HomeMy WebLinkAboutTR 35337 - RGP - 16-373 to 16-381 GRAD/NC NOTES ROUGH GRADING PLAN
T. ALL WORK SHALL BE DONE/N ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, ��"�PAIPCEL NUMBER
CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICA77ONS AND THE LATEST EDITION OF 377-350-014
THE UNIFORM BUILDING CODE(D FROM
CHAPTER 33.
2. CITY Of LAKE ELSINORE NPDES INSPECTION NOTE£
A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSYNORE,
PRIOR TO ANY OPERATIONS
35337
2 2
3 THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA. 1, CONSTRUCTION 97E BEST MANAGEMENT PRACTICES(BMPS) FOR THE MANAGEMENT OF
FOR TRACT ✓S✓✓� STORM WATER AND NON-STORMWATER DISCHARGES SHALL BE DOCUMENTED ON THE
ALERT(1-800-422-4133)FORTY-EIGHT(48)HOURS PRIOR TO GRADING. GRADING PLAN WHICH THEREBY BECOMES THE SITE STORM WATER POLLUTION
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24) PREVENTION PLAN(SWPPP). ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO
HOURS/N ADVANCE OF BEGINNING GRADING OPERA TONS RETAIN THE SWPPP ON THE"SITE THROUGHOUT THE TIME OF CONSTRUCTION THE
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. f °"�I I 1 IMPLEMENTATION AND MAINTENANCE OF SITE BMPS/S REQUIRED TO MINIMIZE JOBS17F
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE EROSION AND SEDIMENTATION. CERTAIN BMPS MAY BE REQUIRED TO REMAIN/N PLACE
APPROVED,AND SHALL BE SHOWN ON THE PLAN. I THROUGHOUT THE YEAR TO MINIM12E EROSION AND SEDIMENTA770N ARRANGEMENTS
7 FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL UNLESS O7N£RW1SE SHALL BE MADE BY THE DEVELOPER TO MAINTAIN THOSE BMPS THROUGHOUT THE TIME
APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 90% RELATIVE OF CONSTRUCTION.
COMPACTION OUT TO THE FIN/SHED SURFACE. I I 2. EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE
8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DfNSTY AS DETERMINED BY THE M00/FlED ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION
THREE(3)LAYER A.S.TM.D-1557-70 TEST METHOD.
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEER/S, SCARIFIED, AND INSPECTED BY / T�� 5 3 SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE 7H£
THE GRADING INSPECTOR AND APPROVED SOILS 7ESTING AGENCY PR/OR TO THE PLACING OF FILL. TRANSPORT OF SOIL FROM THE CONSTRUCTION 97E.
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF AN 4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO
GROUND/S APPROVED BY THE SOILS ENGINEER " N7IVY -ZA�17T 1 4 3A7-%S7-roS 349-2 THE EXTENT FEASIBLE.
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN S'PER ` - 5 AREAS THAT ARE CLEARED AND GRADED SHALL BE LIM17M TO ONLY THE PORTION OF
FOOT FOR A MIN/MUM OF THREE(3)FEET THEN IX(MINIMUM) TO FLOW LINE OF EARTH SWAGES - THE SITE THAT/S NECESSARY FOR CONSTRUC770N THE CONSTRUCTION SI7E SHALL BE
12 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE ix IF CUT OR FILL SLOPE/S LESS __ \ MANAGED TO MINIMIZE THE EXPOSURE77ME OF DISTURBED SOIL AREAS THROUGH
THAN TEN FEET (10), AND ZX IF CUT OR FILL /S GREATER THAN TEN FEET 10). DRAINAGE,�� ` RCStBWTRS7E 30 /� ( PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT
SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET(2) PM BD9B�' \ I SOIL STABILIZATION.
TRAE
FROM THE TOP OF CUT OR FILL SLOPES � T l ) 6. ONCE DISTURBED SLOPES(TEMPORARY OR PERMANENT)SHALL BE STABILIZED!F THEY
13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' 1 l WILL NOT BE WORKED W I HlN 21 DAYS DURING THE STORM SEASON, ALL SLOPES
3GM 15 HIGH. ,IT SHALL BE STABILIZED PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES
I 1 'D
14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM FLOWS ALONG\ 3 - / SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE:
t THE TOP OF CUT SLOPES 31 / 7. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO EUMINATE OR EDUCE
15 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. \ `� 3B SEDIMENT TRANSPORT FROM THE SITE TO SIREE7S DRAINAGE FACILITIES CH ADJACENT
l PROPERTIES NA RUNOFF, VEHICLE TRACKING OR WIND.
16. A SOILS ENGINEER SHALL BE RETAINED BY 774E DEVELOPER, TO SUPERVISE GRADING AND PROVIDE>•`�,�\ _ G 3 8 CONS7RUCTIIXH SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES
A FINAL SOILS REPORT WH/H INCLUDES FOUNDA I)L7N REQUIREMENTS (SUBDIVISIONS) AND�,'; \ 1 Z 5 ;�" 4 NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OTHER THAN
EXPANSIVE CHARAC7fR/SRCS CH THE SOIL. `•C ` -
17. GRADING CER77RCA77ON BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL COMPACTION REPORT �• \ ' 110, '" 5 STORMWA7ER (NON-STORMWA7FR DISCHARGES) ARE PROH07ED, EXCEPT AS
BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS;;� �� 11 � ,�, AUTHOR/ZED BY AN INDIVIDUAL NPDES PERMIT, THE ST47EW/DE GENERAL
\,,\�,` _ _ _ ___ __ __ _ _ _ __ _____ _ _ -' _ 6 I, PERMITTED OR
CHE4CY.POIE'NDAL POLLUTANTS PAVE BUT ARE NOT LIMITED
PRIOR TO L ISSUANCE OF BUILDING PERMITS �`;. - 11' LL$ WASTES FROM PAINT$ STAINS, SEALANTS,
18 THE SOILS ENGINEER/TUG INVESTIGATION AND THE ENGINEERING GEOLOGIC /NVES77CA ITON DATED 7 7O.' SOLID OR LIQUID CHEMICAL SPl
\ a g ,
APRIL AND SHALL
PREPARED LL BE/N COMPLIANCEBY Gf07EK, INC., SHALL BE CONSIDERED A PART OF THIS GRAD/TUG` \\ �.• \\ 21 SOLVENTS DETERGENTS GLUES LIME, PESTICIDES HERBICIDES FERRUZERS WOOD
PLAN ANNOS PRES£RVADVES AND ASBESTOS FIBERS PAINT FLAKES OR STUCCO ERAGMENIS FUELS
\a 1 A 43 P 9 OILS LUBRICANTS AND HYDRAUU6 RADIATOR OR BATTERY FLUIDS CONCRETE AND
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERT7FICA7/ON OF 2`, •• f Q RELATED CUTTING OR CURING EDDUE$ FLOATABLE WASTES WASTES FROM
BUILDING PAD ELEVATION WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA7ON (WITH •�
RESPECT 70 MEAN SEA LEVEL)SHALL Bf GIVEN lF AN ELE'VA IION W11H RESPECT 7O ADJACENT°� \ f 3 7 ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING, WASTES FROM S7EET
GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE \ \ �" \ 9 I 7ES7cLEANC AND SUP(R-CHLO0N, DID POTABLE WATER FROM LINE FLUSHING AND
- I 3Gl-OPl-013 TESTING DURING CONSIRUCTIOAI, DISPOSAL OF SUCH MATERIALS SIOUID OCCUR/N A
PROPERTY CORNERS STALL BE CLEARLY DELINEATED/N THE FIELD PR/OR TO COMMENCEMENT �\ �\ SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM
20. AL
F \�\\ \ I 353 -1 POTENTIAL STORMWA7ER RUNOFF, WIN UL DMA 7E DISPOSAL IN ACCORDANCE'WTTH LOCAL,
OF ANY CONSTRUCTION/GRADING G .�\\\n 1 J 3 7.3 \^ STATE AND FEDERAL REQUIREMENTS
21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 STALL BE SUBMITTED BY A \\ X\ 2 / I 9. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT
SOILS ENGINEER TO THE BUILD/TUG AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES \\ \�1\1 \ � CONSTRUCTION S17E AND MUST NOT BE DISCHARGED 70 RECEIVING WATERS OR THE
OVER THIRTY FEET(3O)IN VERTICAL HEIGHT. ( '�" PARYSIE I LOCAL STORM DRAIN SYSTEM.
22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1)FOOT. �7i/ Tn ,e\ `�j° 3 _5 11 is APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS WASTES SPILLS OR
23 /F S7EEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, Xe / / l \ .`�_ '� RESIDUES STALL BE IMPLEM£N7ID TO ELlMINA>E OR REDUCE IRANSP�T FROM 7H£S/TE
KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE\\(F 4 �( 7 I TO STREETS DRAINAGE FACILITIES OR ADJOINING PROPERTIES BY IWND OR RUNOFF.
