HomeMy WebLinkAboutTR353371-1, -2, -3, -4 & -5 RGP pg.1 CRAD/NC NOTES ROUGH GRADING PLAN NPDES INSPECTION NOTE£
1. ALL WORK SHALL D DONE IN ACCORDANCE AN THE CITY 17 LAKE D THE L MUNICIPAL CODE, ASSESSOR'S PARCEL NUMBERS 1. CONSTRUCTION SITE BEST MANAGEMENT PRAC77CES(BMPS)FOR THE MANAGEMENT OF
CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFlCA ROWS AND THE LATEST EDIDON OF THE 377-350-004-9 377-250-011
UNIFORM BUILDING CODE(UB.C,), CHAPTER 33 377-350-007-2 377-260-004 STORM WATER AND NON-CTORMWAE DISCHARGES SHALL BE DOCUMENTED ON THE GRADING
2 A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, 377-350-010-4 377-260-005 CITY OF LAKE ELSINORE PLAN NGEME )HEREBY BECOMES THE SITE STORM WATER RETAIN THE
PREVENTION PLAN(SWPPP).
PRIOR TO ANY OPERATIONS, 377-350-008-3 377-260-006 ARRANGEMENTS SHALL BE MADE RU THE DEVELOPER TO RETAIN THE SWpPPMAIN? ON THE F STEE
J. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTTUTY COMPANIES AND U.S.A.ALERT 377-350-014-8 377-350-004 THROUGHOUT THE TIME OF CIZE JOBS17E THE IMPLEMENTATION AND MAINTENANCE OF SATE
(1-800-422-4133)FORTY-EIGHT(48)HOURS PRIOR TO GRADING. 377-350-015-9 377-350-Oi0 FOR TRACTS 353371, 353372, 353373, 35337 4 AND 353.�37-5 BMPS IS REQUIRED TO MINIMIZE JHROUG EROSION AND SEOMNIMIZETA EROSICERTAON
BMPS MAY BE
REQUIRED TO REMAIN IN PLACE THROUGHOUT TIRE YEAR TO MINIMIZE EROSION AND
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWNTY--FOUR(24) 377-350-015-0 377-350-014 SED/MENTABON.ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO MAINTAIN THOSE
HOURS IN ADVANCE OF BEGINNING GRADING OPERA7701VS. 377-350-016-1 377-350-015 BMPS THROUGHOUT 7HE 77ME OF CONSTRUCTON.
5. DUST SHALL BE CON7ROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 377-260-004-1 377-350-015
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE I I 2 EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE
APPROVED,AND SHALL BE SHOWN ON THE PLAN. 377-250-011-6 377-350-017 TENTATIVE TRACT I EN7RAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONS7RUCTON SITES
7, FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VER77CAL, UNLESS OTHERWISE 377-260-006-3 377-350-007 APN 31593
APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELA77VE 347-250-007 J.SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE
I
COMPAC71ON OUT TO THE FINISHED SURFACE. ®"®'� �"` ""' �- TRANSPORT OF SOIL FROM THE CONS7RUCIION SITE.
& FILLS SHALL BE COMPACIED THROUGHOUT TO 9OX DENSITY AS DETERMINED BY 7HE MODIFIED THREE 4 /
(3)LAYER A.S.T.M.D-1557-70 7EST METHOD. 9 �$ ( - 4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETA77ON AND DEBRIS,SCARIFIED,AND INSPECTED BY THE / EXTENT FEASIBLE.
GRADING INSPECTOR AND APPROVED SOILS 7ES77NG AGENCY PRIOR TO THE PLACING OF FILL. `�'
10. ALL FILL MA 7LRIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UN77L PREPARA ROM OF .A,p'N 5�� APN APN • APN Z - ' APN � 5.AREAS THAT ARE CLEARED AND GRADED SHALL BE LIM17ED TO ONLY THE PORAON OF THE
GROUND/S APPROVED BY THE SOILS ENGINEER. 377-rre�46 6ir 0=00� A47-250-aa3 6 14 _5O pp 1 347-250-aa8 34s-270 3 SITE THAT IS NECESSARY FOR CONS7RUC7ION. THE CONS7RUC7ION 577E SHALL BE MANAGED 70
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EX7ERIOR WALLS AT NOT LESS THAN 9'PER FOOT-s"e:, $ - - _ "'�, MINIMIZE THE EXPOSURE LIME OF DISTURBED SOIL AREAS THROUGl4 PHASING AND SCHEDULING
FOR A MINIMUM OF THREE(3)fEET THEN 1X(MIN/MUM) TO FLOW LINE OF EARTH SWALE. _ 1"J 15 Ml-4 _ - ` 7\\ } OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABIUZA BON.
