HomeMy WebLinkAboutTract Map 29798-9 Lot 1-23 Precise Grading GRADING NOTES
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION do SEDIMENT P C1 A IN P AN
CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER RESOURCES
CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X DRAINAGE SWALES TRACT NO . 29798=9 PHA
LOTS, I = 3
SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE '
TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN X" PER FOOT FOR A MINIMUM OF 3 FEET.
CITYOFTEMECULA, CALIFORNIA
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. UNDERGROUND STRUCTURES
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR
VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR SHEET 2
FROM THE TOP OF SLOPES. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND
TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT tt \ \0
ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT
REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE to �
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND _ s O \
ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE _ s 7 \
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES --- - - - -- a
DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH CONCERNED BEFORE STARTING WORK. 4 '
THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION t z 3 PLO PLO
SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 40' 40' w w
wup so rur 0"
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR: �.� ""�`
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY RM>s
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING INC. STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF
__
DATED SEPTEMBER 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO _Ln
SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE � o �
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH J \
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PLAN 1 T_ �? _ _ � -WA
PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES ,Ln Ln PLAN 2 _ - SEAGv�-�'
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION _ \
ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. Ll w�
PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 NOTIFICATIONS , pup 4%
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10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 I ® t4 \
CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. t3 is
WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: OD w��' � to to
� tv to t�
11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 , - x r - -
APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH El ---
CITY
CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL UNDERGROUND SERVICE ALERT: 1(800) 227-2600 > J
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER
THE u.P.C. � PLAN 3 PLAN 4 U-) - -
Ln12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND HAS BEEN CLEARED OF WEEDS, BASIS OF-'BEARINGS
DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON
WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM BEING SOUTHEASTERLY LINE OF LOT 9 AS SHOWN ON
NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR TRACT NO.29305-1 MB, 360 65-78 AS N 52'13'46"W
ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. /
Q SHEET INDEX: INDEX MAP
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE BUILDING FOOTPRINTS �P SH. 1 TITLE SHEET AND INDEX MAP »=
so
INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND OWNER /DEVELOPER. 1
DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADINGSCALE 1 = 30 `�'s�, SH. 2 PRECISE GRADING PLAN
OPERATIONS. D.R. HORTON/CON TINEN TAL vrl- �9 REDHAWK PKWY
5927 PRIESTLY DR. #200Q-
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. CARLSBAD, CA. 92008 Js 1
U A N TI TY ESTIMATE WOLF VALLEY ROAD
760-931-1980 EARTHWORK ��-
15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) o
SITE BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, pec
SOIL
ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL CUT FILL Hq�
SOILS ENGINEER EXCAVATION 575 C.Y. GqpK
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF PACIFIC SOILS ENGINEERING INC. EMBANKMENT 575 C.Y.
BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED THE ELEVATION WITH RAINBOW CANYON 6' SIDEWALK fi
( SUBSIDENCE .� '
RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT 7715 CONVOY COURT ROAD
GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE SAN DIEGO CA 92111 SHRINKAGE FL OF PIPE 1/2w 6" INSTALL REMOVABLE
GIVEN. ABOVE GUTTER B PLUG
858-560-0038380 FAX
858-560- IMPORT/EXPORT VICINITY MAP LOWLINE INV. _,
17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED TOTALS 575 C.Y. FF -575 C.Y. NO SCALE ELEV. PER PLAN L` 4" PVC
IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE NO. 04-04
THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES I IL
PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. INV. ELEV. L3'x4
" 4"x4"x4" EGEND
PER PLAN TEE
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO MUDSILL 5' MIN.
PA CURB�R 3" MIN. PVC REDUCER
HIGH POINT (SCHEDULE 40) FS FINISH SURFACE
OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. � PAD ELEVATION-0.3 MIN. MIN FINISHED SURFACE
LOT NUMBER � 23 Nz ry��g• TC TOP OF CURB
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT M '� AELEVA"PON FL FLOW LINE ELEVATION
OF ANY CONSTRUCTION/GRADING. AREA DRAIN MINP L r
125 .4 K? 15' MIN 1258.2 PAD ELEVATION I --� INV INVERT
�'m HIGH POINT x? ` e 6"MIN. 1 " MIN. INSTALL POLYETHYLENE
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC DEEPENED FOOTING - - �� SLOPE VARIES � TG TOP OF GRATE
RIGHT-OF-WAY. PER PLAN � A � . --�- 2:1 MAX. COVER PLASTIC JOINT MATERIAL
�' PAD=1258.9 FINISH FLOOR ELEVATION R/L a "QUICK JOINT" OR EQUIVALENT 1234.0 SURFACE DRAIN
21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT .NI ABOVE PAD ELEVATION) N " FL FLOW LINE ELEVATION
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS FF-1259.48 IN 2% MIN. 4
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL DILATES ENHANCED ELEVATION 21X MAX. MI GB GRADE BREAK
MIN.