GREATER THAN 5•REGISTEREDAPPROVED BY A ARE REQUIRED TO BE KEER PRIOR TO YED AND BENCHED.PLACEMENT OF FILL MATERIAL. SLOPES��v f�� \\ �\\�` \ I - 11 AWARE OF THE REQUIREDALL CONSTRUC77ON BMPS AND GOOD HOUSEKEEPING MRSONNEL EASURES FOR THE TO BE MADE
PROJECT
24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION/N THE FOLLOWING STAGES 4% �\j `r \ ,, , _ _ SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS
A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL OF ALLUVIAL, 12 DISCHARGING CaVTAMINA TED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER
COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES '/ ` V I ;. 6 _ THAT HAS INRI.7RATED INTO THE CONSTRUC710N 97E/S PROHIBITED. DISCHARGING OF
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCH/TUG AND � �' \� 5 - CONTAMINATED SOILS WA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING
FILLING OPERA7701VS. •. `'� NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWAIERING ACTIVITIES MAY REQUIRE
C.DURING INSTALLATION OF BUT7RESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. f ` \nA �Ft� �;c 4 AFN A NATIONAL POLLUTANT DISCHARGE D JMINADON SYSTEM (NPDES) PERMIT FROM THE
D. WHEN ANY UNUSUAL GRADING COND177ONS ARE ENCOUNTERED DURING CONSTRUCTION. H// \ y ',?by-0Xl-0ip REC40NAL WATER QUALITY CONTROL BOARD.
25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED W17H ROSEA ICE PLANT OR ANOTHER ' \°.\ \ 3 13. BMPS STALL BE MAINTAINED AT ALL TIMES IN ADDITION, BMPS SHALL BE INSPECTED
APPROVED GROUND COVER, AT TWELVE INCHES(12) ON CENTER. SLOPES OVER FIFTEEN FEET \,�� �`� / - PRIOR TO PREDICTED STORM EVENTS AND FOLLOWING STORM EVENTS
(15) IN VER77CAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED �. \ 2 _� 1 AiN 14. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL CONSTRUCTION DEBRIS AND
TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET(10) ON �- \\ \ - 377-M-M5 AFN WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR
CENTER, TREES AT TWENTY FEET(20)ON CENTER,• COMBINATIONS FIFTEEN FEET(15)ON CENTER. I \ 1 H AhY MN AFN � $ 363-4v-cnl RECYCLE BINS
SLOPES OVER THREE FEET(3)IN VERTICALHAVE HEIGHT SHALL HA PERMANENT IRRIGATION SYSTEMS AN 377 3Ho-GDZ 377-3b-aa? 371-340-p7H
WITH BACKFLOW PREVENTION DEVICES PER U.B.C.
26. APPROVED PR07EC77W MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO
PR07ECT ADJOINING PROPER7ES DURING THE GRADING PROJECT COUNTY OF RIVERSIDE
27. APPROVED EROSION PREWN77W DEVICES SHALL BE PROVIDED AND MAINTAINED DURING 774E RAINY ��
SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK.
28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS
29. THE LOCATION AND PRO7EC770N OF ALL U77LI77ES/S THE RESPONSIBILITY OF THE P£RMITTEE. � INDEX MAP
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. �� �v �•_ 2 �s
31. SANITARY FACIL177ES SHALL BE MAINTAINED ON THE S17E FROW BEGINNING 70 COMPLEON OF -' _�`. \ 2 SCALE 1"--300' 'y
ADING
ERA 77
32. ALL SLOPESS SSHALL BE PLANTED AND IRRIGATION FACILJ77ES SHALL BE PROVIDED FOR ALL SLOPES 0 300 600 900 WAsspn
IN EXCESS OF THREE(3) FEET VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLE7ION L p L5UyoRE
OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING J
�'
ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. / \ �� TRAIL �•R-
33. ANY CONTRACTOR PERFORMING W97RK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE S17F \ .1 19 pmfixt
AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIU77ES RESULTING DIRECTLY OR �` \ �/ / !If J \�\ .` �� PG
INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACIUT7ES ARE SHOWN ON THESE ` Ske
PLANS. LEGEND s
34. THE DESIGN ENGINEER SHALL-PROVIDE A MIN/MUM OF ONE(1)BLUE TOP PER FIN/SHED PAD,PR/OR BOUNDARY LINE DATA TABLE
TO ROUGH GRADE APPROVAL. EARTHWORK QUANTITIES 10-5 LOTAt-PHASE£
3S APPROXIMATE DATE OF EXCAVA77ON(RAW CUT): 674,000 CUBIC-YARDS LINE TABLE
BEGINNING OPERATION.• SEPTEMBER 2016 EMABANKMENT(RAW FILL): 51,000 CUBIC-YARDS
COMPLETION: NOVEMBER 2016 BEARING DISTANCE SHEET NUMBER
36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WHIN A MAX/MUM DIMENSION GREATER THAN THREE 1 N4640'45'W 155.01,
INCHES(39 WILL BE PLACED /N FILLS WTTH/N ROADBED AREAS OR 771REE FEET(3) OF FIN/SIGH 2 N3923'05'W 194.40' A2'
GRADES UNLESS THE LOCATION, MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY PROJECT BOUNDARY LAKE
3 '56'W 88.92'
APPROVED BY THE SOILS ENGINEER. I ENGINEER OWNER/DEVELOPER CIVIL ENG/NEER N1945 TO - TOP OF CURB ECSINORE
37 774E ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPEC7701V GE07EK,INC SPYGLASS RANCH(RIVERSIDE)ASLI Y LL.L.P. K&A ENG/NEER/TUG/NC. 4 N1942'11"W 70.33' CENTER LINE
BEFORE APPROVAL. SU17 FLAT ROCK DRIVE 1200 QUAIL S7REET SU17E 220 357 N.SHERIDAN STREET SU17E 117 5 N45Y/9'07"W 145.25' 78 - TOP LINE
BERM ,
38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAIN/TUG WALLS ARE APPROVED BY THE SU/7E 140 TOP OF SLOPE
NEWPORT BEACH, CA 92660 CORONA, CA.92880 6 N6037.73'W 241.J7' F7 - FLOW LINE
BUILD/TUG DEPARTMENTOBMIN RIVERSIDE, CA 92505 PHONE: (714)318-3500 PHONE: (951)279-1600 7 N4650'40'W 376.4I' 21 SLOPE RATIO GB - GRADE BREAK /-
39. THIS SITE HAS OBTA/Nf0 A NAl70NAL POLLUTION PREVEN770N EUMINA ITON SYSTEM(NPDES)PERMIT TEL: (951)710-1160 PROJECT MANAGER:ERIK LUND£ FAX (951)279-4380 8 N505731"W 322.96'
TO REGULAIF MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. CONTACT ED LAMONT PROJECT MANAGER.'FARRIS HADDAD,PET T TOE OF SLOPE BCR - BEGINNING CURB RETURN VICINITY MAP
NPDES W ID/ DATE PERMIT ISSUED:__ 9 N4O35'28"W 438.57
40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO BUILDINGS OR WALLS BENCHMARK 10 N2350'14'W 179.41' FLOW LINE ECR - END CURB RETURN TNOMAS GUIDE- RII7ERSIDE COUNTY(2007)PAGE 866, GRID F-2
SHALL BE PLACED 417H/N EASEMENT LIMITS TEMPORARY IMPROVEMENTS ARE SUBJECT TO 11 N5OU4'46"W 185.60' - _ PROPOSED CONTOUR STA. - STATION N.T.S.
REMOVAL AT OWNERS EXPENSE. ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF FONTANA BENCHMARKS PAGE 1 OF lO,DATED APRIL 12 N36'40'01'W 180.58' BC - BEGINNING CURVE
41. DURING THE GRADING OPERATION, AN ARCHAEOLOGIST SHALL MONITOR ALL GROUND-0I57URB/NG 30,2001,DESCRIBED AS: MERRILL&OLEANDER PK NAIL NORTH END NEA,ID NO:28, DATE.- 7/76. 1120 EX/S7/NG GROUND CONTOUR
ELEVATION 1222.41' NGV029. 13 NOOY78'42'W 698.96'
ACTIVITIES/N UL EFFORT TO IDENTIFY ANY UNKNOWN ARCHAEOLOGICAL CAL RESOURCES ANY NRC4Y ( ) EC - END CURVE
DISCOVERED CULTURAL RESOURCE DEPOSITS SHALL BE SUB,k"CT It7 A CULTURAL RESOURCES 14 N8930'01'W 2640.89' DAYLIGHT LINE
EVALUA ITON CONTRACTOR RESPONSIBILITY 15 N89'48Y7"W 2634.69' FS - FINISH SURFACE INDEX OF SHEETS.'
