTING
BASINS. ANY GRADED SLOPE SURFACE . PROTECTION MEASURES DAMAGED DURING A RAINSTORM
SMALL ALSO BE IMMEDIATELY REPAIRED.
211
m
DWY. DRIVEWAY
N.T.S. NOT TO SCALE SEWER BACKWATER VALVE
BUILDING WITH ARCHITECTURAL ENHANCEMENTS
FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE /I__ A PROPOSED DRIVEWAY
CONCLUSION OF EACH WORKING DAY.
1.
E, EXISTING DRIVEWAY
PLANNING * . ENGINEERING a SURVEYING
T" . Mm, CA 9U:M • Pit ) 583.1= FX (90)
SEAL
EWED BY
NOTIFICATIONS
NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES FORTY -EIGHT (48)
FOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION.
CITY OF LAKE ELSINORE 1-951-674-3125
UNDERGROUND SERVICE ALERT (USA) 1-- 800 - 227 -2600
ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1- 951 -674 --3146
SOUTHERN CALIFORNIA GAS COMPANY 1 -800 -- 427 -2200
SOUTHERN CALIFORNIA EDISON COMPANY 1 -800- 684 -8123
MEDIA ONE CABLE TV 1 -951 -674 -7741
ENGINEER'S NOTICE
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT
THIS REQUIREMENT SMALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL. WORKING, FOURS, AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND .HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER:
2. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED OR FOUND ON PUBLIC 'RECORDS ARE INDICATED WITH THEIR ER
APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE
IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES
RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC
RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT
THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK.
3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO
OR USES OF THESE PLANS. ALL CHANGES TOO THESE PLANS DUST BE IN WRITING AND MOIST BE APPROVED BY THE
PREPARER OF THESE PLANS.
4. QUANTITIES SHOWN ON THESE JPLANS • ARE -PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING ALL `QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION.
PRIVATE ENGINEER'S NOTE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS IS
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NOT EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS;
SOILS ENGINEERS CERTIFICATE
WE %I REPRESENTING PETRA GE"OTECHNICAL INDICATE THAT RECOMMENDATIONS CONTAINED
IN REPORTS PERTAINING TO SOILS ENGINEERING CONDITIONS ,€SAVE BEEN COMPLIED WITH
TO OUR SATISFACTION. THIS CONFORMATION IS NOT TO BE CONSTRUED AS Al l
AUTHENTICATION OF ANY DIMENSIONS OR ELEVATIONS SHOWN ON THESE PLANS."
BY --
L
RGE'#
CEG
DATE:
TOLL
A PUBLIC SMM BY
UNDERGROUND SENCE ALERT
L LEND OF ABBREVIATIONS & SYMBOLS EARTHWORK E,.' TI ATE
T.C. TOP OF CURB 100) EXIST. CONTOUR 4,556 - CYS. CUT
F.L. FLOIWLI E ELEV. 100 ---- -_ PROP. CONTOUR 4,550 - CYS. FILL
T.G. TOP OF GRATE PROPERTY LINE
G.B. GRADE BREAK d - - - DAYLIGHT LINE
F.G. FINISH GRADE 2% _ SHEET FLOW RATE
R.G. DOUGH GLADE GRADED SWALE
F.S. FINISH SURFACE CENTERLINE
INV. INVERT' OF DRAIN SWALE HIGH POINT
P. PAD ELEVATION FLOWLINE
F.F. FINISH FLOOR ELEV. AREA DRAIN
G.F.F. GARAGE FINISH FLOOR TOP OF SLOPE
B.V.C. 8EGIN VERTICAL: CURVE TOE OF SLOPE
E.V.C. END VERTICAL CURVE Ilk= RETAINING WALL
P.I. POINT OF INTERSECTION FIRE HYDRANT
E.P. EDGE OF PAVEMENT rF- a STREET LIGHT
T.W. TOP OF WALL ELEV. SOUND OR SCREEN WALL
T.F. TOP OF FOOTING ELEV. DEEPEN FOOTING
D.F. DEEPEN F€}OTING o °n AT ER METER
L LENGTH A - CATCH BASIN & LOCAL DEPRESSION
DWY. DRIVEWAY
N.T.S. NOT TO SCALE SEWER BACKWATER VALVE
BUILDING WITH ARCHITECTURAL ENHANCEMENTS
FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE /I__ A PROPOSED DRIVEWAY
CONCLUSION OF EACH WORKING DAY.