12 MINIMUM BUILDING PAD AND DRAINAGE SCALE SLOPE SHALL BE 1X IF CUT OR FILL SLOPE IS LESS AWP•!1RMWR
THAN 7EN FEET(10)AND 29 IF CUT OR FILL IS GREA7ER THAN TEN FEET 10). DRAINAGE SWALES i- ( ^+ w N' J A' S9-4 I I 1 517E 6. ONCE DISTURBED,SLOPES(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF THEY WILL
SHALL BE A MINIMUM O=0.5'DfEP AND CONSTRUCTED A MINIMUM OF 7Nb FEET(2)FROM THE 70P ipM�9 I '` ti '` y 7" 4 I 1 T�� I NOT BE WORKED W77HIN 21 DAYS DURING THE STORM SEASON,ALL SLOPES SHALL BE
+ S"Y N e, N +. '�, �� 1 �" 57-4 4-4 - 11 STABILIZED PRIOR 10 A PREDIC7E0 STORM EVEN): CONS7RUCIIOAI SITES SHALL BE
OF CUT OR FILL SLOPES �. �,
13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG LIRE TOP OF ALL FILL SLOPES OVER 5' r 1 �g� ti ti,�� 1 V�' S 35337_ REIEGETAIEO AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE.
HIGH. \.�` / .-"'?' ti $v N YCN' ` N v N. 54-z \d` 1 % 69'3 55-4 B_4
14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM FLOWS ALONG THE `t " "' ^• ^' ^' '"ti S �.`�' 61- 105' 3 7.STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT
TOP OF CUT SLOPES -_ 3 TRANSPORT FROM THE SITE TO STREETS DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA
15 NO OBSTRUCTION OF FLOOD PLAINS OR NA 7URAL WATER COURSES SHALL BE PERMITTED. \ ti �D �� 1 663- 1101-1 g-3 68_3 54"4 8-4 ♦ ± P RUNOFF, VEHICLE TRACKING, OR WIND.
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A ��� 363-aza 15 8 CONSTRUCBON STIES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES
FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE ,• 65-! 99-1 11-3 66-3 52-4 1N'4 f ZO NAk NOT CARRY WASTES OR POLLUTANTS OFF THE SITE,DISCHARGES 07HER THAN STORMWATER
CHADING ClS77R 77 THE SOIL. �• \.i l J �'� g 1-1 ;
- 17. GRADING CERDFICARON BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT `•,' ,'V ""t� �q�Y•N,`�,�' ti ti^'�� `��� ti 55-1 -1 '98-1 17 65- 51"4 11-4 (NON-SIDRMWAT£R DISCHARGES)ARE PROHIBITED,EXCEPT AS AU7HORlZED BY AN INDIVIDUAL
BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PR/OR \•'•�, 1 • ,1., z-1 7-1 97-1 13-3 64"3 12_ TRACT NPDES PERMIT, THE STA7EW7DE GENERAL PERMIT-CONSTRUCTION AC77WTY,P07N77AL
TO ISSUANCE OF BUILDING PERMITS °' ♦•E � ti '�` / 14-3 J 4 ' 35337-6 POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES
18 THE SOILS ENGINEERING INVES77GAT70N AND THE ENGINEERING GEOLOGIC INVESDCABON DATED APRIL '\ A \ eq g,m ti�tii.N 3-/ 1 � I�II. 15- �" 49-4 ly4 .;,��' f� FROM PAINTS,STAINS SEALANTS,SOLVENTS DETERGENTS GLUES LIME,PES77CYDES,
•�, ••V 4-1 HERBICIDES FERTILIZERS WOOD PRESERVATIVES,AND ASBESTOS FIBERS PAINT FLAKES OR
29,2011,PREPARED BY GE07EK,INC,SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND V A'� 1 ( B7- ��,, 3_1 96-1 81-3 48'4 14' %
SHALL BE IN COMPLIANCE. ` •�, A ••\ 7-1 A}-1 rJ k STUCCO FRAGMENTS•FUELS OILS LUBRICANTS AND HYDRAULIC,RADIATOR OR BATTERY FLUIDS'
>„• V, gp.-1,� I ,., 1 D_1 95-1 fip-3 41'R �K w CONCRETE AND RELA7ED CUT77NG OR CURING RESIDUES'FLOATABLE WASTES, WASTES FROM
19. A REGISTERED CEV ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION Of ":\ - ♦ v ^13 1/-1 6-1 9h1 I 18-3 ENGINE QUIPMNT STEAM CLEANING OR CHEMICAL DECREASING, WASTES FROM STREET
BUILDING PAD ELEVADON. WHERE SPECIFIC ELEVA770NS ARE REQUIRED, THE ELfVAI/ON(WITH \,':`. A• A ♦♦ fi �- _ - 59-1 1 4�5 59'3 A6' A \ V;' �
.'� �.,� _. �, •, � 57 _ 3 ' ay r• v� �k � CLEANING,•AND SUPER-CHLORINATED POTABLE WATER FROM LINE HUSHING AND 7ESBNG.
RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT V A �; �.�, - �: DURING CON57RUCTON,DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND
V A V',. w g _ 49- [91- 'LD"j w ♦.�. e 1 J
GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE � \ � •��:�., 9 � __ � � v� _ � 8-1 48-1 P4> 1 � ��.5 �. ry}-a :{�, .� I CONTROLLED TEMPORARY AREA.ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWAIER
GIVEN. a \ \' \ •a - ..�� 9-1 9J v./� ♦ � > �' 7 w�'� .sT rI ,AC RUNOFF, WITH ULTIMATE DISPOSAL/N ACCORDANCE WITH LOCAL,STATE AND FEDERAL
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF l`�� \ •'\ ♦ ®"���,_ I7-1 1l>-1 ��1 > .$� 'OI' �` ti°' y' -'•\� 7^ REQUIREMENTS
ANY CONS7RUC770N GRADING. �[f`�i \ \ ZAt B 16-1 ry_7 -/ 1 > I 3� y'•S 'S, �� w a `� 13
21. STABILITY ALCULA77ONS W77H A SAFETY FAC70R OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS-4 \\�' ,-, per
ENGINEER TO 7HE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY ��\x V\\\\, �: \,\� •�" \ 1f1 11-1 1 r `�y ''�- '`�'h 7,� '. k U 9.RUNOFF UST EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT ORM DRAIN
� \ � 44..1 � "� '�K h '� ?a ��w � SIZE AND MUST NOT BE DISCHARGED 70 RECEIVING WATERS OR THE LOCAL STORM DRAIN
FEET(3O)IN VERTICAL HEIGHT. V _ PRivo 7RAL �' ��� �VV `, y; •.. � 8 PARK hl 73-1 � V ,� h� v � y� 'i��� � I SYSTEM.
22. A FINAL COMPAC77ON REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1)FOOT. V r `� ',� 'A' S7 ��.y s? 3 S•(
23 /F STEEP SLOPING 7ET7RAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED, r/ ! �. "� •�, ��♦ �, 1 �'- BI-3 'HH' �, 10.APPROPRIATE BMPS FOR CONS7RUC770N-RELA7ED MATERIALS WASTES,SPILLS OR -
KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARA77ON SHALL BE \ ! ! I�V \\\ ••• 7 j 1�- �B 3 8,�3 g8-J U 4"U v U RESIDUES SHALL BE IMPLEMEN7ED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SI7E TO
APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES \`�/ 4 U STREETS,DRAINAGE FACIL177ES OR ADJOINING PROPER77ES BY WIND OR RUNOFF.