42. DUE TO THE PRESENCE OF SUITABLE HABITAT ONS17E FOR THE WESTERN BURROWING OWL A CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLE7E RESPONSIBILITY FOR JOB 16 N0078'09"W 2230.99' -� GRADE FG - FIN/S/GRADE SHEET NO. DESCR/PT/ON
QUALIFIED BIOLOGIST SHALL CONDUCT PER-CONSTRUCTION FOCUSED SPECIES SURVEYS WITHIN SHEET COVD177ONS DURING THE COARSE OF CON37RUCTON OF THIS PROJECT, INCLUDING SAFETY 17 N8974'15"W 2637.75' STORM DRAIN OE - CENTERLINE 1 ................................... TIRE SHEET&INDEX MAP
30-DAYS PRIOR TO ANY GROUND-DISTURBING ACTIVITIES AT 7HE PROJECT SITE WHERE SUITABLE OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND 18 N007355'W 948.45'
HABITAT/S PRESENT. NOT BE UM17ED TO NORMAL WORKING HOURS,• AND THAT THE CONTRACTOR SHALL DEFEND, R - PROPERTY LINE 2 ................................... DETAILS&CONSTRUCTION N07ES
19 N705531"W 110.00' lNV/lE. - INVERT ELEVA TION 3 ................................... SECTIONS
43. PR/OR 7O ISSUANCE OF ANY GRAD/TUG PERMIT DEVELOPER SHALL PROVIDE THE COMMUNITY INDEMNIFY AND HOLD 7H£OWNER AND THE ENGINEER HARMLESS FROM ALL LIABILITY,REAL OR c
DEVELOPMENT DIRECTOR WITH A COPY OF A CLEAN WATER ACT SEC710N 404 PERMIT ISSUED BY ALLEGED,IN CONNEC770N WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR 2O NT9D433E 20.00' i F�� 4-5 ................................... PLAN SHEETS
I CUT/FILL LINE R/W - RIGHT-OF-WAY U.S ARMY CORPS OF ENGINEERS AND A COPY OF NEGLIGENCE OF THE OWNER OR ENGINEER. CONTRACTOR 21 N67'43'A6'W 218.35" 6 ................................... PRELIMINARY SUBORAIN LOCATIONS MAP
ISSSS UED BY THE CALIFORNIA DEPARTMENT OF FIST AND GAME(OR OR EW EVIDENCE THAT NO PERMIT OR ED ALTERATION AGREEMENT LIABILITY ARISING FROM THE SOLE NEGSHALL REVIEW AND IMPLEMENT THE STORM WATER POLLU7ION PREVENTION PLAN(SWPPP). 22 N4355'01"W 37514' U.O.N. - UNLESS OTHERWISE NOTED 7-9 ER090N CONTROL PLANS
AGREEMENT IS REQUIRED)FOR ALL PROJECT RELATED DISTURBANCES OF ANY STRfAMBED. 23 N58Y1059'W 407.55'
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 774E APPROPR/A IF PREPARED BY SEAL "AS BUX T" SHEET NO.
CONDITIONS OF DEVELOPMENT AND/OR CITY AND STAID LAWS AND HAVE BEEN ENGINEERING 357 N.-SHERIDAN STREET ROFEss1p CITY OF LAKE ELSINORE
7 ,
FOUND ACCEPTABLE LAND PLANNING CORONA, CALIFORNIA92880 ��p�s N po Fyc RCE EXP. DATE
TfL 951 279-1800 RENEWED BY: ROLK�I GRADING PLAN (]
SURVEYING FAX((951j 279-4380 p 4 s5sat A POR TRACT 3.rA3.37
Engin of 9 SHTS
eering,Inc. * * INSPECTOR CA TF
s P SCALE: BENCH MARK.'
r clvl� a FILE NO.
ATEFEH ESKANDARI,RGE 6JJ90 DA7E 4r o� INDEX MAP
CITY ENGINEER -3-3v_t0/5 FOFCAU
CITY OF LAKE ELSINORE FARRIS N HADDA R.C.E.N0.65931 DATE DA7£ MARCH 2015
hoxMq:R:12653241FNdlbYotlhg Rwg91353J1-61J14-PLN-RGP-J53JlPH1-Wl.tlwg you.34-PLN-RGo-35I31PH2-001 Saw1 3/26j20)5 1:21 PM Pioff°e:3%6%15 3SJ Pu y oNe Pfisfn
CONSTRUCTION NOTES QUANTITY UNIT
6" 7.5• 1.5, 6" to-CONSTRUCT'V DITCH PER DETAIL HEREON 1,645 IF
ZO-CONSTRUCT 6'TERRACE DRAIN PER DETAIL HEREON 690 LF
J3®24"O.C. 10'WIDE ACCESS ROAD \ 1. 1.� i 3O-CONSTRUCT 12'7ERRACM_DRAIN PER DETAIL HEREON 520 LF
g 8'Xfi X76"CONC. GRAN17E 6 Xfi XIO"X1O'W.W.M. i _;�`�" 4�CONSTRUCT DOWN DRAIN PER DETAIL HEREON 275 IF
BLOCKS, GROUT ALL
ao CELLS SOLID 2X 1
_ 4^ ', i 1 v So-PARKWAY CULVERT C0NS7RUC7E0 PER STREET IMPROVEMENT PLANS 4 EA
IMBED 2'MIN.INTO 1 F\ CONS7RUCT TERRACE DRAIN TO COIN DRAIN 7RANS177ON PER DETAIL HEREON 5 EA
FRESH CONCRETE DOWND"N/"r D/1C!•I MOM
704 -� `-COMPACTED NA77VE 1.CONCRETE SHALL BE CLASS 560-C-3150(AIR BLOWN SHALL BE CLASS 6IXT-B-3250) 7a-JOIN EXISTING 7ERRACE DRAIN PER DETAIL HEREON 1 EA
_I- 1.RENFDRCING SHALL BE 6W*-W.4 HEDED WRE MESH(W.W.M.)OR APPROVED EQUAL
3 GROUND SHALL BE PRE-N£77ED PER SOILS ENGINEER'S DIRECTION PRIOR TO PLACEMENT OF CONCRETE 8a-CONSTRUCT 4'DECOMPOSED GRANITE ROAD PER DETAIL HEREON 6,250 SF
4.DOWWRAINS SHALL EE LOCA)ED N FACT OF INf SLOPE IN SUCH A MANOR AS 1D go-CONSTRUCT 3-A.C.PAVING OVER COMPACTED NA77VE 5,925 SF
12 MINIMl2E 17S WSB/UTY.A VOID DRAINS IN THE MIDDLE OF SOFT OR RIDGE OF ROUE.
1 r WHERE POSSBLf,UST THE VALLEY BETWEEN SLOPES FOR LOCAING DOWNDRANS
10 CONSTRUCT SPLASH WALL PER DETAIL HEREON 4 EA
�o SPLASH WALL [,--)4"DECOMPOSED GRANITE ROAD 4 DOWN DRA/N/1e1�°DITCH 11 CONs7RUCT 10'X/D'Xl.5'RIP-RAP ENERGY D/SSPAIER PER DETAIL HEREON 100 SF
NTS NTS rl NTS
12 CONS7RUCT V-DITCH TO RECTANGULAR CHANNEL 7RANSIRON PER DETAIL HEREON 4 EA
WIDTH OF TERRACE DRAINS AS SHOWN ON PLANS SLOPE FINISHED SURFACE SLOPE FINISHED SURFACE
A 12"BEND s" 3' s' EROSION CONTROL NOTES NPDES/STORM WATER POLLUTION NOTES
1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE VHTH CITY OF LAKE ELSINORE 1. FOR PRO,ECT9 THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTON PERMIT, THE
°2 24' ,�S�ppE 1 2 / ,t 6'X 6'( W. 4 X W. 4 S),AND STANDARDS7OUTLIND WAIN�LAKECELSINCRE"GN MANUAL
PRACTICES PROPERTY AUfIEDDSIS RESPON&BLE FOR NYPP DEVELOPER (050)ENSURING
IMPLEMENT AND MAINTAIN IN�THE SWPPP APPROWEO,
� W W.M.)
