HomeMy WebLinkAboutTract Map 29798-1 Lot 54 Precise Grading GRADING NOTES
1. ALL GRADING SHALL CONFORM TO THE 1998 CALIF. BUILDING CODE, APPENDIX CHAPTER
33, AS AMENDED BY ORDINANCE 99-23. Tract No . 29798 1
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES ■
SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM TOP
OF CUT OR FILL SLOPES. S
ales T
3. MAXIMUM CUT AND FILL SLOPE = 2: 1.
reciseding4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL
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SLOPES OVER 5' HIGH. • ■
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5. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A COMPETENT SOIL In i ofernesu � � � PROJECT SITE
ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERTY PLACED AND WHO
SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 2 I" \ '"
11 28 48 32
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S DEPARTMENT 1 31
OF PUBLIC WORKS A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN 12 13 27 47 33 7r
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE 14 , 32 34 HW'rIt
79
BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION 1 _ 26 46 35
OF CUT AND FILL SLOPES. 65 - 33 4s ( { 75 REDHAWK PKWY
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7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS ALONG TOP OF , 17 16 34 �� 37 � n L IND
CUT SLOPES. 18 15 24 44 Q 1
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8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE 63 43 38 362 RAINBOW CANYON MOHAGANY
FOOT. 1 19 20 21 22 23 � WY 3 �� ROAD -o PK
62 42 39 4 4a� 19 � REDHAWK PKWY
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE I I Iv .
SUPLIMENTAL GEOTECHNICAL INVESTIGATION BY PETRA. DATED JUNE 25, 2003. TWO 61 - ULAC WAY- -- - - 37 41 40 5 c�� 18
SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE DEPARTMENT OF 6Qi17
PUBLIC WORKS WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND S Nei
CERTIFICATION THAT GRADING HAS BEEN � 60 = 43 42 41 40 3953 7
� N;� , 2
WOLF VALLEY ROAD
DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS TR 29798-1 52 a 15 26
REPORT. t 59 44
14
zI 9
10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24 =' 58 45 46 47 48 49 155 10 13 27
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS
INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 57 2B
EACH LOT. PHONE (909) 694-6411 J - -�---- _ - _ _ WAY � 11
12 VICINITY MAP
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES TRAILER N.T.S.
EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS �MOIF CREEK CHANNEL LOCATION
OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL PECHANGA PARKWAY
OF FINAL INSPECTION. - - -- - --- - -- LEGEND
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN TOP OF CURB 0000.00
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. TC
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE FLOW LINE I?
CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. HIGH POINT HP
PREPARATION SHALL BE APPROVED BY A SOIL ENGINEER PRIOR TO PLACEMENT OF FILL
FINISHED GRADE FG
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT INDEX MAP
DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO SCALE: 1" = 200' FINISHED SURFACE FS
PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
TOP OF GRATE TG
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. LOTS INCLUDED
TOP OF FOOTING TF
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION,
ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY TOP OF WALL TW
DRAINAGE AND PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING
GRADING OPERATIONS. TOP OF SLOPE TS
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1.5) GARAGE FLOOR GF 0000.0
SHALL BE SUBMITTED BY A SOIL ENGINEER TO THE DEPARTMENT OF PUBLIC WORKS FOR
CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. PAD ELEVATION PE 0000.0
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD FINISHED FLOOR FF 0000.0
ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT
TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT WATER SERVICE W
GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND
SHALL BE GIVEN.
SEWER SERVICE
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT
AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN DRIVEWAY
VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED
TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON SLOPE E
CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' y 0
IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW n
LOT NUMBER
PREVENTION DEVICES PER U.P.C., CHAPTER 10.r.
/ \
11
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN UNIT TYPE/ELEVATION 1 A
1,4" PER FOOT FOR A MINIMUM OF 3 FEET.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. INVERT ELEVATION IE NOTICE TO CONTRACTORS Q
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO BACKWATER VALVES BW <
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR o
JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY ENHANCED ELEVATION TYPE- EH
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY c,
APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL N
ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AMOUNT OF EXTRA DEPTH CD
APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF FOOTING REQUIRED W
FOR REVIEW AND APPROVAL. WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE OWNER OR ENGINEER. EXTRA DEPTH FOOTING 1 7 7 ZI f
24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR cn
PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING ADA PATH OF TRAVEL - - Q
THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. THE DROP i
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CONSTRUCTION NOTES & QUANTITY ESTIMATE DROP GARAGE 0.X' rn
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. UNDERGROUND STRUCTURES CP
NOTIFICATIONS N
NO. ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 W
Q1 INSTALL 3" ASPHALT PAVING OVER COMPACTED NATIVE A.C. 60 TONS 3.328 SF APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION:
PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND CUA
Q2 INSTALL WHEEL STOPS (TYP.) 10 EA TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411 W
W
UNDERGROUND SERVICE IJOF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT a
RO
ALERT PLANNING ■ DESIGN ■ CONETRUCTION Q3 CONSTRUCT CONCRETE SIDEWALK (2% MAX CROSS SLOPE) 380 SF INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 PA04-0473 LD04-198GR 0
REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE z
Q4 INSTALL 2LI "x4" REDWOOD HEADER 215 LFDUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS BUILDING AND SAFETY
CALL TOLL FREE MW YNEZ ROAD,SUME 400 ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE
TeMEMA,CSA 92M-4679 PAINT SOLID WHITE "NO PARKING" 12" MIN LETTERING THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD
1-800-422-4133 Q VISIBLY LOCATED TO TRAFFIC ENFORCEMENT (SEC 11298.3) 1 EA CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES o
CONSULTING 909.876.8042 FAx 909.6767240 • www.r�BF.cam CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"W APPROVED BY:
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TWO WORKING DAYS BEFORE YOU DIG NAM DATE Q
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CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARKIO SCALE �� E S S DESIGNED BY DRAWN BY CHECKED BY '' Drawing No. o
�'�! A. J I MENEZ A. J I MENEZ M. TYLMAN RECOMMENDED BY: DATE: Z � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS �
RIVERSIDE COUNTY 600-62-69 �O ` A �
Contractor 1970 HORIZONTAL ,�'�4 ��� A.
