HomeMy WebLinkAboutTract Map 30264-6 Lot 1-6, 16-55, 59-60 Precise Grading CITY OF TGRADING NOTES
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION &
P RECI
S E RADING PLAN SEDIMENT CONTROL ORDINANCE N0. 04-04, AND, IF APPLICABLE, TO THE STATE WATER
RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
AREA 2E PHASES 4"� O _ 5' MIN, P�� 5' MIN, 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE
QV � � STgTF � MUDSILL SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2'
�� � tiGjiy TR. 30264-6 LOTS 1 -6 & 1655- 5 60 _ � AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL
h
Q � UPPER PAD MI EXTERIOR WALLS AT NOT LESS THAN �/a" PER FOOT FOR A MINIMUM OF 3 FEET.
-� FINISHED MUDSILL
W CANYON �o
MIN, --SURFACE
SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1. -YEAR
� REDHAWK PKWY w � 1 � � ,� � -�- _� MIT LOWER PAD 4, PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100 YEAR
� � 6'MIN. , STORM FLOWS, OR PROVIDE GRADED BERMS,
� w ° ' ALONG THE TOP OF ALL GRADED SLOPES
y� LO MA LINDA ' r
2% MIN. A. OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
� ROAD 1 � � 20% MAX. 6 MIN. � o SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
WOLF CREEK S. � � � ~ �
2 XA M5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER,
-10 mail � A � � 20� X. SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE
� REDHAWK PKWY � � ^ ~ SEQI]Qbl SLOPE MAXARIES BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL
� p,� � � � NO SCALE FILLS OVER 1' DEEP.
_F___1 ~ MP PA 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS
MUDSILL 5' MIN, DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
VICINITY MAP WOLF VALLEY ROAD ., � _ 3' MIN, 2' MIN, FINISHED SURFACE ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING
PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUTMIN
/
FILL SLOPES.
PROJECT SITE 12" ABOVE PAD ELUL
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
R. 30264-12 PA5' '�� 6 MIN. gLpPE VARIES
s �
UAX0 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC.,
4 DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE
• `-- SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION
% MSN' 6" DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
FOR REAR YARD SLOPES GREATER 30% MAX.
t � THAN 5' IN VERTICAL HEIGHT MIN. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
SECTION A-a SECTION Q-Q9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN
3 � � NO SCALE_ NO SCALE
ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
..._ PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411
HIGH POINT �
MODEL TYPE MAX. ,ob�g• PAD ELEVATION-o.t3" 6"MIrY. o z 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND
k FINISH FLOOR � -� -� SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING
2x
z LOT NUMBER � 4'0 THE GRADING PHASE.
DEEPENED FOOTING oes.oe �� �ag9•ae ELEVATION TYPE � � , . p •• • s : '. . ; �Qv INSTALLING, WHERE
PER PLAN • ' ' � '' 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0,
N N � FINISH FLOOR ELEVATION � � ° ' `0 D � 2% MIN. �Q�"� 2% MIN APPLICABLE, GROUND COVER, TRESS, SHRUBS OR A COMBINATION THEREOF IN
0 0-- o 35 W-11,
3CR $ Aeove PAS ¢�evAT�oN .� _ _ ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES
5' MIN. FF=to7o.t� PAD ELEVATION _ = OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK
PAo=1069.50 x �" •� > FLOW PREVENTION DEVICES PER THE U.P.C.
---Man= 4' MI � � 2' SAND
FILL DISPOSAL 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
PLM to PLAN 1B PLM 1C LENGTH OF DEEPENED x s� �oeag� o ., Q PAD GRADE BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF
FOOTING (D.F.) �- FOUNDATION CONSTRU Cw�l ON SECTION BEECLEAREDEP INKEYEDRAAND BENCHEDIN OCCURS INTO FIRM NATURALON WHICH FILL IS �SOIL FOR BE FULL SUPPORT.IN MUST
ENHANCED ELEVATION �
PER PLAN PROPERTY LINE REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APP
ROV
NO SCALE PLACEMENT OF FILL.
RETAINING WALL.
WHEN REQUIRED, p �oe�ej *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
N 0' 0' Q, 0' 8Y SEPARATE PERMIT GFF�1069.e� ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
GARAGE FINISH FLOOR ELEVATION GRADING OPERATIONS.