FL I/ '�. '� 2. THE DEVELOPER/CON7RACTUR IS RESPON�BLE FOR ANY DISCHARGES BY SUBCCNNTYAC70RS PRE-QUALIFIED BW5 FROM THE CALIFORNIA STORM WATER QUALITY ASSMA 77ON (CASOA)
PE Mph` ` -- 'f i 4 BARS \?\ Z' .I IN CASE OF EMERGENCY, CALL (RESPONSIBLE PERSON) HANDBOOK/M£BSYTE FOR CONSTRUCRON TO RETAIN SEDIMENTS AND POILUTAA175 OF CONCERN
Sip �� P AT (24-HOUR PHONE NUMBER). FROM AREAS DIS77JRBD ON-SITE 70 7HE MAXIMUM EXTENT PRACTICRLE DURING ANY PHASE OF
1 \. \ 1. 8' 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WTHOUT THE CONSTRUCTION OPERATIONS FOR ALL OTHER PROECTS THE PROPERTY OWNER IS RESPONSIBLE
2 3"CONCRETE OR GUNITE WTH 3"CLR. APPROVAL OF 7HE QUALIFIED SWPPP DEVELOPER, CITY ENGINEER OR IN AN EMERGENCY,BY THE FOR ENSURING THAT BMPS FOR COINS7RUCTON ARE IMPLEMENTED TO RETAIN SEDIMENTS AND
.1 6 X6"W.W.M. OC DOWNDRAIN ANCHORS CONSTRUCTED (F�) ^� PERSON RESPCNSBLT FOR GRADING OPERA DONS POLLUTANTS C1f LYlF/(LRN FROM AREAS DISTURBED ONSTE TO THE MAXIMUM EXTENT
EVERY 10'IN VERTICAL HEIGHT AND h 5. AREAS THAT RE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE PRACTICABLE THE EROSION COIN7ROL MEASURES INCLUDE THOSE SOWN DIV THIS PLAN AS WELL
AT TOP AND FOE OF DOWNDRAIN THAT IS NECESSARY FOR CONS7RUC770N. THE CONSTRUCTION SITE SHALL BE MANAGED TO AS ANY ADDITONAL EROSION CONTROL MEASURES DICTATED BY FIELD CONDITICNS 70 PREVENT
NOTE THE LONGITUDINAL MAXIMUM 12%SLOPE SHALL BE
MINIMUM 59 A T MINIMIZE 7HE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF EROSION AND/OR THE IN7RODUCTION OF POLLUTANTS IN70 EXISTING PUBLIC STREETS AND/OR
AINKY"L EAN y4 BARS 7 GRADING AND 7HE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. GNN70 ADJACENT PROPERTIES DURING ANY PHASE OF CCN✓57RUC77 NN.
NTS 6. OUNCE DIS7URSM GRADED SLOPES EXCEEDING A lI RADO AND/OR TEN(10)FEET IN HEIGHT 2. FOR PRMCTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCDGNN PERMIT, 7HE
A SEG7/ON AA (TEMPORARY OR PERMANENT) SHALL BE STABILIZED lF THEY WILL NOT BE WORKED WITHIN 7 S70RM WATER POIlU77ON PREENTON PLAN (SWYPP) SHALL BE KEPT OM-SITE AND MADE
NTS DAYS DURING IHE STORM STASCK ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A AVAILABLE UPON REQUEST OF A REPRESENTARVE OF THE REGIONAL WATER QUALITY CON7ROL
TERRACE DRAIN PREDICTED S70RM EVENT. CON57RUCTON SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE BOARD(RWQ0)-SANTA ANA REGION ANDIOR THE CITY OF LAKE ELSINORE.
Z `3 NTS AFTER SOIL DISTURBANCE AND W7H/N 7-DAYS OF COMPLETION. 3. CONSIRUCTICN S1E5 SHALL BE MAINTAINED/N SUCH A C(NDITI[N THAT AN ANTICIPATED STORM
B 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE DOES NOT CARRY WASTES OR POLLUTANTS OFF THE 97E. DISCHARGES OF MATERIAL 07HER
DOWDRAIN C'ONCLUSIAN OF EACH HORKING DAY. THAN STORM WATER (NON-S70RM WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN
FL IN TERRACE DRAIN B. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS P057E9 ON THE S17E TO WARN INDIVIDUAL NPDES PERMIT UNDER 7HE STA7EMDE GENERAL PERMIT-CONSTRUCTION ACTIVITY.
TERRACE FL IN ELEVAnON (ELEVATION PER PLAN) AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. 4. P07FNTIAL POLLUTANTS INCLUDE BUT ARE NOT LIM17ED TO: SOLID OR LIQUID CHEMICAL SPILLS•
DRAIN DOWNORAIN 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY WASTES FROM PAINT$ STAINS; SEALANT$ SOLVENTS DEIERGENN GLUES UK PESTICIDES
PER AN ENGINEER. HERBICIDES FERTILIZERS WDCD PRESERVATIVES AND ASBES705 FIBERS PAINT FLAKES OR
w, 10.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE W7HlN THE DEVELOPMENT SHALL BE 57UCCO FRAGMENTS FUELS; OILS LUBRICAN75, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS:
SEE NOTE BELOW FOR SPACING 13' SHOWN ON THE APPROVED PLAN,1 11.DESILRNG FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A CONCRETE AND RfLA STEW
WCLEA OR CURING RESIDUE$• REATABLE WASTES WASTES STREET
1'Ml ENGINE/EOUAND STEAM CLEARING O CHEMICAL DEGREASING,LINE
WASHES FROM STREET
DOWNDRAIN 5' rz IN `6 o SLOPE � 5' IWENN--FIVE (25) YEAR, SIX(6) HOUR STORM INTENSITY. THEY MUST BE DETAILED CW THE CLEANING`, AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING
TERRACE FINISHED PLANS DESIGN AND SPECIFIC RECOMMENDAMNS SHALL BE SUBMITTED FOR THE FOLLOWNG• DURING CCNS7RUCRON, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND
PER DETAIL DRAIN o Q SURFACES a)DESL 77NG BASIN VOLUME BASED GN GRADIENT AND NA7URE OF SOILS. CONTROLLED TEMPORARY AREA CN-SITE PHYSICALLY SEPARATED FRCMH POTENTIAL S70RM WATER
10' J'MIN SHOWN HEREON g z_ b)THE EXTENT OF ALL GRADED AREAS AND IDENRFlCADON OF ANY 7EMPORARY SOIL RUNOFF, WIN UL77MATE DISPOSAL IN ACCORDANCE W7H LOCAL, STATE AND FEDERAL
-- - STABILIZATION MEASURES. REQUIREMENTS
18'7ALLMSPLASH WALL 18'TALL ANCHOR 6" c)SZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CGNS7RUC77 NN SITE
SPLASH WALL FL IN TERSECT70N d LIKE REQUIREMENM SHOW MINIMUM WALL WDTH, SLOPE OF WALLS PERCENT COMPACTION, AND MUST NOT BE DISCHARGED TO RECEIWNG WA 7ERS OR THE LOCAL STORM DRAIN SYSTEM.
FG PER RIP RAP 7RANSInON )
PLAN Z 114 TON ETC 6. APPROPRIATE SUPS FAR CONSIRUCDCMN-RELATED MATERIALS WAS7Es SPILLS OR RESIDUES
z g GRADATION - e)OURET CONDIDONS FROM/ THE DERLTNG BASIN STALL NOT EXCEED DOWNSTREAM STALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE 70 STREET$
ry g^ � DOWN DRAIN - FL �� s lr LIMITATIONS, WTH THE EXCEPTION GE OVERFLOW, WHICH IS TO BE DESIGNED 70 PROVIDE DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.
EX/STING IN DOWNDRAIN CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. 7. MATERIAL S70RAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANK, PORTABLE
LANDSCAPING FL IN - DOWNDRAIN ANCHORS CONSTRUCTED 12.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCA77ONS TO TOILETS LIQUIDS GELS AND PONDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED
OW9JDRAIN DO WNORAIN - EVERY 10'IN VER77CAL HEIGHT AND
r RIP RAP - = A7 TOP AND 70f OF DOWNDRAIN FACIUTA 7E RAPID CO NS7RUCRON OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION AWAY FROM ALL PRIVATE / PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS
DETAIL 1/4 TON ANCN� CONTROL MEASURES WEN A 5OX CHANCE OR GREATER OF RAIN WIHHIN A 46 HOUR PERICO IS
RlGIHTS-OF--WAYS AND FLOW--LINES
SHOWN HEREON 8. 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH W7H GRAVEL BAGS PLACES ON
GRADA DON - _ FORECAST FOR LAKE EL MAINTAINED
BY THE NSP CTE OCEANIC AND I NMIZE A IC AGENCY(NOAA)' THE DOWN-HILL SIDE OF THE UNDES 70 CONTAIN DISCHARGES
FlLTER FABRIC SECTION B$ 13.BMPS STALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE
s. (GEOTEXTILE FABRICS) ro' 3' NISI 9. CON7ROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE RPUCATIOIN OF ASPHALT
SECTION VIEW pLAN y�W ENTRAINMENT 07 SOIL IN RUNOFF FROM L DEWC ED SOIL AREAS ON I NPLACE T SITES ALL SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED.