a, Plans Pr red Under The Supervision Of
BRASS DISC SET 1 EAST OF CONCRETE a _ �,. 1- -
ACCEPTED BY: DATE: �G �'� PRECISE GRADING PLAN °'
POST MARKER STAMPED 68 RESET, 2.9 AS SHOWN w No.43090 ^� Q "
Inspector MILES S.E. ALONG PALA ROAD FROM d . 331 'b Date: ` S t� DEPUTY DIRECTOR OF PUBLIC WORKS TRACT X9798-1 LO
POST OFFICE AT TEMECULA 29 N.E. OF CH EL A. LMAN RONALD J. PARKS
THE PAVED ROAD 5' N.W. of TEL POLE
VERTICAL sr cI r i� �ti! _ SALES TRAILER Q
Date Completed NO. 6295, C.W.T. 3' S.W. OF 36' 'jf 1E�� R.C.E. No. 43090 Expires 3-31-06 R.C.E. No. 19744 Expires 9-�-30-05 �'rf�i�ea.� a
CONCRETE STANDPIPE. ELEV. 1039.378
N/A of c k� ,� WOLFE C REEK SHEET 1 OF 2
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STEPS SHEET NOTES
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N N 36.49 4� 38.04 ~ �' 1. SEE ARCHITECTURAL PLANS FOR STRIPING AND SIGNAGE.
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FS �.- 2.0% ELECTRICAL I I 2. SEE ARCHITECTURAL PLANS FOR DECORATIVE PAVING.
0- CONNECTION I 3. SEE ARCHITECTURAL PLANS FOR ADA ACCESS ROUTES.
4. SEE ARCHITECTURAL WOOD FENCING.
38.20 5. SEE ARCHITECTURAL PLANS RETAINING k SCREEN WALLS.
WALLS PER SEPARATE PERMIT.
FS 1 6. SEWER CONNECTION NOT NEEDED FOR TEMPORARY SALES
12'x60'
SALES TRAILER TRAILER, PORTABLE RESTROOM FACILITY IS BEING USED.
FF = 1038.2 I
TA E
RE fk0°M CONSTRUCTION NOTES E
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(D CONSTRUCT 3" A.C. OVER COMPACTED NATIVE SOIL LO
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6' SCREEN I �2 INSTALL WHEEL STOPS (TYP.) CbCr
2: 1 SLOPE FENCE
CONSTRUCT CONCRETE SIDEWALK (2% MAX CROSS SLOPE) -
�4 INSTALL 2"x4" REDWOOD HEADER c,
C I O PAINT SOLID WHITE "NO PARKING" 12" MIN LETTERING
VISIBLY LOCATED TO TRAFFIC ENFORCEMENT (SEC 1129B.3)75_ Q
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O ALERT PLANNING ■ DESIGN ■ CONSTRUCTION � 51
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CALL TOLL FREE 276 Y EZ ROAD,SUITE 400 �� ► BUILDING AND SAFETY <
1-800-422-4133 ' ' ' 7EMECULA.CALK""92M-4a79
CONSULTING 909.Q7^ M42 - FAX 909.676.7240 - www.RW.com
APPROVED BY: JF i
TWO WORKING DAYS BEFORE YOU DIG NAM DATE z
Q
CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Quo V E S S 1 pN DES I GIBED BY DRAWN BY CHECKED BY Drawing No. o
A. JIMENEZ A. JIMENEZ M. TYLMAN RECOMMENDED BY: DATE: �� CITY OF TDEPARTMENT OF PUBLIC WORKS �--- Q
Aowe
HORIZONTAL ' ���"� r`! �* N
Contractor y w iz e�, Plans Pre red Under The Supervision i s i on Of
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ACCEPTED BY: DATE: a PRECISE GRADING PLAN
Inspector SEE SHEET 1 �` Exp �=31/08 � Date: DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 29798-1
VERTICALf �1 ��, �� M CH L A. MAN RONALD J. PARKS
Date Completed �l r o309r SALES TRAILER Q
N/A f OF C Av1� R.C.E.R C No. 0 Expires 3-31-06 R.C.E. No. 19744 Expires 9-30-05 ar���- WOLFE CREEDa
SHEET 2 OF 2 5