RIGHT-OF-WAY
60.501, cuRo LEGEND 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
F.S. FINISH SURFACE Q SHEET N0. 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND
PIAN 2A Pl/1N 28 PLAN 2C
TYPICAL LOT-- T.C. TOP OF CURB PAD 1200.1 PAD ELEVATION FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT B
Y A
N. 60 F.L. FLOW LINE ELEVATION - - - TRACT BOUNDARY REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND
FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
INV. INVERT
A F.F. FINISH FLOOR 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
RETAINING WALL OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE
o � o, � O, y P � � G.F. GARAGE FINISH FLOOR ELEVATIONTOITH RESPECT TOADJACENT GROUND EAN SEA SURFACE IS REQUIRED,RED,SHALL BHEGAC UAL DISTANCE ABOVE
IVEN. IF AN ELEVATION WITH
o
� � NIGH POINT 3 PAD � L 1234.0 FLOW LINE ELEVATION 2:1 SLOPE RESPECT
ELEVATION-O.z MINA THE ADJACENT GROUND SHALL BE GIVEN.
P�.� F.L.
�i} o � DEEPENED FOOTING 17, EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS
G.B. GRADE BREAK
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL
-�- STREET LIGHT ENHANCED REAR ORDINANCE N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING
PLM 3A PLM 38 PLM 3C
g 5' 5' ER ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
MIN. �--�4 FIRE HYDRANT
PAD ELEVATION MIN. MIN. PAD ELEVATION ENHANCED SIDE
BUILDING FOOTPRINTS C� _�C ESR ENHANCED SIDE RIGHT ELEVATION 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON.
z NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
SCALE 1" = 40' � � ESL LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
z COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
� 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A
PUBLIC RIGHT-OF-WAY.
oil
y z �� P�- NOTICE TO CON TRACTORS 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
� co
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
R/W -- CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
OF ALL PERSONS ANS PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY FOR REVIEW AND APPROVAL.
FOOTING TO BE DEEPENED AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
5 � AND THE AND THE
; yPICAL SIDE YARD DRAINAGE AND ALLIUABUN, REAL ORL ALLEGED�INRCONNEC ON WITH THE P RFORMANCE OF HARMLESS
22• THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE
�� 4 • FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE WORK ON THIS PROJECT. EXCEPTING ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
20
o NO SCALE STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
LENGTH OF OF THE OWNER OR ENGINEER, CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
F.F. ELEV. DEEPENED FOOTING (D.F.) CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
VARIE6A +
S
S, 6" M . TO
EXTRA IDEP H FOOTING UNDERGROUND STRUCTURES OWNER,/DEVELOPER. _
1 PER PLAN, MAX. EARTHWORK QUANTITY ESTIMATE NOTIFICATIONS
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS WOODSIDE HOMES
PAD ELEV. 2g CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
? M 23121 ANTONIO PARKWAY SUITE 120
APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: RANCHO SANTA MARGARITA, CA. 92688
�2" MIN. EXCAVATION 2400 C.Y.
PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND 949-858-4980
Underground Service Alert MSX EMBANKMENT 2400 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411
OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT 1 800 227-2600 SOILS ENGINEER 8 LD 11 "" 062GR
o� SUBSIDENCE INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: ( ) PACIFIC SOILS ENGINEERING INC.
y Call: TOLL FREE NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE 2 L� O8'" D8%GR
q SHALL BE FORMED. DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS 0 F BEARINGS 7715 CONVOY COURT
1-800 IMPORT/EXPORT ANY OTHER UTITHE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 858-560-1713
LITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE SAN DIEGO CA 92111 � L-DO�'-' OZ�JGR
227-2600 TYR, EXTRA DEPTH FOOTING PLAN - CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES
N.T.S.
TOTALS 2400 C.Y. 2400 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"W 858-560-0380 FAX LD06� 073GR
7W0 WORKING DAYS BffORE YOU DI(i �� � . . �(�J Drowin No.
CONSTRUCTION RECORD DATE BY REVISIONS DATE AC 'D BENCHMARK SCALE Q����$$�o ,�.::� � ,Hall & Foreman, Inc. RECOMMENDED BY: �,�� ,�,- DATE: B� CITY 0 F TE M E C U L� DEPARTMENT OF PUBLIC WORKS
I
M Engineering•Surveying•Planning•Landscape Architecture
a111L06 "�L � FEV. 8 rL��N� EL�V. S /9 vL' RIVERSIDE COUNTY 600-62-69 1970 � �'�° ��P � Q /
HORIZONTAL � l �� � Three BsBerWortd Cr. Sty. 200 Temecula, Ce. 92590 V 80G
CONTRACTOR LUTS BRASS DISC SET 1 EAST OF CONCRETE POST MARKER v, Z s - vn. 90949�t-9300 iax.909294-9301 ACCEPTED BY: � �A�� ISE GRAC�I�IG PLAN
5"V2.1 3 STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD �' � �o. 21814 " PREPA E BY'. RONALD J. PARKSQ FROM POST OFFICE AT TEMECULA 29 N.E. OF THE AS SHOWN w ExP. 9-30-07 � �� / DEPUTY DIRECTOR OF PUBLIC WORKS
u Za a �. REv �'F : �W�AC.E�i LOTS � 20 � ��, 7 3� o� PHASES 4-10.