1.
E, EXISTING DRIVEWAY
PLANNING * . ENGINEERING a SURVEYING
T" . Mm, CA 9U:M • Pit ) 583.1= FX (90)
SEAL
EWED BY
NOTIFICATIONS
NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES FORTY -EIGHT (48)
FOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION.
CITY OF LAKE ELSINORE 1-951-674-3125
UNDERGROUND SERVICE ALERT (USA) 1-- 800 - 227 -2600
ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1- 951 -674 --3146
SOUTHERN CALIFORNIA GAS COMPANY 1 -800 -- 427 -2200
SOUTHERN CALIFORNIA EDISON COMPANY 1 -800- 684 -8123
MEDIA ONE CABLE TV 1 -951 -674 -7741
ENGINEER'S NOTICE
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT
THIS REQUIREMENT SMALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL. WORKING, FOURS, AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND .HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER:
2. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED OR FOUND ON PUBLIC 'RECORDS ARE INDICATED WITH THEIRER
APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE
IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES
RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC
RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT
THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK.
3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO
OR USES OF THESE PLANS. ALL CHANGES TOO THESE PLANS DUST BE IN WRITING AND MOIST BE APPROVED BY THE
PREPARER OF THESE PLANS.
4. QUANTITIES SHOWN ON THESE JPLANS • ARE -PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING ALL `QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION.
PRIVATE ENGINEER'S NOTE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS IS
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NOT EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS;
SOILS ENGINEERS CERTIFICATE
WE %I REPRESENTING PETRA GE"OTECHNICAL INDICATE THAT RECOMMENDATIONS CONTAINED
IN REPORTS PERTAINING TO SOILS ENGINEERING CONDITIONS ,€SAVE BEEN COMPLIED WITH
TO OUR SATISFACTION. THIS CONFORMATION IS NOT TO BE CONSTRUED AS Al l
AUTHENTICATION OF ANY DIMENSIONS OR ELEVATIONS SHOWN ON THESE PLANS."
BY --
L
RGE'#
CEG
DATE:
TOLL
A PUBLIC SMM BY
UNDERGROUND SENCE ALERT
Or-- 5711 'fiv F-
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RIVEKStOE STD. 200 AND 213 AND PER DETAIL ON SHEET 2. FINAL DIRIVEWAY WIDTH PER PLAN.
SAWCUT AND REMOVE DRIVEWAY DEPRESSION. REPLACE WITH 6" CURB AND GUTTER PER COUNTY INDICATES LOT REQUIRING ARCHITECTURAL ENHANCEMENTS
OF RIVERSIDE STD. 200.
CONSTRUCT _E ESIDEMML_DRIVEWAY -P .CD.UIVTYQF -'LYE IL SlD -- 2.13,- DgVaVAY fiCffH --PEB FLAN. - - - - - - -- ---------- - - - --- ------- - - - - -- - - - - - -- -_ _--------- - - - - --
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ELSNMMARKREVISIONSAPPR. DATE
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Ttv" Hu#ta - , CA 926 • PR (949) FX (mss) 503,59 NO. 42038 REVIEWED BY:
Exp. 3/31/12 9
BENCH __ _ B DARK: FILE No. w to
IvivKENA. SEUMALO, RCE Nn. 5L 915 DATE . (
n CA o INSPECTOR DESIGNATION: E -14 -70
CITY ENGINEER EL. 1400.873 DATE. 15707 O
CITY oI- LAKE ELSINORE ta1LIP Ij. C) WTY R.C.E. N 42038 ATE DATE: SEE T17-LE SHEET FOR DESCRIPTION
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IvivKENA. SEUMALO, RCE Nn. 5L 915 DATE . (