REMOVABLE PROTECTIVE EROSOIJ COIN)ROL DEVICES SHOWN STALL BE IN PLACE AT THE END OF
NIS NIS oovvNOaaw 10.ALL REOVIRD BMPS
CONTACTORS HO SUBL'ON G WEAR PERSONNEL ARE TO BE MADE AWARE OF
EACH WORKING DAY WEN THE FOUR (4) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY THE REQUIRED BMPS AND GCKXI HOUSEKEEPING MEASURES FOR THE PROJECT SHE AND ANY
B 14.AFTER A PERCENT(RAINSTORM, ALL PRCIJECT GENERATD SILT AND DEBRIS SALL BE REMOVED FROM DISCHARGINOCIATEDG
CCONTA/CTION STAGING AREAS
CHECK BERMS OIV517E PUBLIC DRAINS AND PIPES DRAINS AND PIPES OF ADJACENT PROPER7ES 11.DISCHARGING CONTAMINATED GRLUCTONNDWA ER PARS PROUCED BY D. DISCHARGING
GROUNDWATER THAT HAS
PLAN VIEW AND DESIL77NG BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMPS DAMAGED INFILTRATED INTO 1U COBY DE AM SITE IS WTES MAY DISCHARGING NON-CONTAMINATED
POLLUTANT
NIS DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE GROUNDWATER PRODUCED SYSTEM
DEAA7ES)P ACT FROM
MAY REQUIRE A NATIONAL P(L GIVIRa
MAIN7ENANCE MAY RESULT IN PENAL TES DISCHARGE EUMINATI(N SYSTEM(NPDES)PERMIT f770M THE REGIONAL WATER QUALITY CONTROL
15.DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. BOARD.
RIP RAP ENERGY DISSIPATOR TERRACE DRAIN AND DOWN DRAIN INTERSECT/ON 16 LONSIRUCRON ACCESS POINTS STALL B£ STABILIZED W7H A COAT&NA71AV ROCK AND 12 STORM WRIER RUNOFF STALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN
6• DRAINS INSTALLED. EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED
NIS NIS SHAKER PLATES YEAR-ROUND TO PREVENT 7RACK-OUT. ROU77NE STREET SN£EPING SHALL BE ON ALL EXPOSED SLOPES UNIX SUFF7CIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED.
PERFORMED ON ALL PAVED S7REE7S WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL 10OX SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE GE THE FINAL CERDFlCATE
BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE OF OCCUPANCY.
11 VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET
SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED W7H DESIL77NG BASINS OR
OTHER TEMPORARY DRAINAGE OR CO N7ROL MEASURES
10'7RANS7ION 14.S70CKPILES OF SOIL SHALL BE PROPERLY SECURED WTH BMP'S TO ELIMINATE OR REDUCE
SIOPf VR/ES FROM 1:1 TO VER77CAL SEDIMENT 7RANSPCK'T FROM THE SHE TO STREETS, DRAINAGE FACILITIES OR ADJACFJVT
PROPER7ES
a STOCKPILES CE SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT
TRANSPORT FROM THE SITE TO STREETS DRAINAGE FACILITIES QU ADJACENT PROPERTIES VIA
_ RUNOFF; VEHICLE TRACKING OR WND. INAC77WE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE
20'WDE ACCESS ROAD FLOW.. „P - .FLOW COVERED,'ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FCRECAS7D RAIN.
16.FOR PRAECT REQUIRING COVERAGE UNDER 7HE CON57RUCRON GENERAL PERMIT, SPECIAL
' iaa` AFIENDON SHALL BE GIVEN TO PREPARATION AND INSTALLATIOIN OF THE RAIN EVENT ACTION
PROPOSED A.C.PAVING 2% `vP - �- i,�y "REMOVE EXISTING ONE SACK PLAN REAP AS REQUIRED BASED ON STE RISK LEVEL OR AS MANDATED BY THE SANTA ANA
> SLURRY FROM END OF EXIS77NG (REAP)` - __--- TERRACE DRAIN&LAP PROPOSED REGIONAL BOARD NPDES PERMIT,GENERAL PERMIT-CON57RUCTON ACTIVITIES
_
J io ��E KAR/10 N577ION NLT.S, ii_ W.W.F. W7H EXISTING W.W.F. 17 AT THE END MA7ERALS SHALL BE COLLECTED AND PROPERLY EACH DAY OF CONS7RUCTON C77WrY ALL DISPOSD O�'INSCOVE D 7RASIS AND WASTE
OR COVERED
IRq "�" RECYCLE BINS
III=1 -1 =HILL gH/f.,I � .,� � 1d THIS S17E HAS OUTAINED A NATIONAL PCLLUTON PREIENAGN ELIMINATILN SYSTEM (NPDES)
COMPACTED NA77VE ACgL j PERMIT 70 REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES
a EXISTING TERRACE DRAIN PROPOSED TERRACE DRAIN NPDES WDID/ _ DATE VOD ISSUED
- 19.THE LINDERSIGNED CIVIL ENGINEER A QUALIFIED OSP AND/OR 050 WLL REVIEW PLACEMENT OF
-COy ER0S0N CCN7ROL AND INSURE 7HAT WORK IS IN ACCORDANCE W7H THE APPROVED PLANS
(SIGNA7URE)(RCE NO.)(EXP)(DATE)
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9 ACCESS ROAD 12 CURB OUTLET STRU RE N zs /O/N[XlS71NC TIRRACE DRAIN
NTS N.T.S. NIS
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W7H 7HE APPROPRIATE PREPARED BY: SEAL AS BUILT" SHEET NO.
CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN f.IVG�NffK/l� 357 N.SHEAR/DON STREET CITY Of LAKE ELSINORE 2
Q(�OFESS/ON
FOUND ACCEPTABLE SUITE 117 4�o s '9t RCE EXP. DATE
1 LAND PLANNING CORONA, CALIFORNIA 92880 tip aQ °moo 2c REWEW£D BY: ROUGH GRADING PLAN
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ATEFEH ESKANDARI,RCE 6JJ90 DATE T9jt'OFCA�IFOR� DETAILS
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MARK REWSIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE W TH THE APPROPRIA 7E PREPARED BY.- SEAL AS BUIL 7- SHEET NO.
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DATE FILE NO.
ATSFFH ESKANOARI,RCE 6JJ90 SECTIONS
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MARCH 2015
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1715.3 ENVIRONMENTAL CLEARANCE IS REQUIRED
P= 1731.0 � � / - � ry'b 411.60 - /
/ _✓' #20 p 2$ / yg PRIOR TO GRADING OPERATIONS
P= 1731.E / e � 6p"/ P= 1728.4 /l -- _
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- - — / -� ,,�6. z, � � � gyp• �-= �-
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PROJECT
i�
CONSTRUCTION NOTES , j- �%
CONSTRUCT V DITCH PER DETAIL ON SHEET 2 ,�' 1664.42 /•� - - --- _ ,. A_ i
CONSTRUCT 6'TERRACE DRAIN PER DETAIL ON SHEET 2 \ _ ,-...-- '_-' _ - i JOIN EXIS �� / / �� �` .
CONSTRUCT 12'TERRACE DRAIN PER DETAIL ON SHEET 2
�• - /
4o-- CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 2
5 PARKWAY CULVERT CONSTRUCTED PER STREET IMPROVEMENT PLANS
6 CONSTRUCT TERRACE DRAIN TO DOWN DRAIN TRANS17)ON PER DETAIL '�� ,._,,, - /" ) - - / j�'- % � /%i\•`
ON SHEET 2 i
To- JOIN EXISTING TERRACE DRAIN PER DETAIL ON SHEET 2 -
10 CONSTRUCT SPASH WALL PER DETAIL SHEET 2 MONITORING NOTE•
SCALE 1"=40"
11 CONSTRUCT f0'X10 X1.5'RIP-RAP ENERGY D/SS/PA70R PER DETAIL ON # PADS THAT REQUIRE GREATER THAN 40 FEET OF DESIGN FILL WILL
SHEET 2 BE MONITORED BY THE GEOTECHNICAL ENGINEER FOR SETTLEMENT 0 40 80 120 160
12 CON57RUCT V-DITCH TO RECTANGULAR CHANNEL TRANSIDON PER PRIOR TO GEOTECHNICAL RELEASE FOR CONSIRUCDON.
DETAIL ON SHEET 2
MARK REWSIONS APPR. DA If THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W97H THE APPROPR/A TE PREPARED BY.., SEAL "AS BUILT" SHEET NO..
CON0177ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N SHERIDAN STREET PROFESSioN CITY Of LAKE ELSINORE 5
FOUND ACCEPTABLE im
SUITE 117 �o s N. '0< RCE EXP. DATE
LAND PLANNING CORONA, CALIFORNIA 92880 �Q oo y� REVIEWED BY. ROUGH GRADING PLAN
TEL. (951)279-1800
SURI/EYING FAX(951)279-4380 w 65931 va m FOR TRACT M7
Engineering,Inc. ,k it INSPECTOR DATE OF 9 SHTS
SCALE. BENCH MARK. FILE NO..