GREATER THAN 5.•1 ARE REQUIRED TO BE KEYED AND BENCHED. \V j � �" \ i�z,. ♦ 12 _5 '7J �'
24. THE SOILS ENGINEER SHOULD INSPECT THE CONS7RUCTON IN THE FOLLOWING STAGES \ (/ / �� \� ` ,�\ ,� 7 3 41_3 -J '3 iu=4�„�. 11.ALL C0NS7RUC77ON CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE
A.UPON COMPLE770N OF CLEARING AND DURING EXCAVA7701V AND BEFORE BACKF7LL OF ALLUVIAL, AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKLEPING MEASURES FOR THE PROJECT S17E
COLLUWAL AND TERRACED AREAS AND ANY SUBSTRUC7URES. '� �V 6 39-3 46-3 AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS
V 0
8.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACAON,BENCHING AND � l \
FILLING OPERA770NS `c •, S - �„�`P„U Lv, U U ) 12.DISCHARGING CONTAMINA7ED GROUNDWAIfR PRODUCED BY DEWATERING GROUNDW47ER
C.DURING INSTALLA77ON OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. '\\�\ •-• \��� �3 PR�OS*D NAM $'i 771AT HAS INFILTRATED INTO THE CONS 7RUC77ON SITE IS PROHIBITED.DISC HARGNG OF
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUC77ON ` �� 4 / �E:' --- ' CONTAMINATED SOILS VIA SURFACE,EROSION IS ALSO PROHIBITED.DISCHARGING
25 EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLAN7ED WITH ROSEA ICE PLANT OR AN07HER l f \\ '� ` \ l NON-CONTAMINATED GROUNDW47ER PRODUCED BY DEWATERING AC7IVT77ES MAY REQUIRE A
APPROVED GROUND COVER AT TWELVE INCHES(12)ON CENTER SLOPES OVER FIF7EN FEET(15) /j� ��,\\ ''`g \ 71 �- NA77ONAL POLLUTANT DISCHARGE ELIMINA710N SYSTEM(NPDES)PERMIT FROM THE REGIONAL
IN VERTICAL HEIGHT,IN ADDIDON 70 GROUND COVER,SHALL BE PLANTED KITH APPROVED 7REES ��•. \� 2 1 PRA'0•SFO IRA% WATER QUALITY CONTROL BOARD.
SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 7EN FEET(10)ON CENTER,' "' \\� APN
7REE5 AT TWENTY FEET(20)DN CEN7ER,� COMBINAPONS RF7EEN FEET(15)ON CENTER. SLOPES / \.v \ o 1 APN ®APN =P PREDICTEN�- 2 0 363-090-001 13.BMPS SHALL 7 ED STORM EVENTS AND F FOLL MAINTAINED AT ALL AOL IN ADDI DOA;BMPS SHALL BE INSPECTED
`/ � \� \ PRIOR 7D OWING STORM EVENTS
OVER THREE FEET(3)IN VERB TE CAL HEIGHT SHALL HA PERMANENT lRRIGARON SYSTEMS WITH T C�\ � \ � APN 377-340-002 377-340-003 377-340-009 Q -
BACKHOW PREVENRON DEVICES PER U.B.C. I377-340-001 APN
26. APPROVED PROTEC7IlE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO 377-340-L176 14.AT THE ND OF EACH DAY OF CONSTRUCBON ACTIVITY ALL CONSTRUCTON DEBRIS AND
PROTECT ADJOIN/NCI PROPERTIES DURING THE GRADING PROXCT. , , •°. " WASTE MA7ERIALS SHALL BE COLLEC7ED AND PROPERLY DISPOSED OF IN 7RASH OR RECYCLE
�� L s -_,\��` \ �
27, APPROVED EROSION PREVEN77VE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY _ BINS
SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. COUNTY OF RIVERSIDE
28. ALL WORK SHALL CONFORM TO THE CITY AND STA7E CONSTRUCTION SAFETY ORDERS'- - `3
29. THE LOCATION AND PR07EC7701V OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE •\�,
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB 577E AT ALL 77Mf.
31. SANITARY FACIL177ES SHALL BE MAINTAINED ON THE SI7E FROM BEGINNING TO COMPLE77ON OF f
GRADING OPERATION LOCATION MAP s
32. ALL SLOPES SHALL BE PLANTED AND IRRIGA77ON FACIL177ES SHALL BE PROVIDED FOR ALL SLOPES IN AP SCALE: 1'=300'
-
EXCESS OF THREE(3) FEET WR77CAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLERON OF \• -
ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE l� J yr � `� \ �� � �24ppp���...010011-- 5 0 -300 600 900 P WAswN LAY'�RE
NO.862 PRIOR TO THE APPROVAL OF FINAL INSPECTION. �.// �rf
33 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SIZE /�, -�J 11 •'�;;,`'�- 1 f,5
AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EAIS77NG FACILIDES R£SUL BNG DIRECTLY OR APN @
INDIRECTLY fROM HIS OPERATIONS WHETHER OR NOT SUCH FACIL177ES ARE SHOWN ON THESE PLANS V / J �� �✓f .i,�' ^;� \ _0 p - Project -�
34. THE DESIGN ENGNEER SHALL PROVIDE A MINIMUM OF ONE N BLUE TOP PER FINISHED PAD,PRIOR - ` I F�
TO ROUGH GRADE APPROVAL LEGEND Site
35. APPROXIMATE DATE OF• BOUNDARY LINE DATA TABLE
a£aNNiNc oPERAnoN __ SOILS ENQNEER OWNER/DEVELOPER ENGINEER 1Q-5 LOT/-PHASES T.
