HomeMy WebLinkAboutParcel Map 13271 Parcel 1-2 Precise Grading I�
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No SCALE GRADING NOTES
Tv 1,05 At•11�EI,ES D -
/�' 3 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, AS !
AMENDED BY ORDINANCE NO. 457.
NO SCALE }
WAY 2. MAXIMUM SLOPES ARE AT A 21 RATIO, MAXIMUM FILL SLOPES ARE AT A
fol A1fx. 1 ZI t ZI. 11 M CUT : `
� AJ(A. 10 4.00 2:1 RATIO.
tet, �� /� I ` �A•�-LE FU O 3. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE EQUAL TO 1
1
,701.oQA I..,JXfPERCENT FOR CUTS OR FILLS LESS THAN 10 ' HIGH AND 2 PERCENT FOR CUTS AND
151-TAI. 113+ 10.Z1 1 1 1 __ _j FILLS MORE THAN 10' HIGH. DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 31
5
,TA. Ioto0,00 WAY � DEEP AND SHALL BE CONSTRUCTED A MINIMUM OF 2 ' FROM THE TOP OF FILL
' K`fELftE'yf DR, L>pl.Pl►�5�Lsg��.3T' SLOPES.
olmo, u, 4. PROVIDE 5' WIDE BY 1' HIGH BERM, OR EQUIVALENT, ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH.
A.REA to $E w 'Q S. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST
L
411C P-0 T Bfl 1 BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
c� PREPARATION SHALL BE APPROVED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF
r►L'��Q4L` ��P FILL MATERIAL.
6. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
g°AD -I3�-54 t CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
�p V 7. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND
TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING
PROPERTIES FROM FLOOD DAMAGE OR PONDING WATER DURING GRADING OPERATIONS
.+ INDEX MAP 4x4-IOx10 WELDED WIRE FABRIC AND PRIOR TO THE CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES.
NO SCALE EXTENDING 15"BEYOND BOTH
2) No.3 KEBABS EMBEDEO IN $• SIT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT, AND FILL
�D SAM�►>%LID ADJNo 3 RE URS 80TH SIDES SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT, SHALL BE PLANTED'
OF RECTANGULAR PIPE. WITH TRAILING AFRICAN DAISIES (OR EQUAL EROSION-RESISTANT VEGETATION)
CURB B GUTTER SIDEWALK IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO APPROVAL OF FINAL
INSPECTION.
9. LANDSCAPING ON CUT AND FILL SLOPES SHALL BE IRRIGATED BY RAINBIRD #25
(OR EQUAL SPRINKLER HEADS) 25 ' O.C. , SCHEDULE 40 P.V.C. WITH 3/4" VALVES
VICINITY M A P AND PRESSURE VACUUM BREAKERS.
NO SCALE
10. PROVIDE A BROW DITCH A MINIMUM OF 0.5' DEEP, TO HANDLE 100 YR. Q STORM
FLOWS, ALONG THE TOP OF ALL CUT SLOPES.
11. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
WRITTEN CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC
RECTANGULAR ELEVATIONS ARE REQUIRED, THE ELEVATION WITH RESPECT TO MEAN SEA LEVEL
PIPE SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
IS REQUIRED, THE ACTUAL DISTANCE ABOVE ADJACENT GROUND SHALL BE GIVEN.
Circular Pipe Rectangular Pipe 12. TOPOGRAPHY SOURCE IS INLAND AERIAL SURVEY INC.
Size Size Interior Dimensions
8" 3 15 I/8 x 3 1/2'
13. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND
WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
PAVING NOTES QUANTITIES `.i4 FINISHED GRADE SHALL BE SLOPED AWAY FROM EXTERIOR WALLS (FOUMDATION) NOT -
UNDER SIDEWALK DRAIN LESS THAN 1/2" PER FOOT, FOR 3 ' AND CONTINUING AT 1 PERCENT INTO SWALE.
3. MIPtZMUM PARKING LOT GRADE SHALL BE is. .. I. CONSTRUCT 2 3/4 A.C. OVER 10 1/2 CLASS III A. B. OR 2�.A.C. OVER 11 32,000 SO. FT.
CLASS31 A.B. NO SCALE 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0. 35$: 2. CONSTRUCT TYPE11D11 CURB (6" C-F.) PER RIVERSIDE COUNTY STD. 1273 LF.
3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUHGRADE NUMBER 204, 16. SLOPE STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE .•
SUBMITTED FOR SLOPES STEEPER THAN 2:1 OR HIGHER THAN 301 .
SURFACES PRIOR TO PLACEMENT OF PAVING. 3- CONSTRUCT TYPE .,D„ CURB ( 8" C.F.) PER RIVERSIDE COUNTY STD. 337 LF.
NUMBER 204.
' 1 17. A LETTER OF CERTIFICATION BY A REGISTERED CIVIL ENGINEER MUST BE
4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED ftT .LESS'`Tttm 4. CONSTRUCT TYPE „A„ CURB 9 GUTTER PER RIVERSIDE COUNTY STD. 887 LF. SUBMITTED TO THE GRADING SECTION OF THE BUILDING AND SAFETY DEPARTMENT
FOURTEEN DAYS FOLLOWING PLACEMENT - OF THE ASPHALT .SURFACING NUMBER 200 BEFORE THE GRADING PERMIT WILL BE APPROVED FOR ANY CONSTRUCTION THEREON.