ATEFEH ESKANDARI,RCE 63390 DATE S�rfoPCAUFO�`'p LOTS 1-19
CITY ENGINEER � �--� `3'JO' 5 DA7f.
CITY OF LAKE ELSINORE FARRIS D R.C.E. NO.65931 DATE MARCH 2O15
A VAA �'il
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STORM DRAIN
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No rE
PROPOSED SUBDRA/N LOCATIONS AND OUTLET POINTS ARE
-;,y PRELIM/NARY AND MAY VARY SIGNIFICANTLY DURING
GRADING OPERATIONS. INSTALLATION OF SUBDRAINS SHALL
BE UNDER THE SUPERVISION OF THE SOILS ENGINEER.
ti
SUBDRAINS SHALL BE AS BUILT UPON COMPLETION. T OF
GRADING.
f
i
i
/
r
SCALE, 1"=100'
0 100 200 300 400
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. SEAL "AS BUILT" CITY Of LAKE ELSINORE
SUITE
N. SHEET NO..
CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEER/NG SHERIDAN STREET QROFEsslory V
FOUND ACCEPTABLE SUTE 117 F°s qq�. RCE K� 1 LAND PLANNING CORONA, CALIFORNIA 92880 y� oo c RENEWED BY. EXP. DA E ROUGH GRAD/NG KM
TEL. (951)279-1800 4Lu(VQI( g z
^^ n ��-- SURVEYING FAX(951)279-4380 65537 A fOR TRACT 35337
Engineering,Inc. ,R * INSPECTOR DATE OF 9 SHTS
ATEFEH ESKANDARI,RCE 63390 DATE ,r, civic v SCALE BENCH MARK: FILE NO.
3_3o mis gTfoF�q��foA� PRELIM/NARY SUBDRA/NCOC.9T/ONS
CITY ENGINEER DATE
CITY OF LAKE ELSINORE I FARRIS N HADVAD R.C.E. NO.65931 DATE MARCH 2O15
TEMPORARY EROSION CONTROL NOTE.
1. EROSION CONTROL IS REQUIRED FOR GRADING ROUGH
G ADIN DURING THE RA/NY SEASON FROM OCTOBER 1ST TO MAY 31ST. EROSION CONTROL PLANS
APPROVED PLANS ARE REQUIRED FOR ALL ROUGH GRAD/TUG.
IN CASE OF EMERGENCY, CALL OF _ AT (XXX1 XXX-XXXX ext XXX
(RESPONSIBLE PERSON) (FIRM) (24-HOURS PHONE NO.) CITY OF LAKE EL51NORE
2. THE DESIGN SWPPP MANAGER WILL SUPERVISE THE BEST MANUFACTURING PRACTICE(BMP)WORK AND INSURE THAT WORK/S/N FOR TRACT 35337
ACCORDANCE WITH THE APPROVED PLANS(IF REQUIRED).
3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.
NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSIRUCTON OF TEMPORARY DEVICES WHEN RAIN/S IMMINENT.
4. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF 7HE SWPPP MANAGER.
5. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE/N PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN � _ 1 _ ____
PROBABILITY FORECAST EXCEEDS 40%
` - --------- PROJECT BOUNDARY �I HD.TE.
t 6. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS SILT FENCES,AND DfS/C A COMPLETION OF TRACT 35337-F ISNG BASINS, ETC. DEPENDANT UPON THE CONSTRUCTION OF
1 THE CONNECTING STREET AND THE
7. GRADED AREAS AROUND THE TRACT PER/METER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH i - INSTALLATION OF THE DRAINAGE BASIN
WORKING DAY. i 'fit 'WITHIN TRACT 31593.
a
i OFFSITE GRADING PERMISSION AND
S. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS 70 PREVENT PUBLIC TRESPASS ONTO 30 I ENVIRONMENTAL CLEARANCE IS REQUIRED
AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS COND/TON. ® PRIOR TO GRADING OPERATIONS
9. DES/L 77NG BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE COMPLETE PER ROUGH GRADING
PLANS 34 -7 t
® ~ FU77/RE IMPROVEMENTS
10. THE SWPPP MANAGER RESERVES THE RIGHT TO MAKE CHANGES OR MODIRCA77ONS TO THIS PLAN AS DEEMED NECESSARY.
11. INFORMARON ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL 07H£R INFORMATION/S SUBJECT TO CHANGE. I -35 I I �\•1
12 TEMPORARY EROSION PR07EC77ON/S REQUIRED FOR MANUFACTURED SCOPES PR/OR TO PERMANENT PLANING.
13 AREAS SHALL BE MAINTAINED/N SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES(INCLUDING ACCESS
70 NEIGHBORING PROPERTIES). i® 1/ i -
� I I I
14. NO OBSTRUC77ON OR DIS71JRSANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN INLETS SHALL OCCUR DURING y i 'J ACE
THE RAINING SEASON, UNLESS ADEQUATE 7EMPORARYIPERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED / I33
I APPLICABLE BMP'S(BUT NOT LIMITED TO)
TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, STORM DRAIN OR NATURAL WATER COURSE. '
15. THE CONTRACTOR SHALL CONDUCT HIS OPERA TONS/N SUCH A MANNER THAT STORM RUNOFF WILL BE CONTAINED WITHIN THE r fC-1 -SCHEDULING NS-8 -VEHICLE AND EQUIPMENT CLEANING
PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE AREA ® ' `\ �'-L i EC-5 -SQL BINDERS NS-9 -VEHICLE AND EQUIPMENT fUEUNG
SHALL NOT BE ALLOWED TO DIVERT 70 ANOTHER RUNOFF AREA. r SE-1 -51LT FENCE NS-10 -VEHICLE AND EQUIPMENT MAIVIENANCE
16. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR FROM HIS ✓ �' i SE-2 -SEDIMENT BASIN NS-12 -CONCRETE CURING
RESPONSIBIL177ES TO THIS S17E AND ADJACENT PROPERTIES TEMPORARY EROSION CONTROL SHALL CONSIST OF,BUT NOT BE L
LIM/7ED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND 2 SE-3 -SEDIMENT TRAP NS-13 -CONCRETE FINISHING
ABATE WATER,MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS "`�"-'•'-;• ; _j ® SE-4 -CHECK DAM WM-1 -MATERIAL DELIVERY AND STORAGE
PROJECT: SE-6 -GRAVEL BAG BERM 1114-2 -MATERIAL USE
17 SLOPES CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE TREATED FOR EROSION C0N7ROL PRIOR TO OCTOBER 15TK SLOPES t ® III ® I ® SE-7 -STREET SWEEPING AND VACUUMING WM-3 -STOCKPILE MANAGEMENT
CONSTRUCTED AFTER OCTOBER 1ST SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES
1N INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. D t_,_-- --- i SE-10 -STORM DRAIN INLET PR07EC7701V RA/-4 -SPILL PREVENTION AND CONTROL
18 FILL AREAS WHILE BEING BROUGHT UP 70 GRADE AND DURING PER/OLDS OF COMPLETION PR/OR TO FINAL GRADE,SHALL BE
4 R£-1 -WIND EROSION CONTROL RM-5 -SO1D WASTE MANAGEMENT
PROTECTED BY VARIOUS MEASURES 70 ELIMINATE EROSION AND THE SILTATION OF DOM7ISTREAM FACILITIES AND ADJACENT H TC-1 -STABILIZED CONSTRUCTION ENIRANCf/EXIT WM-6 -HAZARDOUS WASTE MANAG MENT
AREAS 7HESE MEASURES MAY INCLUDE,BUT SHALL NOT BE LIMITED TO TEMPORARY DOWNDRA/NS EITHER IN THE FORM OF OEM _ -- I
PIPES OR PAVED DITCHES WITH PR07ECTED OUTFALL AREAS' GRADED BERMS AROUND AREAS TO EUMINA7E EROSION OF FILL v� �5 / S IC-3 -fN7RANCE/0URET THE WASH WM-8 -CONCRETE WASTE MANAGEMENT
SLOPES BY SURFACE RUNOFF;CONFINED POND/NG AREAS TO DES/LT RUNOFF, TEMPORARY CHECK DAMS IN TOE OF SLOPE
DITCHES TO DESILT RUNOFF,•PR07EC77ON SUCH AS SAND BAGS AROUND INLETS WH/CH HAVE NOT BEEN BROUGHT UP TO .� �� ® i I NS-1 -WATER CONSERVATION PRACTICES {iM-9 -SANITARY/SEPTC WASTE MANAGEMENT
GRADE, AND EARTH BERMS AND APPROPRIATE GRAD/TUG TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SCOPES �� ® ® tt I I II NS-6 -dSCHARGE DEIECAAV AAD R£PoR)bYG RAH-10 -LIQUID WASTE MANAGEMENT
SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS I I .I
17 �____ i ® t 'I
19. TOP OF CUT BROW DITCHES WHERE REQUIRED ON THE PLANS SHALL BE CONSTRUCTED PRIOR TO EXCEEDING 12 FEET OF CUT tt I t
r I
MEASURED VERTICALLY. --�"-- ----------- — — - - ---35---------�------- --- - - -- ---
7 T DIES GRADING PERMISSION AND
®
•� / i ® Y / ' ® I II ENVIRONITE MENTAL CLEA
'p RANCE IS REQUIRED
20, CLEARING AND GRUBBING SHOULD BE LIMI7ED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING BMP MEASURES WILL BE i j PRIOR TO GRADING OPERATIONS /� 1�
REQUIRED TO PROTECT AREAS 14 HIGH HAVE BEEN CLEARED AND GRUBBED PR/OR TO GRADING OPERATION,AND WHICH AREA ® ® i i LEGEND
SUBJECT TO RUNOFF DURING THE RA/NY SEASON. THESE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMITED TO, GRADED �' '
DITCHES,BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIM17S OF
/ DIRECTION OF SURFACE
GRADING. 3 DRAINAGE®
21. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPON90IUTY FOR THE CORRECTION OF ERROR AND - i ^/ / I GRAVELBAGS(SE-f0,SE-6)
OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN RENS/OVS SHALL BE PROMPT.Y SUBMITTED
TO THE CITY ENGINEER FOR APPROVAL ® 4/ II STABILIZED CONSTRUCTION
22. SEDIMENT CONTROL BEST MANAGEMENT PRACTICES(BMPS)SHALL BE IMPLEMENTED AND MAINTAINED TO PREVENT AND/OR EN7RANC£(TC-1)
\` • l7
MINIMIZE THE TRANSPORT OF SOIL FROM THE CONSTRUCTION S17E - , \ 7EMP VEHICLE&OUIPMNT
23 STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM TINE SITE TO PARKING AREA
S7REETS,DRAINAGE FACILITIES OR ADJACENT PROPERTIES NA RUNOFF, VEHICLE TRACKING OR WIND.