COMPLE77ON - LINE TABLE �r
36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE 41 JO F,INC SPYGLASS RANCH(RIVERSIDE)ASLI l;L.L.L.P. K&N.
ENGENDERING INC.
INCHES(3)WILL BE PLACED/N FILLS Wl7HIN ROADBED AREAS OR THREE FEET(3)OF FINISH 4130 HAT ROCK DRIVE 515 AVOCADO AVENUE 357 N SHERIDAN STREET BEARING DISTANCE \
GRADES,UNLESS THE LOCATION,MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED SUI7E 140 CORONA DEL MAR,CA 92625 - SUI7F 117 1 N4640'48'W 155.01' �B SHEET NUMBER
BY THE SOILS ENGINEER RIVERSIDE, A 92505 PHONE.. (949)515-7224 CORONA, CA.92880 1 N3973'05'W 194.40'
3Z THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPEC7701V 7EL: (951)710-1160 PROJECT MANAGER:ERIK LUNDE PHONE. (951)279-1800 3 N194556'W 8892' PROJECT BOUNDARY
BEFORE APPROVAL CONTACT.-ED LAMDNT FAX. (951)279-4380 4 N19 42'11"W 70.33' TC - TOP OF CURB
38. GRADING PLANS WILL NOT BE APPROVED UN77L ALL RETAINING WALLS ARE APPROVED BY THE CENTER LINE LAKE
5 N45t79'07"W 14525' - - TB - .TOP OF BERM
BUILDING DEPARTMENT. - TOP OF SLOPE ELSINORE
39. THIS S17E HAS 087AINED A NA77ONAL POLLU77ON PREVENRON ELIMINADON SYSTEM(NPDES)PERMIT 6 N603733'W 247.31' �y7 FL - HOW LINE
TO REGULA7E MUNICIPAL AND INDUSTRIAL STORM WA7ER DISCHARGES 7 N465O'4O'W 376.41' Y_ 2:1 I SLOPE RA7/0 GB - GRADE BREAK (J''
NPDES MID _ DATE PERMIT ISSUED: -_ - B N5057'31'W 322.96'
40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO BUILDINGS OR WALLS SHALL 9 N4035'28W 43857' --�---J-- TOE OF SLOPE BCR - BEGINNING CURB RETURN
BE PLACED W/7HIN EASEMENT LIMI7S. 7EMPORARY IMPROVEMENTS ARE SUBJECT 70 REMOVAL AT 10 N235O'14"W 179.41' -----+---- HOW LINE ECR - END CURB RE7URN VICINITY MAP ���
OWNERS EXPENSE. 11 N503446"W 185.60'
41. DURING THE GRADING OPERA770N,AN ARCHAEOLOGIST SHALL MONITOR ALL GROUND-DISTURBING - -7 r2n---�_ PROPOSED CONTOUR- STA. - STADON
12 N36'40'Ol"W 180.58' - 7HOMAS GUIDE- RIVERSIDE COUNTY(2007)PAGE 866, GRID F-2
ACRVI7/ES IN AN EFFORT TO IDENTIFY ANY UNKNOWN ARCHAEOLOGICAL RESOURCES ANY NEWLY BC - BEGNNING CURVE N.T,S
DISCOVERED CULTURAL RESOURCE DEPOSITS SHALL BE SUBJECT TO A CULTURAL RESOURCES CONTRACTOR'S RESPONSIBILITY l3 NOO'0842"W 698.96' 1120 EXIS77NG GROUND CONTOUR
EVALUATION. 14 N8950'01'W 2640.89' DAYLIGHT LINE___ __ EC - END CURVE
42. DUE 70 THE PRESENCE OF SUITABLE HABITAT ONS/7F FOR THE WESTERN BURROWING OWL,A CON7RAC70R AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 15 N8948'17'W 2634.69' IS - FINISH SURFACE
OUALIn D BIOLOGIST SHALL CONDUCT PER-CONS7RUCTON FOCUSED SPECIES SURVEYS WITH/N SITE CONDIBONS DURING THE COARSE OF CONS7RUCT70N OF THIS PROJECT,INCLUDING SAFETY