AND SHALL BE APPLIED AT A RATE OF - 0.05 GALLONS PER SQUARE IN EACH CASE THE SPECIFIC REQUIREMENTS WILL BE AT THE OPTION OF THE
YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 5. CONSTRUCT SIDEWALK 7323 SOFT.
GRADING OFFICIAL.
94 OF THE STATE STANDARD SPECIFICATIONS.-
6, CONSTRUCT 6 CROSS GUTTER PER RIVERSIDE COUNTY STD. 249 LF.
NUMBER 209 A. 18. THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY DEPARTMENT, 27403
5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE RrVERSIDE 7. CONSTRUCT TRASH ENCLOSURES 4 EA. YNEZ, SUITE 212, TEMECULA, CA. 92390, (714) 676-7730, AT LEAST 24
COUNTY ROAD DEPT. FOR AN ENCROACHMENT PERMIT FOR ALL WORK HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION.
WITHIN THE COUNTY RIGHT-OF-WAY. � 8. INSTALL I/4 TON CLASS ROCK SLOPE PROTECTION PER CAL TRANS 21 CY.
STANDARD THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL
6. TWO SPECIAL INSPECTIONS .ARE REQUIRED BY THE BUILDING ANb 9. INSTALL UNDER SIDEWALK DRAIN. 4 EA. INSPECTION FOR EACH LOT.
SAFETY DEPT. ONE INSPECTION AT THE TIME THE BASE IS PLACED
AND THE SECOND WHEN THE A.C. HAS BEEN PLACED. 19. CUT AND FILL SLOPES THAT EXCEED 15 ' IN VERTICAL HEIGHT ARE TO BE
PROVIDED WITH SHRUBS AND/OR TREES IN ADDITION TO GRASS OR GROUND COVER.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARtNt3 OF THE
PROPOSED WORK AREA, AND RELOCATIONS AND COST OF ALL EXISTING 20. ESTIMATED EARTHWORK QUANTITIES:
UTILITIES. THE COUNTY SHALL BE INFORMED 48 HOURS PRIOR TO
BEGINNING CUT: 9100 CY. (RAW)OF CONSTRUCTION ( 714 ) 787-2025. - FILL• 8100 CY. (RAW)
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8. A COMPACTION ; REPORT BY A SOILS. ENGINEER SHALL CERTIFY 95%
COMPACTION OF BASE PRIOR TO CALLING FOR SECOND INSPECTION NOTE TO CONTRACTOR: THE ABOVE QUANTITIES DO NOT INCLUDE ANY SHRINKAGE
AND PLACEMENT OF ASPHALT PAVING. OR SUBSIDENCE. THEY ARE SHOWN ESSENTIALLY FOR
LEGAL DESCRIPTION PERMIT PURPOSES AND ARE OUR BEST ESTIMATE ONLY
USING ACCEPTED ENGINEERING CALCULATION METHODS.
BEGIN PARCEL I 9 2 OF PARCEL MAP NO. 13271 RECORDED IN BOOK 67 OF
BENCHMARK DESCRIPTION PARCEL MAPS AT PAGE 80 , RECORDS OF RIVERSIDE COUNTY CALIFORNIA, 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERCOURSES BY LANDFILLS OR
LYING WITHIN RANCHO TEMECULA . BUILDINGS SHALL BE PERMITTED.
ELEVATION: 1083 .725; DATE: 9/13/82
RIVERSIDE COUNTY DESIGNATION T-30-81 STAMPED ON 2 1/2" -BRASS DISK 22. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
IN CONCRETE FLAGPOLE BASE. • FROM THE INTERSECTION OF FRONT STREET PRELIMINARY SOILS REPORT BY CALIFORNIA GEO-TEK, DATED FEB. 23, 1989. TWO SETS
AND ' RANCHO CALIFORNIA ROAD 1.0 MILE NORTHEAST ' ON ' RANCHO OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND
CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND * SAFETY DEPARTMENT. WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS
MORAGA ROAD, 0. 2 MILE NORTH ON MORAGA ROAD TO THE TEMECULA -UNION AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE
SCHOOL 1.0 EAST OF THE FLAGPOLE. RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
_
OWNER 23. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
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DAN AND STEPHANIE STERIC / LEIGH AND CAROL WAXMAN COMMENCEME elECONSTRUCTION/GRADING. `
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THOUSAND OAKS CALIFORNIA 91362 COUNTY OFRNERSIDE
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42030 AVENIDA ALVARADO iREVISIONSCOUNTY OF RIVERSIDE SHEET
TEMECULA, CA 92390
(714) 676-2782 PLOT PLAN NO.10322
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Top Of WAdla
NO REVISIONS
I 4�-—_� E111QIIVEERIlVO
r ,� aAatNEtt COU T ERSIDE SHEET
VEn,TUAEs PLOT PLAN No. 10322 2
ee�s� F`Ar_4c.+o CA_VK3pWVs FI. ADOEO TyPE A-4 CUAPB C 161!171,67 FL--.PPG4,t/ C/d GC
fr,eauu,CA s2�o ADDED 6' PU.E PER P"1 CNECC GRADING PLAN FOR OF
t LAND P AAANWI DATL FE B. 16,1990 sca�E AS NOTED DRAWN B� D J
t e w+►e* �rfew nO s�.wrw.� J OB NO 89-025-1 DES By D.J . C H K D D. J.
BY S 0 L A N A WAY 2
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