-------------- ------------
RIGHT-OF-WAY
24. CONSTRUCTION S/IES SHALL BE MAINTAINED/N SUCH A COND/TON THAT RIND OR RUNOFF DOES NOT CARRY WASTES OR r UNE/PROPERTY LINE
POLLUTANTS OFF THE SI7F TO STREETS,DRAINAGE FACILITIES OR ADJOINING PROPERTIES DISCHARGES OTHER THAN '
STORMWATER(NON-STORMWATER DISCHARGES)ARE PROHIBITED,EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT OR 4' PROJECT BOUNDARY
CONSTRTHE STATEWIDE GENERAL PERMIT FOR STORMWA TER DISCHARGES ASSOCIATED WA/TH CONSTRUCTION ACTIVITY. P07EN77AL GAU-OUTS R EREN
POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO.- SOLID OR LIQUID CHEMICAL SPILLS- WASTES FROM PAIN7S STAINS SEALANTS, �7 p CALL-OUTS REFERENCE
SOLVENTS,DETERGENTS, CLUES,LIME,PESTIC/DES,HERB/C/DES FERTILIZERS WOOD PRESERVATIVES AND ASBESTOS FIBERS VICINITY MA
PAINT FLAKES OR STUCCO FRAGMEN73;FUELS OILS,LUBRICANTS AND HYDRAULIC RADIATOR OR BATTERY FLUIDS,• CONCRETE �� TEMPORARY
AND RELATED CUTTING OR CURING RESIDUES;FLOA TABLE WASTES- WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR - � SANITARY/SEPTIC WASTE _
CHEMICAL DEGREASING, WASTES FROM STREET CLEANING, SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND
TESTING AND RUNOFF FROM EQUIPMENT AND VEHICLE WASHING DURING CONSTRUCTION,DISPOSAL OF SUCH MA7ERIALS
SHOULD OCCUR/N A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-S17E PHYSICALLY SEPARATED FROM POIEN77AL � TEMPORARY WASTE MATERIAL
STORMWA TER RUNOFF, WITH UL 77MATE DISPOSAL IN ACCORDANCE WTH LOCAL,STATE AND FEDERAL REQUIREMENTS. AT THE SCALE.: 1""=100" PAINT AND/OR CHEMICAL
END OF EACH DAY OF CONSTRUCTION ACIN/TY ALL CONS7RUC77ON DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND ATTACHMENT A NOTES S70RAGE AREA(WWI-1,
PROPERLY DISPOSED/N TRASH OR RECYCLE BINS 0 i02 200 300 400 14114-5 AND RM-B)
A. EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON STORMWA7ER FROM THE PROJECT SITE AT ALL TIMES .o
25 DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWA7ER/NG GROUNDWATER THAT HAS/NRL7RATED INTO THE B. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED DN 577E AND MAY NOT BE TRANSPORTED ROM THE S17E WA TEMPORARY CONCRETE
CONSTRUCTION S17E/S PROHIB17ED. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION/S ALSO PROH/BI7ED. SHEET FLOW,SWALES AREA DRAINS NATURAL DRAINAGE COURSES OR WIND. y
DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWAAER/NG ACT NTES MAY REQUIRE A NPDES PERMIT FROM C STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PR07ECTED FROM BEING TRANSPORTED FROM THE t. p �7- /� /� WASHOUT AREA(WM-8)
THE SANTA ANA REGIONAL BOARD. S/7E BY THE FORCES OF MIND OR WATER. CON5TRU /IO/Y /VOTES
D. FUELS, OILS SOL VENTS,AND OTHER TOXIC MATERIALS MUST BE STORED/N ACCORDANCE WTH THEIR LISTING AND ARE NOT TO CATCH BASIN GRAVELBAG
26. ALL CONS7RUCRON CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BEST CONTAMINA 7E THE SOIL AND SURFACE WA 7ERS ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE KEA 7HER. O EC-4:APPLY HYDROSEEDING PR07EC770N(SE-10)
MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT 517E AND ANY ASSOC/A 7ED CONSTRUCTION SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER.SPILLS MAY NOT BE WASTED INTO DRAINAGE
STAGING AREAS. SnIEXCEEM. O2 SE-1:INSTALL SILT FENCE(SEE SHEET 2) CHECK DAM(SE-4)
E EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM.PROVISIONS SHALL
2Z BMPS SHALL BE MAINTAINED AT ALL TIMES /N ADD/TON,BMPS SHALL BE INSPECTED PR/OR TO PREDICTED STORM EVENTS AND BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE: 3 GRAVEL BAG BERMS
FOLLOWING STORM EVENTS F. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO COVERED RECEPTACLE TO PREVENT CONTAM/NA ION SE-6: SILT FENCE(SE-1)
OF RAINWATER AND DISPERSAL BY WIND. TC-1., STABILIZED CONS7RUCTON ENTRANCE TO BE CONSTRUCTED AT LEAST 30-FEET MIN.IN
ATTACHMENT B NOTES G.
SEDIMENTS AND
MUDSTOBEESTABIL12EDLS MAY NOT BE TRACKED ROM THE S17E SO AS TO INHIBIT SEDIMENTS FROM BEINGDY VEHICLE TRAFFIC THE DEPOS1 D INTO THE PUBLIC WAY..ACC/DENRUCTION TALLYE ® MA7ERAL WITH A 12-INCH MIN. THICKN LENGTH, BESS FORARY VE PAD 70 BE J-6 win CLEANING TOI M AGA7E TRACKI CRUSHED OCK NGG O-MUDG � DRAINAGE AREA
THE FOLLOWING BMPS AS OL17LINED IN,BUT NOT L/M17ED TO,, THE BEST MANAGEMENT PRACTICE HANDBOOK, CALIFORNIA S70RMWATER DEPOS/TONS MUST BE SWEPT IMMEDIATELY AND MAY NOT BE WASTED DOWN BY RAIN OR OTHER MEANS AND SAT ONTO PUBLIC STREETS PER DETAIL(SEE SHEET 2). DP2
QUALITY TASK FORCE,SACRAMENTO, CALIFORNIA 1993, OR THE LATEST REVISED EDITION,AMY APPLY DURING THE CONS7RUCTON OF H. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETA TON MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND ® DISCHARGE POINT
THIS PROJECT Ay�p
(ADD/TONAL MEASURES MAY BE REQUIRED/F DEEMED APPROPRIATE BY COUNTY INSPECTORS), WATER.
