HomeMy WebLinkAboutTract Map 30264-4 Lot 1-2 Precise Grading GRADING NOTES
CITY OF TEMECULA
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1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION
,�,Q` PRECISE GRADING PLAN
SEDIMENT CONTROL ORDINANCE NO. -0 , AND, IF APPLICABLE, TO STA WATER
RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
12. BUILDING PADA DRAINAGES ALE SLOPES SHALL A MINIMUMOF 17.. DRAINAGE
REDHA K S ALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2'
AMY FROM THETP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL
EXTERIOR WALLS AT NOT LESS 1 "
l,Q AN f� PER FOOT FOR A MINIMUM OF 3 FEET.
WOLF VALLEY ROAD
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
PROJECT SITE 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
302 4-4 STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES
OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
SURFACE RUNOFF AWAY FROM TOP OF SLOPES.
RAINBOW CANYON
ROAD 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER,
SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE
rBEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL
VICINITY M
..,., :
NOT T SCALE ' FILLS R 1 DEEP.
. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULAS PUBLIC WORKS
DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
ACCORDANCE NTH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING
PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT /
FILL SLOPES.
PAVING NOTEStori
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
I . ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
1. MINIMUM PARKING LOT GRADE SHALL BE 1.00%
PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC.,
�� , t � t'.; DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE
2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. �` ` �� . � .�� .� . �_ ' � SUBMITTED TO THE PUBLIC WORKS DEPARTMENT� DESIGN RECOMMENDATIONS AND CERT{FlCAlION THATCH SHALL GRADING HAS INCLUDE EEN DONE IN �
3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
SURFACES PRIOR TO PLACEMENT OF PAVING.
INDEX MIAP
4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN SCALE: 1 = 100'
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 46 HOURS IN
ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
FOURTEEN 14 DAYS) FOLLOWING PLACEMENT OF THE ASPHALT `' MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER
SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37,
39, AND 94 OF THE STATE STANDARD SPECIFICATIONS.
PUBLIC WORKS DEPARTMENT PHONE: 951 694- 6411
ESU DIVIDER 0 O ACTO SHALL APPLY TO CITY OF ECULA 10. CUT AN FILL SLOPES SHALL EPROTECTED A COMBINATION O EROSION AND
SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING
DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FORTHE GRADING PHASE.
ALL WORK WITHIN CITY RIGHT-OF-WAY.
6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE
PUBLIC WORKS, ONE INSPECTION AT SUB-GRADE COMPLETION, AT APPLICABLE, GROU D COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN
ASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT PAVING. ACCORDANCE NTH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES
OVER 4' IN VERTICAL HEIGHT SHALL HAVE ANE T IRRIGA11ON SYSTEMS WITH BACK
7• THE CONTRACTOR SHALL BE RESPONSIBLEFOR THE CLEARING OF THE FLOW PREVEN11ON DEVICES PER THE U.P.C.
PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING
UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
OF CONSTRUCTION AT ( 09) 94-6411. CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. I
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST
8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95BE CLEARED, KEYED, AND CH INTO FIR NATURAL SOIL FOR FULL SUPPORT. A
PERCENT COMPACTION OF ASE PRIOR TO CALL SECOND IN CTION REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE
AND A PLACEMENT OF ASPHALT
PLACEMENT OF FILL.
9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE
SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
i
A INSTALLED. P 0 CTIVE MEASURES SHALL E IMPLEMENTED TO PROTECT ADJOINING
AND PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL IN ADOWNSTREAMPROPERTIES FROM SILT DEPOSITION AND PONDING WA DURING
CONJUNCTION OR PRECEDED Y COMPACTION TESTING. GRADING OPATIO
10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTEDTO TH E
DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE
METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CAL ANS HIGHWAY 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND
DESIGN MANUAL AND UTILIZE THE " " VALUE METHOD. THE "R" VALUE TESTSFIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A
SHALL BE CONDUCTED IN ACCORDANCE NTH CALIFORNIA TEST NO. 301 AND SHALL REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AN
BE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS FILL SLOPES OVER IN VI°211CAL HEIGHT.
OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR O
PUBLIC WORKS. 1 . A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
11. TO ALL PROVISIONS OF SECTION
O BUILDING PAD ELEVATIONS. ERE SPECIFIC ELEVATIONS ARE.REQUIRED, THE
ASPHALT CONCRETE SHALL CONFORM
203-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS ELEVA11ON (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION NTH
CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE
MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS 13 INCHES THE ADJACENT GROUND SHALL BE GIVEN.
ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A
BASE COURSE OF -A -4000, A MINIMUM THICKNESS OF 2 INCHES. 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL
ORDINANCE NO. 04- 4 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING
ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
CONSTRUCTION NOTES 9-TY 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON.
1 " ASPHALT PAVING OVER COMPACTED NATIVE SOIL 98 TOS NO OBSTRUCTION O FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
{
2 CONCRETE SIDEWALK PER C.O.T. STD. DWG. NO. 401. SEE LANDSCAPE
ACHI CT' P FOR ADDITIONAL INFO TION 620 SF 19. ALL PROPER CORNERS SHALL CLEARLY DELINEATED IN THE FIELD PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
3 EEL STOP 16 EA. 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A
Q 6" A.G. BERM 66 L.F. PUBLIC RIGHT-OF-WAY.
5 1 " WHITE LETTERSSTATING "NO PARKING" 1 EA. NOTICE TO CONTRACTORS
SECTION 1129B4.1 & 2, CBC. LEGEND21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR APPLICANT AND HIS ENGINEER FROM E RESPONSIBILITY FOR THE CORRECTION OF
FS FINISH SURFACE 3 SHEET NO. JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY ERRORS OR OMISSIONS ICO RED DURING CONSTRUCTION. UPON REQUEST, THE
TC TOP OF CU OF ALL PERSONS AND PROPERTY, AT IS REQUIREMENT SHALL APPLY CONTINUOUSLY APPROPRIATE PLAN REVISIONS SHALL PROMPTLY SU IT TO THE CITY ENGINEER
PAD 1200.1 PAD ELEVATION AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL FOR EVIE AND APPROVAL.
FL FLO LINE ELEVATION ®® ACT OU DAY DEFEND, INDEMNIFY AND HOLD E 0 AND ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF
INV. INVERT WOK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE
FF FINISH FLOOR OF THE OWNER OR ENGINEER.
RETAINING WALL
GFF GARAGE FLOOR
EXISTING CONTOURS
1234.0
FLOW LINE
ELEVATION
F.L PROPOSED CONTOURS UNDERGROUND STRUCTURESNOTIFICATIONS
DEEPENED FOOTING ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS LENNAR HOMES
G.B. GRADE BREAK AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIRCONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 40980 COUNTY CENTER DRIVE, STE. 110
UNDERGROUND SERVICE ALERT +
ET LIGHT APPROXIMATE LOCATION AND EXTENT. THE O Y ACCEPTING ESE PLANS OR 2 WORKING DAYS P IQ TSTA RTING CONSTRUCTION OF EXCAVATION: T ECU , CA. 92591
E ENHANCE RA PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND PHONE: (951) 719-3420
CAU
® ® T FIRE HYDRANT ELEVATIONOF UNDERGROUNDTO HOLD UNDERSIGNED
UTILITI S OR SS STRUCTURES ANY RES DAMAGES OT REPORTEDRESULTING
TO THE UNDERSIGNED; NOT CITY OF TE CULAA D P R ENT OF PU LICa WORKS (951) 694-6411 FAX: ( 51) 296-6495
TW TOP OF ALL E
ENHANCED SIDESOILS ENGINEER
L IA PUBLIC
S ° L® AAACRIGHT ELEVATION : - BUILDING AND SAFETY
1-800-227-2600 TF TOP OF FOOTING REPORTED SHO ON RECORDS SEXAMINED. SCONTRACTORISRE UI ED TO TAKE PACIFIC SOILS ENGINEERING INC.NHANCED FREVIEWED FOR COMPLIANCE T
BASS OF ITLE 24DUE P CAUI1ONRY MEASURES TO PROTECT UTILITIES ORSTRUCTURES SHO AND 7715 CONVOY COURT
DETAIL NU LEFT ELEVATION
ACCESSIBILITY ONLY
ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE SAN DIEGO CA 92111
SHEET DETAIL SHO E ASIS OF BEARINGS IS CENTERLINE OF PALA® ROAD ARO
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF E UTILlTTES ORSTRUCTURES 5 -560-1713
0 KING DAYS BEFOREYOU DIG CONCERNED BEFORESTARTING WORK. P RECORD OF SURVEY OK 100, PAGE 28, IE N47 4 W858-560-0380 FAX
NA � bATE
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK k
SCALE ��o� ssioti �4'F1 Hall Foreman, Inc. EGO E E Y: �° � A � � F TE M E C' U' L
� DrawingNo.