n CA o INSPECTOR DESIGNATION: E -14 -70
CITY ENGINEER EL. 1400.873 DATE. 15707 O
CITY oI- LAKE ELSINORE ta1LIP Ij. C) WTY R.C.E. N 42038 ATE DATE: SEE T17-LE SHEET FOR DESCRIPTION
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INDICATES LOT REQUIRING SEWER BACKWATER VALVE
INDICATES LOT REQUIRING ARCHITECTURAL ENHANCEMENTS
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DARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE....... rrct.r / -\MLu t3 T;
CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN.:..:. H U N S.A KE & ASSOCIATES
FOUND ACCEPTABLE AND A PERMIT MAY BE ISSUED. 1 R V I N E I N C
PLANNING ENGINEERING SURVEYING
110110
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KEN A. SEUMALO, RCE No. 56915 DATE
CITY
ENGINEERi3
CITY OF LAKE ELSINORE PHILIIF' D. DoWTti' RC. NO. 42038 DATE
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MARK I REVISIONS SEAL
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EWED BY:
MAIN
DATE
BENCH MARK:
NSPECTOR DESIGNATION. E -14 -70
EL. 1400.873 DATE. 1970
DATE: SEE TITLE SHEET FOR DESCRIPTION
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WALE. LE. (FOR EMEN a. NL
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EXISTING 6' TUBULAR STEEL FENCE
EXISTING 6' SPLIT FACE BLOCK WALL
EXISTING 6' WOOD FENCE
PROPOSED 6' TUBULAR STEEL FENCE
PROPOSED 6' SPLIT FACE BLOCK WALL
PROPOSED 6' WOOD FENCE
WOOD GATE
PROPOSED 6' PILASTER
EXISTING GATE
0
GRAPHIC SCALE
10 20 40
I FEET )
1 inch = 20 M
1
FILE No.
i
CONCENTRATED DRAINAGE SHALL BE1. DRAINAGE ACROSS THE PROPERTY LINE SHALL NOT EXCEED. THAT WHICH EXISTED PRIOR TO GRADING. EXCESS OR CO N
CONTAINED ON SITE OR DIRECTED TO AN APPROVED DRAINAGE FACILITY.
2. PROVIDE A SLOPE INTERCEPTOR DRAIN ALONG THE TOP OF CUT SLOPES WHERE THE DRAINAGE PATH IS GREATER THAN 40 FEET TOWARDS THE CUT SLOPE.
3. PROVIDE 5' WIDE BY 1' HIGH BERM ALONG THE TOP OF ALL FILL SLOPES STEEPER THAN 3:1.
4. THE GROUND IMMEDIATELY ADJACENT TO THE BUILDING FOUNDATION SHALL BE SLOPED AWAY WITH 5% MIN FOR A MIN DISTANCE OF 10 HORIZONTAL FEET.
SWALES WITHIN 10 FEET FROM BUILDING SHALL HAVE 2% MINIMUM SLOPE.
5. NO OBSTRUCTION OF NATURAL WATER COURSES SHALL BE PERMITTED.
6. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL (BEST
MANAGEMENT PRACTICES, BMPS) SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
7. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
8. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
9. FOR SLOPES TO 1 —(HoW OR STEEPER:
ALL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT, ARE REQUIRED TO BE PLANTED WITH GRASS OR ROSEA ICE PLANT (OR EQUAL) GROUND COVER
AT A MAXIMUM SPACING. OF It ON CENTER. SLOPES EXCEEDING 15' IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED SHRUBS NOT TO EXCEED 10' ON
r SHRUBS AND TREES NOT TO EXCEED 15CENTERORSHRUBSNOTTOEXCEED10ORA: COMBINATION OF S R RE SCENTERORTREESSPACEDNOTTO .EXCEED 20 ON ELATE E
IN—GROUND IRRIGATION SYSTEM EQUIPPEDETHATREDIREPLANTINGSHALLBEPROVIDEDWITHANINRIMEQNTOGRASOGROUNDCOVER. SLOPS Q S AINADDITIONTHESR
WITH SH L BE INSTALLED PRIOR TO PRECISECHAPTER10. THE SLOPE _. PLANTING AND IRRIGATION SYSTEM AL LEWITHANAPPROPRIATEBACiCFLOWDEVICEPERU.P.C., T
GRADING FINAL.
