HomeMy WebLinkAboutLot 1-2, 22-28 Precise Grading GRADING NOTES:
1. ALL GRADING AND RELA TED GRADING ACTT W T7ES SHALL CONFORM TO THE 1998 CALIFORNIA
BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IFEROSION AND SEDIMENT CONTROL NOTE
APPLICABLE, TO THE STA 7F WA TER RESOURCES CON TORL BOARD NPDES GENERAL PERMI T IIPFtIE4: I S; .1,I�F_=� 47XIRA 1
FOR CONSTRUCTION ACTT V7TIES 1. INFORMA TION ON THIS PLAN IS FOR EROSION AND SEDIMENT CONTROLS ANL Y. SEE THE
GRADING PLAN FOR ADDI 77ONAL REQUIREMENTS A COMBINA TION OF EROSION AND SEDIMENT
2. BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1Z DRAINAGE SWALES SHALL BETRACT 10222028 EACH YEAR AND, A T A MINIMUM, MA/NTA/NEO THROUGHOUT THE RAINY SEASON (OCTOBER 1 CONTROLS MUST BE IN PLACE FOR ALL SOIL-DISTURB/NG ACTIVITIES BY OCTOBER 1 OF
A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF NON � LOTSE ' - APRIL 30).
GRADES SLOPES FINISHED GRADE SLOPE A WA Y FROM THE EXTERIOR WALLS A T NOT LESS
THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 2. DISCHARGER CONTACT INFORMATION:
3. MAXIMUM CUT OR FILL SLOPES BE 2:1. CITY OF TEMECULCRAFTSMEN HOMES, )C ( )
RESPONSIBLE PARTY FIRM
AI I I A r (909) 757 - 8199
4. PROVIDE, AS APPLICABLE, CONCRETF BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM , 1 I I I I (24-HOUR PHONE NUMBER)
FLOWS, OR PROVIDED GRADE BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN
VERTICAL HEIGHT OR THA T ARE ADJACENT TO GRADED AREAS TO DIRECT TO SURFACE _ I I I I 3. THE DISCHARGER IS RESPONSIBLE FAR THE IMPLEMENTATION AND MAINTENANCE OF ALL
RUNOFF AWAY FROM THE TOP SLOPES. 1 - EROSION AND SEDIMENT CONTROL WORK, AND SHALL INSURE THAT WOK IS IN ACCORDANCE
_ _ SEE�H $T _-M Sgt 2 WITH THIS APPROVED PLAN. lF SOIL DISTURBANCE MEETS OR EXCEEDS ONE ACRE, A WASTE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CI WL ENGINEER, F` -- -x CONSTRUCTION NOTES DISCHARGE IDEN77FICA TION NUMBER (*DID) ISSUED BY THE STA TE WA TER RESOURCES
SOIL ENGINEER, ORENG/NEER GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAS BEEN � AND SEDIMENT CONTROLCONTROL BOARD (SWRCB) SHALL BE PROVIDED r0 THE CITY. IN ADDITION, ALL EROSION
OPERLY PLACED AND W140 SHALL SUBM/T A FINAL COMPACTION REPORT FOR ALL FILLS I � � CONTROLS OUTLINED IN THE SITE'S STROMWATFR POLLUTIOVY PREVENTION
PR I I (DCONSTRUCT TYPICAL GRA SSPAVE DETAIL ON SHEET 4 PLAN (SWPPP) SHALL ALSO BE IMPLEMENTED, OR AS DORECTED BY THE CITY'S NPDES
0 VER 1' DEEP
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6. A REGISTERED CIVIL ENGINEER SHALL SUBM/T TO THE CITY OF TEMECULA PUBLIC WORKS I I O2 CONSTRUCT F/RELANE DEL/NEA TION ON SHEET 8` 4. THE DISCHARGER SHALL BE AVAILABLE WITH EQUIPMENT AND WC7IRKERS FOR EMERGENCY
DEPARTMENT A WRITTEN CER 77FICA 77ON OF COMPLETION OF ROUGH GRADING IN ACCORDANCEWORK AT ALL TIMES DURING THE RA/NY SEASON. NECESSARY MATERIALS SHALL BE
WITH THE APPROVE GRADING PLAN PRIOR PRIOR TO ISSUANCE OF BUILDING PERMIT: I I • 1 STOCKPILED AT CONVENIENT LOCA TIONS ON SI TFTO FACILI TA rE RAPID CONSTRUCTION AND
MAINTENANCE OF TEMPORARY EROSION AND SEDIMENT CONTROLS. TEMPORARY EROSION AND
CER77FICA 77ON SHALL BE, GRADE, ELEVA TION AND LOCA 77ON OF CUT / FILL SLOPES. I I ♦ SEDIMENT CONTROLS SHALL CONSIST OF, BUT NOT BE LIMITED TO, C0NS7RUC77NG
FACILITIES AND TAKING MEASURES NECESSARY TO PREVENT REDUCE, CONTROL, AND ABTF
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOT I / 2 DAMAGE DUE TO WA IFR, MUD, AND DEBRIS RESUL TING FROM EROSION AND SEDIMENT
• TRANSPORTIVEPOSITTON TO PUBLIC AND PRIVATF PROPERTY FROM CONSTRUCTION ACTIVITIES
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF PELIM/NARY ' ' / l OF THIS PROJECT.