RIVERSIDE COUNTY 600-62-69 1970 �V o QOF��/. Engineering-Surveying-Planning°Landscape ArchitectureCITY DEPARTMENT OF PUBLIC WORKS
CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETEPOST ARKS HORIZONTAL F��� Three BetterWorld Circle, Ste: 200 Temecula, Ca. 92590
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD - N0. 16526 Phn. 951 294-9300 Fax. 951 294-9309 ACCEPTED DA : 7�Lob
®� T
AS SHO w EXP. 6-30-07 RONALD J. AKS �� PRECISE GRADING PLAN
INSPECTOR 0 POST OFFICE AT ECULA 2 N.E. FTHE
PAVED ROA 5 N.W. OF TEL. POLE NO. 6295, C. .T. 3 F O � PUBLIC
DEPUTY DIRECTOR OF U LIC WORKS
RCA. ® sTR
30264-4. LOTS 1 &S.W. O CONCRETE STANDPIPE. ELEV. 1039.378 PED4
c►v►L DOERGS DATE:
DATE COMPLETED- OF R.C.E.N®. 16526 EXP. DATE 6-30-07 R.C.E. No. 19744 EXPIRES 9L30ZO7 TEMPORARY SALES OFFICE S HT. 1 OF
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o j CONCRETE SIDEWALK E . NO. 401. SEE LANDSCAPE
ARCHITECTS PLA FOR A D111ONAL INFORMATION
CONCRETE EEL STOP
4 6" A.C. BERM
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5� 12" MITE LETTERS STATING "NO PARKING"
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UNDERGROUND SERVICE ALERT 0' 0' 40' 6 0'
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1® REVIEWED FOR COMPLIANCE TITLE 24 = o �'
DISABLED ACCESS! ILI ONLY � a
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK ®FESS ' `; ail Foreman, C. RECOMMENDED Y: e DATE' DrawingNo.
SCALE ® PR Do 'Kqq t k , I TY DEPARTMENT O PUBLIC WORKS ® ,
CONTRACTOR SEE SHEET No. 1 ��� ® �cF �, Engineering•Surveying•Planning•Landscape Architecture f f a
HORIZONTAL cP Z Three Betteeworld Circle, Ste: 200 Temecula, Ca. 92590 �o N
N0. 16526 Phn. 951 294-9300 Fax. 951 294-9301 ACCEPTED Y: /"� ATE: I� og zISE i
LAN
INSPECTOR AS SHO ExP. s-3o—o7 ONAL J. PA KS �� ° N
DEPUTY DIRECTOR OF PUBLIC WORKS d � A_ 6
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RTDCAL Cd V t\- E W. DOGES r DA ,TE:
TR 30264-4t C o
DATE COMPLETED ®F CALF R.C.E.No. 16526 EXP. DATE 6®30®07 R.C.E. No. 19744 EXPIRES '/30 07 �'' L SHT. 2 OF 2 ® N
J.N. L-06100000 1/16/06