NOTE F7771 NOT A PART
B/FURCA TON MANHOLES AND B/FURCATON CATCH BASINS SHALL BE PLUGGED SO THAT NO DISCHARGE INTO THE WATER QUALITY
STORM DRAIN SYSTEM(WOSD)OCCURS UNTIL SUCH THE AS ALL STORM DRAINS ARE OPERATIONAL,ALL PAVING IS COMPLETE AND
GRADED AREA AT EAST OF PROJECT IS STABILIZED.
MARK REVISIONS APPR. DA IF THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL AS BUILT' SHEET NO.
CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN I ENGINEERING 357 N.SHERIDAN STREET QROFESSIO,y CITY Of LAKE ELSINORE 7
FOUND ACCEPTABLE SU17F 117 �0 5 Nq qTF. RCf EXP. DAIS
[AND PLANNING CORONA, CALIFORNIA 92880 e oo y� REVIEWED BY., ROUGH GRADING PLAN
TEL(951)279-1800 �,? ra n
SURVEYING FAX(951)279-4380 65s3t m FOR TRACT 35337 Q
Engineering,Inc. ,k INSPECTOR DATE OF �/ SH7S
y_U3 E S sT CIVI ap SCALE: BENCH MARK EROSION CONTROL PLAN FILE NO.
A FFH ESKANDARI,RCE 6JJ90 DATE gTFOF CAL�FO�
CITY ENGINEER 3-�-r0� DATE.•
CITY OF LAKE ELSINORE FARRIS N HADDA R.CC. N0.65931 DATE MARCH ROTS
OraxinA'?t265324tFinaltGiotling Rouq�I35JJ)-61JT4-P[N-FGF-ECP-JS73)PH1-W)Nq Layout ECv-1 Sacefi:I%3%ni5 1T:39 Pu P1,1 126/2-3J]Pb 6.Xover P W
200'MAX. 200'MAX.
SEE TA@LE 6"
FUTURE CURB FACE FUTURE CURB FACE FLIER FABRIC MA7ER/AL
2'X 2"14 GAUGE WIRE FABRIC OR EQUIV
W
R1 U
8'VEHICLE ACCESS MEDIAN � '-� FOLD do SET FIE 7ER FABRIC INTO SOIL 12"
d3 a N
m /ALTERNATE SIDES OF STREET o AL 7ERNA7E SIDES OF STREET w N N
-'
o DIRECTION OF N BACKFlLL AND COMPACT THE EXCAVATED SOIL IN TRENCH
S7R£ET FLOW -- AND ON BOTH SIDES OF FlL7ER FENCE FABRIC 8" - UL77MA7E SLOPE
e, D/RECBON OF _ _5,
W STREET FLOW TYP - 4'MIN. 20'MIN,
"X" w!n "A'"SECTION 4'HIGH BER I
Typ• 5 a S7RAW WATTLE -_ 1$MIN
LEVfLt - -
FUTURE CURB FACE FUTURE CURB FACE 1 2
PLAN PLAN 6" 2"X 4"WOOD POST.STD.OR BETTER
SILT FENCE ------------------------
NTS nT T$ FlL7ER FABRIC MA7ER/AL 60'WIDE ROLLS USE STAPLES
OR WIRE RINGS TO ATTA TCH FABRIC TO WIRE ___ ------
2"X 2"14 GA W7Rf _____ - EXISTING GROUND
FABRIC OR EQUIV. -----
R/W VAR. VAR. R/W N
21' VAR.36'-69' VAR. 36'-0' @-21' b TEMPORAR Y SL OPE PRO TECTION
STD. 48' STD. 48'
77
4' d SANDBAG VELOCITY REDUCER
@' w=zD'DR 24' 4' ROUGH GRADED STAGE o
CHICLE M BURY BOTTW OF FlL TER MATER/AL
ACCESS IN 8"X 12 TRENCH
Lil6'MAX INSTALL SILT fENCE /Z
i B
,1 iv
G\ ,ram r ��S,1 -_L__ 1 __ --------L_ ! J\ ` '°B"SECTION 1 r
2 BAGS HIGH MlNIMI/M"
ROUGH GRADE
RIGHT OF WAY
TYPICAL ELEVATION SILT FENCE NSTALL SILT FENCE
NTS NTS A A
LJ
RAW VAR. VAR. R/W INSTALL SILT FENCE SECTION A-A
21' VAR.J6'-69' VAR. 36'-48' 8'-21'
STD. 48' STD. 48'
8' 12' RICH OF WAY
MEDIAN /CL
CCES p
INSTALL SILT FENCE
BAGS TO BE LEVEL
W17H TC. M/N.
TYPICAL ELEVATION
NTS
SANDBAG VELOCITY REDUCER SECTION B-B
PAVED STAGE
TYPICAL LOT PROTECTION
g 50'M/N
SLOPE OF STREET L =10 J"7G 3'COARSE AGGREWE
< 49 200'MAX. m
41-. TO 91-. 100'MAX. 6'
> 97. 50'MAX. ;::j
++w++ X++ f7L7ER FAIR/C 3 t
20'-30' 5' PLAN 1
31—40' 9 M 50' N
41—50 9 RUIvc R040
61'-70' 12'S 6"M'^ TYPICAL EARTHEN BERM AT TOP OF SL OPE
SPACING OF ROW OF SANDBAGS SECTIONN.T.S. a-e
NTS
SWAIM CONSTRUCTION ENTRANCE
MARK REVISIONS APPR. DATE PREPARED BY.' SEAL 'AS BU/L 7" SHEET NO..
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W7LA THE D HAV BEEN
CITY OF LAKE HANORE p CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN Fkb
ENGINEERING 357 N.SHERIDAN STREET Qµovess�oy V
FOUND ACCEPTABLE SUITE 117 ca S N. 4q(F` RCE EXP. DAlF
LAND PLANNING CORONA,CALIFORNIA 92880 ,cam��� oo yc REVIEWED BY. ROUGH GRADING PLAN
TEL 951 279-1800 ti,�' sa m
SURVEYING FAX�951�279-4380 w N. 5937 a FOR TRACT 35337 9 sH s
Engineering,Inc. * * INSPECTOR DALE Or
SCALE., BENCH MARK: EROSION CONTROL PLAN FILE No.
A TEFEH ESKANOAR7,RCE 63390 DATE grFOF cnL\po`�
CITY ENGINEER - `�'20/5 DATE.•
CITY OF LAKE ELSINORf FARR/S . AD D R.C.£ NO..65931 DA 7E MARCH 2O15
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——— PROJECT BOUNDARY I NOTE:
I COMPLETION OF TRACT 35337-F IS
_ DEPENDANT UPON THE CONSTRUCTION OF
\ 2 I THE CONNECTING STREET AND THE
INSTALLATION OF THE DRAINAGE BASIN
WITHIN TRACT 31593.
OFFSITE GRADING PERMISSION AND
7 r+; ENVIRONMENTAL CLEARANCE IS REQUIRE
x�Yq'x srE a PRIOR TO GRADING OPERATIONS
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CONSTRUCTION NOTES
Q EC-4:APPLY HYDROSEEDING
I PROJECT BOUNDARY Q SE-1-INSTALL SILT FENCE(SEE SHEET 2)
\ Q SE-6: GRAVEL BAG BERMS
\ \ \ 2 7C-1:STABILIZED CONSTRUC77ON ENTRANCE 70 BE CONSTRUCTED AT LEAST 30-FEET MIN.IN
_ ® WIDTH AND 50-FEET IN LENGTH TEMPORARY DRIVE PAD TO BE 3-6 INCH(RUSHED ROCK BEDDING
MATERIAL{NTH A 12-INCH MIN. THICKNESS FOR WHEEL CLEANING TO MI77GATE TRACKING OF MUD
4 - AND SILT ON70 PUBLIC STREETS PER DETAIL(SEE SHEET 2).
SCALE: 1-80'
0 80 160 240 320
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN R£VIEW£D FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY., _ SEAL AS BUIL 7- SHEET NO.
COND17701VS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN STREET QROFESS/py CITY OF LAKE HANORE 9
FOUND ACCEPTABLE SUI7F 117 �o s Hq q�� RCE EXP. DATE
W[AND PLANNING CORONA,CALIFORNIA 92880 �e�P` °o m� RENEWED BY., ROUGH GRADING PLAN
TEL.(951 279-1800 -4.4 0?�
SURVEYING FAX(951)279-4380 e.65sst a FOR TRACT 35337� OF 9 SHTS Enginee ing,Inc. INSPECTOR DATE
sT CIVIC �T SCALE.' BENCH MARK EROSION CONTROL PLAN txE No.
AIEFEH ESKANDARI,RCE 63390 DATE CA Uf�
CITY ENGINEER �-30-�l� DATE•
CITY OF LAKE ELSINORE FARRIS AD R.C.E.NO.65931 DA7E MARCH 2O15
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