30-DAYS PRIOR TO ANY GROUND-DISTURBING ACTIN77ES AT THE PROECT 577E WHERE SUITABLE OF ALL PERSONS AND PROPERTY THAT IHIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND 16 N0078'09"W 2230.99' GRADE FG - FINISH GRADE
HABITAT/S PRESENT. NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CON7RACTOR SHALL DEFEND, 17 N8974'15"W 163z75 ETS INDEX OF SHE
43. PRIOR TO ISSUANCE OF ANY GRADING PERMIT DEVELOPER SHALL PROVIDE THE COMMUNITY INDEMNIFY AND HOLD 7H£OWNER AND THE ENGINEER HARMLESS FROM ALL LIABILITY,REAL OR 18 N0073'55"W 948.45' STORM DRAIN EE - CENTERLINE
ALLEGED,IN CONNEC77ON WITH THE PERFORMANCE OF WORK ON IRIS PROJECT,EXCEP77NG FOR R - PROPERTY LINE SHEET NO. DESCRIPTION
DEVELOPMENT DIRECTOR WHIN A COPY OF A CLEAN WATER ACT SEC DON 770V PERMIT ISSUED BY THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. CONTRACTOR 19 N7055'31"W 110.00' _ 1 ................................... 777LE SHEET
THE CALIFORNIA DEPARTU.S.ARMY CORPS OF MENT OFF FISH AND AND A OGAME(OR EVIDENCE 7HAT NO PE MIT ORMAGREEMNENT �IS SENILE REVIEW AND IMPLEMENT THE STORM WATER POLLUDON PREV£N7/ON PLAN(SWPPP). 2� N6743'4S"W 218.35' - i r` `�� PROPOSED TRAIL INV/I.E - INVERT ELEVA RON AP
213 ................................... INDEX
MS&CONSTRUCTION NOIRES
REQUIRED)FOR ALL PROJECT-RELATED DISTURBANCES OF ANY S7REAMBED. R/W - RIGHT-OF-WAY 4 ,••,••,•••••••••••••••••••••••••••• TYPICAL SECDONS&PAD DETAILS
22 N4355'01'W 37514' c
23 N58O059"W 407.55' --F--- CUT/F7LL LINE U.O.N. - UNLESS OTHERWISE NOTED 5-24................................... PLAN SHEETS
25 ................................... PRELIMINARY SUBDRAIN LOCADONS MAP
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIA7E PREPARED BY: SEAL AS BUILT - SHEET NO.
COND177ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENaNaRINC 357 N.SHERIDAN S7REFT µ�QF 1 CITY OF LAKE EL51NORE
FOUND ACCEPTABLE SUITE 177 ,
NSSC,Vq( RCE EXP. DATE
,tea s F
LAND PUNNING CORONA, CAA 92880 tie�`�� oo yc, REVIEWED BY ROUGH GRADING PLAN
TEL(951)179-1879-1800
i9SMVMNG FAX(951)279-4380 N 6 931 A FM TRACTS M74 JW7-2,•5•37T+ OF 25 S TS
Engineering,Inc. * * INSPECTOR DATE 3M7-4 AND JW-5
KEN A. SEUMALO,RCE No.56915 O' t l�mo% TrgrP CIV1�o��p SCALE., BENCH MARK: INDDC MAP FILE N0.
CITY ENGINEER S_ �_/3_/+� OF cAUF
CITY OF LAKE ELSINORE �� FARRI AD R.C.E. NO.65931 DATE DATE•
Brwin9:R IT653T41FmdlGradn9 Ragh1353J]-1,2 3.4,513T4-PIN-RLP-JSt31PNl-OOI.Mg Loput J14-PLN-RG^-JBJ3)PN1-B01 Sav1�J/] IJ I:A9 PM PIottM 3/]/2013?41 PM BY Patrick&own