SOILS INVES 77GA TION BY, SID GEOTECHNICAL DA TED MA Y 23. 2003. TWO SETS OF THE FINAL ' / �7 ♦ ♦ - 5. CLEAR/NG SHALL BE LIM/TED Til AREAS THA r WLL RECEIVE /MMED/ATF GRAD/NG. A
COMPAC77ON REPORT SHALL BE SUBM/TTFD TO PUBLIC WORKS DEPARTMENT WHICH SHALL r-- ��, S COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT
INCLUDE FOUNDA TION DESIGN RECOMMENDA TIONS OF PRELIM/NARY SOILS REPORT: i� ��, HAVE BEEN CLEARED. THESE MEASURES MAY INCLUDE, BUT STILL NOT BE LIMITED T0.•
7 I 7 28 �-'� SEEDING, MULCHING, BALNKE75; MA TS, DESIL TING BASINS, GRADED BERMS, SAND AND/OR
9. THE CONTRACTOR SHALL N077FY THE PUBLIC WORKS DEPARTMENT A T LEAST 48 HOURS /� ,► �� 22 j GRA VEL BAGS, FIBER RILLS, FlL TFR CLOTH, SILT FENCES, CHECK DAMS, CHEVRONS, DRAINAGE
IN ADVANCE REQUES77NG FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC77ON 2 INLET PROTFcnDN, ETC. CARE SHALL BE ECERCISED TO PRESERVE VEGETATION BEYOND THE
PRIOR TO BUILDING PERMIT CLEARENCE FOR EACH L 0 T �� 7 x Y` GRADING LIMITS
PUBLIC WORKS DEPARTMENT PHONE- (909) 694-6411 � � � SEE SgEET 5 � � 1 �
1 26 y 1 I I 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED AND MAINTAINED (l.E.
I I \ INSPECTED RESTORED, REPAIRED, OR MODIFIED ON CONTINUAL BASIS THROUGHOUT THE S1 TF
1C CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMB/NA77ON OF EROSION AND SEDIMENT I ` '
�/ DURING CONSTRUCTION ACTIVITIES TO PROTECT DOWNGRADE PERIMETERS, ADJACENT.
I r 2J \ ` PROPERTIES, ENWRONMENTALL Y SENS177VE AREAS, WA TERCOURSES, CURBS, GUTTERS,
CONTROLS TO PR07ECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. 1
\ STREETS, DRA INA GE INLETS, AND OTHER PRI VA TE AND PUBLIC STORMWA IFR CONVEYANCE
11. POST-GRADING ACTT V/TIES SHALL INCLUDE. BUT NOT BE LIMITED TO, WHERE APPLICABLE
GROUNDCO VER, TREES, SHRUBS, OR A COMB/NA RON THEREFOR /N ACCORDANCE W1 T H CITY Y PL J `� SYSTEMS
ALL REMOVABLE EROSION CONTROLS; SUCH AS BLANKETS AND AMTS, SHOWN ON THIS PLAN,
CODES PRIOR TO THE APPROVAL OF THE FINAL INSPECTION. SLOPES OVER 4' IN VER77CAL 5',MIN FL 7.1. PA VING NOTES AND OUTLINED IN THE SWPPP (IF APPLICABLE), SHALL BE /N PLACE AT THE END OF EACH
HEIGHT SHALL BE PERMANENT IRRIGA TION SYSTEMS WITH BACKFLOW PREVENTION DEVICES 10 MIN 25 WORKING DAY THROUGHOUT THE RAINY SEASON. SIMILAR CONTROL DEVICES SHALL BE
r 1. MIN/MUM PARK/NG LOT SHALL BE ONE (1.0 PERCENT IMPLEMENTED DURING THE DRY SEASONS, AS APPLICABLE, TO M/TIGATF DUST FROM WND
PER THE U.P.C. / r ) EROSION.