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 5' MIN. 3A-R 5 5' 59
ESR PAD ELEVATION MIN. MIN. PAD ELEVATION MIN SECTION C-CI s FI 2" MIN. -----El SERVICE
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY �8
CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR LENGTH OF DEEPENED -- x'15 C A C N O SCALE SEWER SERVICE
FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE FOOTING (DF) S �TIo B-B
MODEL TYPE � � � STREET LIGHT
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES
FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. GF=1258.98, PROPERTY LINE >#--O+<a 5' MIN. PA 5' MIN. pO►o FIRE HYDRANT
RETAINING WALL, 6
K MUDSILLPRIYATE .�. AIL �� RETAINING WALL
p
MIN,IN. ABOVE PAD ELEV, WHEN REQUIRED, OF 125 a GARAGE FLOOR ELEVATION I IMIN. NO SCALE TW TOP OF WALL
ND OFF.-TOP BY SEPARATE PERMIT AREA DRAIN 4 �,��• UPPER PAD TF TOP OF FOOTING
PA2 79 ; 1oi� P/L FINISHED MUDSILL
5 0 6"MIN. SURFACE
z ��g� RIGHT-OF-WAY R/w �- _
LOWER PAD I Y 2:1 SLOPE
UNDERG • PAD=1200.1 PAD ELEVATION
ROUND SERVICE ALERT SIDEWALK � 6"MIN.
• CURB 2X MIN. " FF FINISH FLOOR
CALL_ TOLL FREE F�NRS�IN VERTICAL GREATER UNDER SIDEWALK DRAIN TYPICAL I YARD21 X MAX. 6 MIN. o
1-800-227-2600N 0 SCALE �X MIN.
GF GARAGE FLOOR
'SES A-A TYPICAL LOTB=D. SLOPE VARIES
NO SCALE NO SCALE NO SCALE 2:1 MAX. X -�"" TRACT BOUNDARY
� LD05- 112GR
TWO WORKING DAYS BEFORE YOU DIG LD05- 055GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK QaoI: SS °�q� Hall & Foreman, Inc.
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CONTRACTOR SCALE Engineering ng-Surveying-Planning-Landscape Architecture
BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS No.
RIVERSIDE COUNTY 600-62-69 1970 1
HORIZONTAL �� `mss 4.3513 MdP Pari Drw. T.m.eula. Co. 92590
BRASS DISC SET 1' EAST OF CONCRETE POST MARKER co �' Phn. 951 676-6726 I'=. 951 699 96
No. 16526 ACCEPTED BY: G
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN w EXP. 6--30-05 rn PREPARED Y: RONALD J. PARKS DATE: PRECISE GRADING PLAN
INSPECTOR FROM POST OFFICE AT TEMECULA 29' N.E. OF THE c _V �
# DEPUTY DIRECTOR OF PUBLIC WORKS �. 29798_9 PH. 5 LATS 1-23
�
PAVED ROAD 5' N.W. OF TEL POLE NO. 6295, C.W.T. 3' VERTICAL �9r �`� ' r ,
5.16.05 FWD 1 DD FRENCH DRAIN ON LOT 12 ` 3 o S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 F c�v�� o� FRED W. DOERG DATE:
DATE COMPLETED SEE SHEET 2 °F ����F R.C.E. No. 16 2fi EXP. DATE 6-30-0 R.C.E. No. 19744 EXPIRES 9 30 05 IgK9 TITLE SHEET SH T. 1 OF 2
J.N. 34003 340032401 04/21/05
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4" AREA DRAIN ~ 1 V
WITH 3/4 CRUSHED 2:1
ROCK ENCAPCULATCD $940TED PVC SDR-3S DRW PIPE PER FRENCH DRAIN DETAIL HEREON 0 20 40 60' a0' • • • �'�4)'=- ?DEQ 4- ,
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END FRENCH DRAIN N
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IA�tiERC> a�ID ALERT DATE BY DATE ACC•D BENCHMARK ��o�Ess,o ■ Hall & Foreman, Inc. RECOMMENDED BY: DATE:
SCALE ■M�' DEP OF PUBLIC WORKS Dr+awin No.
E • . CITYOF TEMECULA
• SEE SHEET No. 1 Moldz+omm .w� �� 4n13 � � .d. T=nmh 6 ft /r
CAU.- TM ' '�' "' � '�' "�°'" F'• DATE. - PRECISE GRADING PLAN
AS SFIa�rN �• •- PREPARED BY: R�oNALD J. PARKS 2
1---0-227 ' * DEPUTY DIRECTOR OF PUBLIC WORKS
AE� TRACT No. 29798--9, PHASE 5
IVK'A MINIMUM
c R.C.E.M�. 16526 EXP. DATE-0-30-M R.C.E. No.19744 EXPIRES 9/30/05
DAYS BU YM-M 5,117.00 FM DD FRENCH2M 9b LOT 12 LOTS 1 --2
sHT. 2 of 2
J.N. 34003 340032402 PHS4 04/21/05