INSPECTOR PAVED ROAD 5 N.W. OF TEL. POLE N0. 6295, C.W.T. 3 �► �� '=�
Ur. 2 - S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 �ncA� ��� ��� o�� ANTH NY J. 7ERICH SATE: •.i98�:•: � TR. 30264-w-,6 LOTS 1 -6 & 16-55, 59 & 60
02/i
V. F.F•&Str,/AtESLorSI 1 � + cA��� R.C.E. No. 21914 EXP. DATE 9-30-0 R.C.E. No. 19744 EXPIRES 9f30j07 SHT. 1 OF 7
DATE COMPLETED - O
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227-2600
Drawing No.
TWO WORKING DAYS BEFORE YOU DIG
f LssForeman, Inc. MENDED BY: DATE: ��
o � I-Iall & RECOM CITY OF TEMECULA
DEPARTMENT OF PUBLIC WORKS
CONSTRUCTION RECORD DATE BY REVISIONS
DATE ACC'D BENCHMARK SCALE q o
�o engineering•Surveying•Planning•Landscape Architecture
F &REVISE BUILDING ELEVATIONS LOTS 2& E COUNTY 600 -82--69 1970 Three Betterwortd Cr. Sfe. 200 Temecula, Co. 92590 PLAN04/11/0 DMRIVERSIDE
�IORr�ONTAL � .� � � _ �ax.9o9 294•-930 ACCEPTED BY: � �-- �-- DAT • Il 1
SLOTS 1 2 �`��1 r1 BRASS DISC SET 1 EAST OF CONCRETE POST MARKER �' N . 2191 Ph. 909 294 9300 A
PRECISE GRADING
CONTRACTOR 09/12/11 DFL &REV. F,F AND SWALE o z , GREG E3 VT R
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD
AS SHOWN us Exp. 9-30-11 � BY: DIRECTOR OF PUBLIC 1N0RKS/CITY ENGINEER .
N.E. OF THE4T'RACT' 30264-6, PH*
15, LOT'S 1 -6j16&17
FROM POST OFFICE AT TEMECULA 29 ° R.C.E. No. 47109
' OF TEL. POLE N0. 6295, C.W.T. 3' '��► �`�" '• «.,.
INSPECTOR PAVED ROAD 5 NX VERTICAL H DATA: 1 SHS. OF 7
' TAN D P I P E. ELEV. 1039.378 �� C1 y 1�- � ANT Y TERIC
S.W. OF 3� CONCRETES o� �� --
C Ai- R.C.E. No. 2 1914X . DAYS 9�- 0�•11 ...�
DATE COMPLETED
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK QRof, ss/o VA Hall & Foreman, IriC. RECOMMENDED 8Y: �C DATE:��I i i TY 0 F TEMECULA Drawin No.
SCALE Nq� DEPARTMENT OF PUBLIC WORKS
.10 Engineering•Surveying•Planning•Landscape Architecture
RIVERSIDE COUNTY 600-62-69 1970 a E`
HORIZONTAL �.� y y Three BeHerWorld Cr. Sfe. 200 Mau as Ca. 92590 l
CONTRACTOR 09/12/11 DFL &REV. F,F AND SWALES LOTS 55, 59 & 60 �� i+ BRASS DISC SET 1 EAST OF CONCRETE POST MARKER Ph. 909 294-9300 vax.909 294-9301 ACCEPTED BY: �2`� �- DAT �� � PRECISE GRADING PLAN
N0. 21914 Z G
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD c� 1, C�R"��HGTR
FROM POST OFFICE AT TEMECUlA 29' N.E. OF THE � AS SHOWN � EXP. 9-30-11 * PREP B /���l� ,! 'DIRECTOR OF PUBLIC WORKS/CIN ENGINEER � . .
INSPECTOR PAVED ROAD 5 N.W. OF TEL. POLE N0. 6295, C.W.T. 3 VERTICAL
`��y ���' R.C.E. N0. 47109 ' TRACT 30264-6, PH. 1J, LOTS 18-20, 548c55,
S.W. OF 36 CONCRETE STANDPIPE, ELEV. 1039.378 �X O�Iv��-`�p� AN HON J. T ICH DATES '•t�'� 598c60 SHT* 7 OF 7
DATE COMPLETED CAS- R.C.E. No. 21914 EXP. DATE 9-30-11
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