24 IN 12 FILL MA TER/AL SHALL NOT BE PLACED ON EXIS77NG GROUND UN 77L GROUND HAS BEEN ;� / 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. 8. DURING THE NON-RAINY SEASON, SEDIMENT CONTROLS, SUCH AS CURB AND GUTTER
CLEARED OF WEEDS, DEBRIS, co RG TOP PL SLOPE f �J CHEVRONS DRAINAGE INLET PROTECTION SEDIMENT TRACKING CONTROLS ETC. SHALL BE
TDP SOIL, AND OTHER DE MA TFRIAL. IF STEEPED PAD PER PLAN � � ��
SLOPEING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE _ - 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES IMPLEMENTED. IN ADDITION, ANY NON-STORMWA TFR DISCHARGES ASSOCIATED WITH
CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL SUPPORT A REGISTERED CIVIL �G - - �? I , PR/OR TO PLACEMENT OF PAVING. CONSTRUCTION-RELATED AC77W7ES MUST BE PREVENTED FROM REACHING STREETS, CURBS,
ENGINEER, SOIL ENGINEER, OR ENGINEER/NG GEOLOGIST SHALL APPROVE PLACEMENT TO FILL. v 1 ` GUTTERS, AND ALL OTHER STORMWATER CONVEYANCE SYSTEMS ROUTINE STREET CLEAN/NG
\ 4. ASPHAL TIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN SHALL BE PERFORMED BY DRY METHODS ONLY (I E. STREET SWEEPING). lF STREET WASHING
/ ♦ l~Y ` ' 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE IS REQUIRED, APPROPR/A TF BEST MANAGEMENT PRACTICES (BMPs) SHALL BE INSTALLED TO
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UN ITL PERMANENT DRAINAGE STRUCTURES ARE 2� MIN � l\ �`` � O WA SH TFR OR AS DIRECTED BY THE CITY'S NPDES INSPECTOR.
C77VE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOIN/NG AND 20X MAX �\� APPLIED A T A RA TE OF 0.05 GALLONS PER SQUARE YARD, ASPHAL T EMULSION D/RECTL Y ADDRESS THE S ,
INSTALLED. PROTE SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD
DOWNSTREAM PROPER77ES FROM SIL T DEPOSI77ON AND PONDING WA TER DURING GRADING SPECIFICATIONS 9. ALL CONSTRUC110N ENTRANCES SHALL BE STABILIZED (I.E. GRAVEL, SHAKER PLATES, ETC)
OPERA TIONS. R DRAINAGE DETAIL l �� YEAR-ROUND TO PREVENT MUD, SEDIMENT, AND DUST FROM BEING T RACKED OUT OF THE
SIDE YA D , \
GRADING DETAIL / 5. THE SUBD/VIDER OR CON TRACTOR SHALL APPLY TO THE Cl TY OF TEMECULA SITE BE VEHICULAR TRAFFIC.
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. NTS `T \ DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK 10. ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS; SILT FENCES, DESTLIING
\�\ INDEX MAP WITHIN CITY RIGHT WAY. BASINS, CURBS, GUTTERS, STREETS, BROW DITCHES, TERRACE DRAINS, AND OTHER PRIVATE
15. STABILITY CALCULA 77ONS WITH A FACTOR -OF-SAFETY OF A T LEAST ONE AND FIVE- AND PUBLIC STORMWA TER CONVEYANCE SYSTEMS PRIOR TO AND AFTER EACH RAINSTORM.
TENTHS (1.5) SHALL BE SUBMITTED TO PUBLIC WORKS DEPARTMENT BY REGISTERED CIWL 1 =300 6 THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE DRAINAGE INLETS' SHALL BE PROTECTED TO PREVENT SEDIMENT AND DEBRIS FROM ENTERING
PLAINSCEMENT OF ASPHAL 1:
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT FILL SLOPES A VER 30' IN 10jE A T SUBGRADE COMPLETION, A T BASE GRADE COMPLETION AND DURING DOWNSTREAM STORMWA TER CONVEYANCE SYSTEMS.
