HomeMy WebLinkAboutParcel Map 8248 Parcel 2 Precise Grading Rotary GENERAL NOTES
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1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE,
CHAPTER 70, AS AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF
CUT OR FILL IS LESS THAN 10 FEET, 2% IF CUT OR FILL IS GREATER THAN
10 FEET. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 FEET DEEP
AND BE CONSTRUCTED A MINIMUM OF 2 FEET FROM THE TOP OF CUT OR
FILL SLOPES.
3. MAXIMUM CUT AND FILL SLOPES = 2:1. 161F Itil ImI7 ID ilk, I I
4. PROVIDE 5 FEET WIDE BY 1 FOOT HIGH BERM OR EQUIVALENT ALONG THE
TOP OF ALL FILL SLOPES OVER 5 FEET HIGH.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OFA ,
COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS
BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION FOR
REPORT FOR ALL FILLS OVER 1 FOOT DEEP.
G. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING ANDR E I AL
,��Ratp
SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF
ROT Y INT RNAT ON
ROUGH GRADING IN ACCORDANCE WITH -THE APPROVED GRADING PLAN
PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE
TO LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES. o�
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM
FLOWS, ALONG THE TOP OF CUT SLOPE.
0,9
8. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS
GREATER THAN 1 FOOT.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE
RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY
LEIGHTON AND ASSOCIATES, DATED 8/07/91. TWO SETS OF THE FINAL �o �
COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND tea,
SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE �P�� � � �cp RO•
IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY J�ITE
SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY
DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT �
GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE
APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
PHONE NUMBER: (909) 694-6411
N.T.S.
1.1. CUT SLOPES EQUAL TO OR GREATER THAN 5 FEET IN VERTICAL HEIGHT
AND FILL SLOPES EQUAL TO OR GREATER TN 3 FEET IN VERTICAL HEIGHT MCINITY MAP
SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE
SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH
ORDINANCE N0. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND
HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER
DELETERIOUS MATERIAL.
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,
IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL
FOR ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. - NO
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF EROSION CONTROL N LESSOR
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL NO EASEMENTS OR UTILITIES EXIST ON THIS SITE.
SHOULD BE PROVIDED 70 PREVENT PONDING WATER AND DAMAGE TO ROTARY CLUB OF TEMECULA AND SUNRISE ROTARY CLUB
ADJACENT PROPERTIES. I. EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE P.O. BOX 64
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED RAINY SEASON FROM OCTOBER 15 TO APRIL 15. APPROVED PLAN IS TEMECULA, CA 92593 BENCHMARK
METHODS. REQUIRED FOR ALL ROUGH GRADING.
2, IN CASE OF EMERGENCY, CALL MR, STEVE TAPLEY OF ROTARY CLUB OF STANDARD BRASS DISC STAMPED "J-631, AT TEMECULA, ON MAIN STREET, 100
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TEMECULA AT (909) 699-6450. OWNER, FEET SOUTH OF AN ACROSS THE STREET FROM THE POST OFFICE. AT A HOTEL
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVEBUILDING (FORMERLY FIRST NATIONAL BANK-BUILDING), SET VERTICALLY IN
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLAN TEMECULA TOWN ASSOCIATION THE COLUMN AT THE EAST CORNER OF THE BUILDING, 2.3' ABOVE THE FIRST
(IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). 28816 PUJOL STREET RIVERSIDE COUNTY DESIGNATION "600-7-68"
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TEMECULA, CA 92590
TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE (909) 676-4718 DATE: 1970
BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MR. JOHN STERLING - PRESIDENT ELEVATION: 1005.651
FEET IN VERTICAL HEIGHT. MATERIAL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL TEMPORARY DEVICES WHEN RAIN IN IMMINENT. ASSESSOR'S PARCEL NUMBER, � SOILS ENGINEER
SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ,
ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO THE 5: DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO OF THE DEPARTMENT OF PUBLIC WORKS. 922-100-003 LEIGHTON & ASSOCIATES
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT 40935 COUNTY CENTER DRIVE, SUITE A
ABOVE THE ADJACENT GROUND SHALL BE GIVEN. THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN TEMECULA, CA 92591
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT. LEGAL DESCRIPTION (909) 676-0023
ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM A PARCEL OF LAND IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE
COVER. SLOPES OVER 15 FEET IN VERTICAL HEIGHT, IN ADDITION TO CHECK BERMS, SILT FENCES, AND DESILTING BASINS, ETC. OF CALIFORNIA, BEING A PORTION OF PARCEL 2 OF PARCEL MAP N0. 82480 ENGINEER'S ESTIMATE OF EARTHWORK QUANTITIES
GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, g, GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY RECORDED IN PARCEL MAP BOOK N0. 32, PAGES 16 THROUGH 18, INCLUSIVE IN
OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 FEET ON FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. THE COUNTY RECORDER'S OFFICE OF SAID COUNTY, DESCRIBED AS FOLLOWS:
CENTERS; TREES AT 20 FEET ON CENTERS; COMBINATIONS AT 15 FEET ITEM/DESCRIPTION QUANTITY
ON CENTERS. SLOPES OVER 4 FEET IN VERTICAL HEIGHT SHALL HAVE 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY COMMENCING AT THE SOUTHEASTERLY CORNER OF SAID PARCEL 2;
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE �� 10. FILL (IMPORT) - UNCOMPACTED ------ -- 1,700 C.Y.
IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. THENCE, ON THE NORTHEASTERLY LINE OF SAID PARCEL 2, NORTH 15'41 d1
DEVICES PER U.P.C., CHAPTER 10.r.` WEST, 2363.62 FEET TO THE TRUE POINT OF BEGINNING;
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL 2� RIP-RAP -- ------------=-- --- - 4 C.Y.
GRADING AREAS ARE COMPLETE PER ROUGH GRADING PLAN. THENCE, LEAVING SAID LINE, SOUTH 74'18'45" WEST, 69.01 FEET TO THE
NOT LESS THAN 1/2 PER FOOT FOR A MINIMUM' OF 3 FEET. NORTHEASTERLY RIGHT OF WAY LINE OF THAT CERTAIN 60' ROAD RIGHT OF
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL 11. THE .DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE WAY PER RIVERSIDE COUNTY GEED PLAT 700-JJ, AS SHOWN ON SAID PARCEL
BE ,PERMITTED. CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED -NECESSARY. MAP N0. 8248; PREPARED BY:
12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL
22 ROERTY CORNERS SHALL BE CONSTRUCTION/GRADING.LY ELINEATED IN THE FIELD OTHER INFORMATION IS SUBJECT 70 CHANGE. THENCE, ON SAID NORTHEASTERLY RIGHT OF WAY, LINE SOUTH 15'41'15" EAST,
PRIORTOCOMMENCEMENT OF ANY ENGINEERING VENTURES, INC.
13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED 432.00 FEET;
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT SLOPES PRIOR TO PERMANENT PLANTING. THENCE, LEAVING SAID LINE, NORTH 74'18'45" EAST, 68.98 FEET TO THE
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITYNORTHEASTERLY LINE OF SAID PARCEL 2; LAND PLANNING * CIVIL ENGINEERING
FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS LAND SURVEYING
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO THENCE, ON SAID NORTHEASTERLY LINE NORTH 15'41' 15" WEST, 432.00 FEET TO
SHALL 8E PROMPTLY SUBMITTED TO THE CITY FOR REVIEW AND NEIGHBORING PROPERTIES). THE TRUE POINT OF BEGINNING. 43500 RIDGE PARK DR., #202 * TEMECULA, CA. 92590
(909) 699-6450 FAX: (909) 699-3569
APPROVAL.
JUNE 19, 1995
PERMIT N0. LD95---,064GR 24co�w�
CONS"TRUC'TION RECORD BY REVISIONS Acc'D DATE BENCH MARKDrawing No.
Designed By Drawn By Checked By � �
SCALE Y:---• ATE: "e9'95
CITY OF TEMECULA DEPARTMENT OF Pueuc WORKS
�, R.F.F. J.W.M. R.F.F. RECOMMENDED B .
Contracts orhon c,.� ,c� i A �'�I
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*' DATE Q� �'�9/NC%P L Ei1G�/rf/�A,FOR C/T3`�tr/G/NG°ER
Vertfcol �r ANOOLPH F. MIN R.C.E. S�Y�N w e
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Dote c°'^*te° �'��'T �`��-��' � � 1989 PRECISE GRADING AND EROSION CONTROL PLAN Sheet 1 of 2,
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43500 RIDGE PARK DR., #202 * TEMECULA, CA. ?2590
• - (909) 699--6450 FAX: (909) 699---3569
CON�COu>Z iNT� VAI•
JUNE 19, 1995
� 1
PERMIT NO, LD95-064GR TEMcv1224--0�
Will
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SE Designed Designed By Drawn B Checked B •
SCALE , Drdwin g No.
� � .:: ,, R.F.F. RECOMMENDED B DATE:' •' �� DEPARTMENT 4
A J•WM• R.E.E. F PUBLIC WORKS
contractor �� �' _:
orizon al ;: � � P �s P epared Under Supervision of
66i5r 6MF66 ACCE • f-4?fi1_0Inspector /� N A te,► NO, (.; �� �.I �� PTSD BY: DATE. _. ,,
- �- � ROTARY COMMUNITY PARK
DATE 6[ '' ,Pi�rrvl��,�C �iYG�iY AA, a��r7Y6Yo1Nff� „\
Vertical xr�, �` RANDOLPH E LEMING, R.C.E. �'7�7/ew l�/• �1��5"5�/i✓eZ-
t� _ POR. PAR. 2 P*M* 8248 ,
Date Completed _ �
N A \10�1 :� _ 1989 PRECISE GRADING/ 456s� 2- 31•�9s �7� . X? �f�s AND EROSION CONTROL PLAN
I YL� R.C.E. No. Expires R.C.E. No. Expires:p Sheet 2 of 2.
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