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AT R DISCHARGES SHALL BE1. CONSTRUCTION SITE BEST MANAGEMENT .- PRACTICES (BMPS) FOR THE MI+N EMENT OF STORM MATER AND NOId. S t3RMW E
DOCUMENTED ON THE GRADING PLAN WHICH THEREBY BECOMES THE SITE RMSTO WATER POLLUTION PREVENTION PLAN (SWPPP). ARRANGEMENTS SHALL
BE MADE BY THE DEVELOPER TO 'RETAIN THE SWPPP ON THE JOSSITE THROUGHOUT THE TIME OF CONSTRUCTION. THE IMPLEMENTATION AND
MAINTENANCE OF SITE BMPS IS REQUIRED TO MINIMIZE JOBSITE EROSIOI# AND SEDIMENTATION. CERTAIN BMPS .MAY BE REQUIRED TO REMAIN IN PLACE
THROUGHOUT THE YEAR TO MINIMIZE EROSION AND SEDIMENTATION. Afl ANGEMENTS SHALL BE MADE BY THE DEVELOPER TO MAINTAIN THOSE BMPS
THROUGHOUT THE TIME OF CONSTRUCTION.
2. EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON
CONSTRUCTION SITES.
3. SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE TRANSPORT OF SOIL FROM THE CONSTRUCTION SITE.
4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT FEASIBLE.
5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE
CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIE .OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING
AND THE USE OF TEMPORARY AND PERMANENT SOIL STABIUZATI€IN.
6. ONCE DISTURBED) SLOPES TEMPORAL 'CSR PERMANENT SHALL BE STABILIZED) 11` THEY WILL NOT BE WORKED WITHIN 21 DAYS. DURING THE STORM
SEASON, ALL SLOPES SHALL BE STABILIZED PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS
FEASIBLE AFTER SOIL DISTURBANCE.
7. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES
OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.
TS OFT' THE SITE. WASTES. R POLLUTANTSiSTORMDOESNOTCARRYAS8. CONSTRUCTION SITES SHALL BE MAtT ITAINEQ IN SUCH A CONDITION THA .AST
NPDES PERMIT, EXCEPT AS AUTHORIZED AN INDIVIDUAL E , I S RE PROHIBITED, EXTRATERONSTORtv1WATERDISCHAREA , DISCHARGES OTHER THAN S Q MW N
THE STATEWIDE GENERAL PERMIT - CONSTRUCTION ACTIVITY. POTENTIAL. RMUTANTS ' INCLUDE BUT ARE NOT. LIMITED TO: SOLID OR LIQUID CHEMICAL
SPILLS; WASTES FROM PAINTS, STAINS,. SEALANTS. SOLVENTS,.DETERGENS, .GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES,
AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS, FUELS! +OILS ;LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE
AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES, WASTES FROM ENGINE/ EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING,
WASTES FROM STREET CLEANING; AND SUPER — CHLORINATED POTABLE i TER FIR ;LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF
SUCH MATERIALS SHOULD OCCUR IN A SPECIR.ED AND CONTROLLED .TE IPO# i'f` AREA ON- SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER
RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE ANO FEDERAL REQUIREMENTS.
9. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND DUST NOT BE DISCHARGED TO RECEIVING WATERS
OR THE LOCAL STORM DRAIN SYSTEM.
10. APPROPRIATE BMPS FOR CONSTRUCTION -- RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE
TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.
11. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING
MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.
12. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS
PROHIBITED. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION , IS ALSO PROHIBITED. DISCHARGING NON— CONTAMINATED GROUNDWATER
PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL
WATER QUALITY CONTROL BOARD.
13. BMPS SHALL BE MAINTAINED AT ALL TIMES. IN ADDITION, BMPS SHALL BE. INSPECTED PRIOR TO PREDICTED STORM EVENTS AND FOLLOWING STORM
EVENTS.
14. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY
DISPOSED OF IN TRASH OR RECYCLE BINS.
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FIBER ROLL
St 9" MIN FOR LEVEL GROUND,
VARICS 12 MIN FOR SLOPES
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FOOD STAKES
MAX 4' SPACING
EN DETALL
NOT TO SCALE
RUNS' MUST NOT BE
ALLOWED TO RUN
UNDER OR AROUND ROLL.
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VERTICAL SPACING , / E i INSTALL A FIBER ROLL NEAR
MEASURED ALONG THE Iu III
FACE OF THE SLOPE
SLOPE WHERE IT TRAIV:ITIOIVS
VARIES BETWEEN I II y INTO A STEEPER SLOPE
10' AND 20' _
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AT READ' OF LOT, TOE' OF SCOFF
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