PLA
VER TICAL HEIGHT RPWD RDpp 11. THE D/SCHRGER SHALL CONDUCT OPERA TIONS /N SUCH A MANNER THAT SIORMWA TR
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAR/NG OF THE PROPOSED RUNOFF WILL BE CONTAINED ON SI TF THROUGH DESIL TING BASINS, EARTH BERMS, ETC., OR
16. A REGISTERED CI WL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CER77FICA 77ONo ROAD WORK AREA AND RELOCA 77ON AND COST OF ALL EXISTING U77L1 TIES INE CITY FIL TFRD THROUGH A SERIES OF BMP'S SUCH AS SAND/GRA VEL BAGS, SIL T FENCES, FIBER
OF BUILDING PAD ELEVA TONS. WHERE SPECIFIC ELEVA TIONS ARE REQUIRED, THE ELEVA TION, " � R o P SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONS IRUCTTON AT ROLLS, ETC., r0 THE STORMDRAIN SYSTEM.
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GI VEN. IF AN ELEVA TION WITH RESPECT TOq ,� w -A (909) 694-6411. 12. THE DISCHARGER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT PLAN 1 T VIA DEL MONTE 8. A COMPAC7701V REPORT BY A SOIL ENG/NEER SHALL CERTIFY 90% COMPACTION PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUND WA IFR, DUE TO EROSION AND
GROUND SHALL BE GIVEN. po PAUBA OF SUBGRADE PRIOR TO PLACEMENT OF BASE AND 95X COMPAC77ON OF BASE SEDIMENT CONTROL DEVICES, CREATES A HAZARDOUS CONDITION. CONFORMANCE WITH THE
Z� VIA RAMI o PROJECT SITE PR/OR TO CALL FOR SECOND INSPECTION AND PLACEMENT OF ASPHALT PA VING. REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE DISCHARGER FROM THIS
17. EROS/ON AND SEDIMENT CONTOL: THE PERM/TEE SHALL AB/DE BY ALL THE REQUIREMENTS ,� Y ROEAL� RESPONSIBIL111ES TO THIS SITE AND PROTECTING ADJACENT PROPERTIES
OUTLINED /N THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES I d G� M�Gq a M' PLACE 9. COMPACTION TEST OBSERVA 77ON OF SUBGRADE OR BASE ROCK GRADE SHALL BE 13. TEMPORARY OR PERMANENT DESIL TING BASINS ARE TO BE CONSTRUCTED, /F APPLICABLE,
THROUGHOUT THE DURA 77ON PROJECT, INCLUDING ADHERENCE TO 7HE STATES NPDES ---� SANTIP r� o COORDINA7FD BY THE CONTRACTOR WITH THE SOIL ENGINEER AND THE PROJECT PRIOR TO GRADING OPERATIONS AND SHALL HAVE A MEANS FOR DEWATERING TO PREVENT
ROAD o r, ? FOX ROAD INSPECTOR, ALL GRADE INSPEC77ONS WILL BE IN CONJUC77ON WITH OR PRECEDED OVERFILLING BETWEEN STROM EVENTS
PERMIT FOR CONSIRUC170N ACTTVII7ES, IF APPLICABLE. �� d BY COMPACTION TESTING.
w sORM
� �+p 14. STORMWA TER RUNOFF GRADED AREAS SHALL NOT BE CARR/ED OVER GRADED SLOPES
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RA/NY SEASON. 4 9c� f�� o�� oP� 10. FINAL PAVEMENT STRUCTURAL SEC77ON DES/GN SHALL BE SUBMITTED TO THE TEMPORARY EROSION AND SEDIMENT CONTROLS ARE REQUIRED ON ALL MANUFACTURED
NO OBS7RUC77ON OF FLOOD PLAINS OR NATURAL WA TER COARSES SHALL BE PERMI TT SD. <FFN� DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF IFN DAYS PRIOR TD SLOPES UNTIL 70% VEGITATIVE COVER HAS BEEN ESTABLISHED OR AS DETERMINED BY THE
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEA TFD IN THE FIELD PR/OR TO qc• P�p Pico qy 0 PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE ME7NODOLOGY CITY'S NPDES INSPECTOR. SLOPES MUST HAVE EROSION AND SEDIMENT CONTROLS IN PLACE
,a SET FOURTH IN CHAPTER 600 OF THE CAL TRANS HIGHWAY DESIGN MANUAL AND PRIOR TO OCTOBER 1. SLOPES CONSTRUCTED AFTER OCTOBER 1ST SHALL HAVE EROSION
ALL GRADED
o,4,T " ,• S.
COMMENCEMENT OF ANY CONSTRUCITON/GRADING. RD<=> �q Ro�,p u17uZE THE R VALUE METHOD. THE R VALUE TESTS SHALL BE CONSTRUCTED IN AND SEDIMENT CONTROLS AS THE CONSTRUCTION OF SLOPES PROGRESSES.
3' OR MORE IN HEIGHTSHALL INCLUDE, BUT NOT BE LIMITED T0, BEDDING,
ACCORDANCE WITH CALIFORNIA TEST N0. 301 AND SHALL BE PERFORMED BY A MULCHING, SOIL STABILIZERS, SOIL BINDERS, vEGErA T1av, OR HA VE EROSION CONTROIL
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PR/OR TO ANY WORK WI THIN A HwY. 79 REGISTERED C114L ENGINEER. THE NUMBER AND LOCA 77ONS OF THESE TESTS SHALL SUCH AS STRAW COCONUT STRAW/COCONUT OR HA
POI YPRO N7ROL
PUBLIC RIGHT OF-WAY. BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS BLANKETS, ,
MATS, OR OTHER ACCEPTABLE MA TERIALS INSTALLED. JUT NETTING SHALL NOT BE USED AS
TO SAN DIEGO A STAND-ALONE EROSION CONTROL. IN ADDI TION, SEDIMENT CONTROLS SHALL BE PLACED
21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS' DOES NOT RELIEVE THE 195.5' 11. ASPHALT CONCRETE SHALL CONFORM O ALL PROVISIONS OF SECI7ON 203-6 OF AT THE TOE OF THE SLOPE AND IN INCREMENTS' OF 10 FEET MEASURED VERTICALLY ON THE
APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORREC77ON OF VICINITY MAP- THE CURRENT STANDARDS SHAL ICA TIONS OF PUBLIC hIMUM0RKS CONSTRUCTION. FACE OF SLOPE FOR GRADES OF 3.1 AND GREATER.
REQUEST THE APPROPR/A TE NOT TO SCALE ASPHALT SURFACE COURSE SHAL BE C2-AR-4000. MINIMUM THICKNESS IS 2
ERRORS OR OMISSION DISCOVERED DURING CONSTRUC770N. UPON, INCHES, MAX/MUM THICKNESS IS 3 INCHES ASPHALT CONCRETF SEC 77ONS GREATER 15. PAVED STREEI5, SIDEWALKS, AND OTHER IMPROVEMENTS SMALL BE MAINTAINED FREE OF
PLAN REVISION SHALL BE PROMP7L Y SUBMITTED TO 7HE CITY ENGINEER FOR REVIEW AND OWNERIAPPLICANT THAN 3 INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000. A MINIMUM LOOSE SOIL, CONSTRUCTION-RELA IED MATER/ALS, DEBRIS, AND WASTE AT ALL TIMES
APPROVAL. THICKNESS OF 2 INCHES MATFRIAL STORAGE AND WASTE HANDLING AREAS SHALL ESTABLISHED.
CRAFTSMEN HOMES BENCHMARK DESCRIPTION 12. ALL DRI VEWA YS SHALL BE PA PED WITH AC OR CONCRETE PRIOR TO OCCUPANCY. APPROPR/A TFSECONDARY CONTAINMENT SHALL BE IMPLEMENTED FOR MA TER/ALS HA VING A
22. THE ISSUANCE OF THIS PERMI T BY THE Cl TY OF TEMECULA DOES NOT IMPL Y OR PRO WDE PLAN 2 CONTACT- SCOTT SHADDIX P07EN77AL FOR SPILLS OR LEAKS. CONCRETE WASH-OUT PITS SHALL BE CONSTRUCTED, IF
ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULA 77NG THE PROVISIONS OF rZL ^ 1157 NORTH RED GUM APPLICABLE, AND SHALL BE LOCATED AWAY FROM STREETS AND SIDEWALK RIGH T OF-
ELEVA TION.• 1052.514 DA TE.• 9-13-82 E GEND TRACT BOUNDARY WA YS CK
STA TE OR FEDERAL ENDANGERED SPECIES ACTS OR WA TER QULI TY REGULA TIONS. THE _ J ANAHEIM, CA 92806
CON TRACTOR/OWIVER/DEVEL OPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIA TE a o I PHONE- (714) 630-7630 RIVERSIDE COUNTY DESIGNA 770N.• T-2-81 STAMPED ON 2 & 1/2" BRASS 16. EMERGENCY ACCESSES SMALL BE MAINTAINED AT ALL TIMES INCLUDING ACCESS rO
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. I I DISK IN CONCRETF CYLINDER. 3.4 MILES SOUTHEASTERN ON HWY. 79 FROM FLOW LINE F.L. RIGH T-OF-WAY NEIGHBOR/NG PROPERTIES).
TME INTERSECTION OF MAIN STREET AND FRONT STREET IN 7FMECULA. A T
REPRESENTA TIVE SOUTHWEST CORNER OF THE /NTFRSECRON ON HWY. 79 AND MARGARITA FINISHED GRADE F.G. PROPERTY LINE 17 NO 08S7RUC770N OR DISTURBANCE, OTHER THAN FILTER/NG BNPA SHALL OCCUR TO ANY
ROAD. 109' SOU TV OF THE STREET CEN TER LINE OF HWY. 79 AT THE _ EXIS77NG PUBLIC, OR PRI VA TE, STORMWA TER CONVEYANCE DURING THE RAINY SEASON,
ENGINEERS NOTICE TO CONTRACTORS lW CONSUL 77NG ENGINEERS, INC. CENTERLINE UNLESS ADEQUATF TFMPORA R Y11PERMA NEN T DRA INA GE FACIL I77ES HAVE BEEN APPROVED
. NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE AROUND WELL SITE. STORM DRA/N SD. AND INSTALLED r0 CARRY SURFACE WATER TO THE NEAREST PRACTICAL STDRMDRAIN OR
THE EXISTENCE AND LOCA TION OF ANY UNDERGROUND U 11LlT1ES OR STRUCTURES SHOWN ON THESE 3544 UN/VERS/TY A VE 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER. FLOWLINE --- NA TURAL WA IFR COURSE.
PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, RIVERSIDE, CA. 92501 FINISHED SURFA CE F.S
THERE ARE NO EXIS77NG UTILITIES EXCEPT THOSE SHOWN/ ON THIS PLAN. THE CONTRACTOR IS REQUIRED I PHONE.- (951) 687-2929 NOTES CUT/FILL LINE -� --�-- 18. FILL AREAS SHALL HAVE EROS/ON AND SEDIMENT CONTROLS IMPLEMENTED A WHILE BEING
ICT
FAX.- 951 687-2999 F BROUGHT UP TO GRADE TO ELIM/NA 1F, REDUCE, AND CONTROL EROSION AND INE SIL TA TION
TO TAKE ALL PRECAU77ONARY MEASURES TO PROTECT THE U77L1 TIES SHOWN, AND ANY OTHER LINES OR I ( ) 1. ONSITE DRAINAGE FACILI77ES (TERRACE/DOWN DRAINS, TOP OF CURB T DAYLIGHT LINE NA T OF DOWNSTREAM FACILITIES AND ADJACENT AREAS DURIING CONSTRUCTION PHASES P ESE
S7RUC7`URES NOT SHOWN ON 0 7HESE LINES OR S7RUCTURESSE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE ; SOILS ENGINEER BROW DITCHES, UNDER DRIVEWAY CULVERTS, ETC.) TOP OF BERM TB CUT FORM OF PIPES ORMA Y INCL UPAVED DITCHES WITH PROTFCTFD7ED TO, ROUTFALL AREAS, EARTV BERMS AT
o I TO BE PRI VA TEL Y MA/NTA/NED, UNLESS SHOWN PROPOSED CONTOUR x--999 THE TOP OF SLOPES TO ADDRESS SURFACE RUNOFF, EROSION CONTROL BLANKETS, SEEDING
CONS TRUC77ON CONTRACTOR AGREES THA T IN ACCORDANCE WI TV GENERA LL Y ACCEPTED CONS TRUC77ON I PE1RA OR MULCHING, CONFINED PONDING AREAS TO DESIL T RUNOFF, TEMPORARY CHECK DAMS
PRAC77CES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE PLAN 3 27620 COMMERCE WITHIN AN H.D A. EASEMENT HIGH POIN T H•P• EXIS77NG CON TOUR (999) AND FIBER ROLLS TO RL TER RUNOFF,• SAND/GRAVEL BAG PROTECTION AROUND INLETS, AND
RESPONSIBILI TY FOR JOB SI TE CONDI TIONS DURING THE COURSE OF CONS 7RUC77ON OF THIS PROJECT CENTER DR.,S 7 103 APPROPRIA TE GRADING TO DIRECT DRAINAGE AWA Y FROM THE EDGAE OF THE TOP OF
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; TMA T THIS REQUIREMENT SHALL APPLY CON77N000SL Y 7EMECULA, CA. 92590 SOURCE OF TOPOGRAPHY LOW POINT L.P. STORM DRAIN SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE
AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONS7RUC77ON CONTRACTOR FURTHER AGREES TO, ( PROJECT DESIGN CONSUL TANTS TOP OF SLOPE
909 699-6193 & CATCH BASIN �SD- EARTHWORK OPERA]TONS ARE NOT PROGRESS.
)
DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, T.S -
43460 RIDGE PARK DRIVE SUI TF 170 2:1 SLOPE 19. THE DEPARTMENT OF PUBLIC WORK'S APPROVAL OF THIS PLAN DOES NOT RELIEVE INE
REAL OR ALLEGED, IN CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT PALEONTOLOGIST TEMECULA CA 92590 -7- :1__I DISCHARGER FROM Hl/HER RESPONSIBIL TIES FOR THE CORRECTION OF ERRORS AND
' GRADE BREAK G.B. OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDI77ONS PRINCIPE & ASSOCIATES (951) 695-5596 x236 REWS/ONS SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS FOR
IMMEDIA TFL Y TO THE DESIGN ENGINEER FOR RESOL U 77ON PRIOR TO CONS TRUC 77ON, AND SHALL BE RESPONSIBLE BUILDING FOOTPRINT 39815 MURRIETA HOT DA TE FL OWN.• FEBRUAR Y 22, 2005 L 0 T NUMBER PAD SQUARE FOOTAGE 12,345 S F. APPROVAL.
FOR DISCREPANCIES NOT SO REPORTED AND RESOL VED. NOT TO SCALE SPRINGS RD. 20. THE DEPARTMENT OF PUBLIC *VRKS RESERVES THE RIGHT TO MAKE CHANGES OR
CAU770N.• THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED MURRIETA, CA 92563 FINISH PAD ELEVATION 1234.0 MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY.
CHANGES OR USES OF THESE PLANS. ALL CHANGES TO 7HE PLANS MUST BE IN WRITING AND MUST BE APPROVED (909) 677-9514
BY THE PREPARER OF THESE "PLANS" PROP. AC PA ONG
OR APPROVED EQUAL - it LO05-141 GR
LD05 089 GR
Q O DATE BY REVISIONS DATE ACC'D SCALE DESIGNED BY DRAWN BY CHECKED BY Drawing No.
QRUr 33/0N� FI AC FI RECOMMENDED BY: DATE: CITY OF TCULA DEPARTMENT OF PUBLIC WORKS
� I W ConsultingEngineers, Inc, 7 fi 05 FI REVISE HOUSE ON SHEET 2 ���o� I R/ ti y HORIZONTAL �� o Plans Prepared Under The Supervision Of /
• Civil Engineering ACCEPTED BY: DATE:Uj
DIAL TWO y otac • Surveying 1"-30' No. 60874
DEPUTY DIRECTOR OF PUBLIC WORKSBffcu PRECISE GRADING PLAN
Exp.12/31/Ofi Date: � as RONALD J. PARKS R
,,.,o oars • Land Planning FREDDY IRIANTO � � TRACT N0. 25941 - PHASE 2
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3544 University Avenue Tel: 951.687.2929 qTf OFF-CgL�F(R 60874 12-31-06 9-30-05 �lr--=Mees-------
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