HomeMy WebLinkAboutTract Map 30264-2 Lot 42-45,53-57 Precise Grading CITY OF T
GRADING NOTES
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION &
PRECISE GRADIN PLAN SEDIMENT CONTROL ORDINANCE N0. 04-04, AND, IF APPLICABLE, TO THE STATE WATER
RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
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GJ ST,gT2F, ' MIN. P� 5' MIN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE
AREA PHASE 1 ,MUDSILL SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2
AQ, v TR. 30264=2 LOTS 42-45 & 53=57 AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL
EXTERIOR WALLS AT NOT LESS THAN 34» PER FOOT FOR A MINIMUM OF 3 FEET.
UPPER PAD FINISHED MUDSILL
RAINBOW CANYON �, _1 . s�"I�IN. SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
-o R E D HAW K PKWY m - -1- LOWER PAD
n 19 21 e s 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
Z LOMA LINDA t• 226�!_ STORM FLOWS, OR PROVIDE GRADED BERMS,
ALONG THE TOP OF ALL GRADED SLOPES
Z ° ° t>• 2X MIN " OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
WOLF CREEK DRIVE S. ROAD S ° 10 ti 20% MAX. 6 MIN. o SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
� 4 11 � 2C 2 3 12 is 25 TIL 3004-70% MAX 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER,
REDHAWK PKWY i1 is 14 SECTION B-B S20 MAX
SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE
n NO SCALE BILLS OVERERL PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL
h M a me n A n
' 51 43 42 41 N PSL 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS
sa ,� MUDSILL 5 MIN. DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
VICINITY MAP WOLF VALLEY ROAD INDEX MAP ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING
. . . DEER HOLLOW ROAD SCALE: 1" = 300' 48 47 34 31 IN. IN. FIMSHED SURFACE PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT /
PROJECT SITE �. 32
20 MIN, ABOVE PAD ELEV. FILL SLOPES.
TR. 30264-2 & OUND OFF -T 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
TR. 30264-8 PA 6"MIN.
SL MAX. 8.$ ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
2. PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC.,
DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE
2z MIN. " SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION
FOR RE�►R YARD SLOPES GREATER 20X MAX. MIN. DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
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THAN 5 IN VERTICAL HEIGHT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
TIL 302" SECTION A-A SECTION C-C 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN
NO SCALE NO SCALE ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
55.0' 55.0' 55.0' 55.0' MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
HIGH POINT PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411
1 A 1 C 1 D 1 D R ���g• PAD ELEVATION-0.13
MODEL TYPE "
� ,L, 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND
MAX. 6 0 ? SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING
n i LOT NUMBER 5" FINISH FLOOR �• _j J THE GRADING PHASE.
E E RAE G DEEPENED FOOTINGo69.os tos9. ELEVATION TYPE �� Q
PER PLAN POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE
35 FINISH FLOOR ELEVATION v Q- APPLICABLE GROUND COVER TREES SHRUBS OR A COMBINATION THEREOF IN
9 ABOVE PAD ELEVATION �� ' 29. MIN. 4 2% MIN' ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES
3C R
55.0' SS.o' 55.0' SS.o' s MIN.- FF=1o7o.2s PAD ELEVATION � OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK
PAD=1069.50 - ,: FLOW PREVENTION DEVICES PER THE U.P.C.
11 4" SAND _ 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
LENGTH OF DEEPENED o PAD GRADE ..:. FILL DISPOSAL BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF
b FOOTING (D.F.) x STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST
2A 06 2B 2C r ENHANCED ELEVATION ER H INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A
LO � � PER PLAN PROPERTY LINE FOUNDATION CONSTRUCTION SECTION REGISTERED 'CIVIL NGIIN ER,ESOILEEENGINOEER OR ENGINEERING GEOLOGIST SHALL APPROVE
E E G
RETAINING WALL, d
NO SCALE PLACEMENT OF FILL.
WHEN REQUIRED, . ' 106
BY SEPARATE PERMIT c:FF=�os9.as 7a� TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
*FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* 13.
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
GARAGE FINISH FLOOR ELEVATION AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
55.0 55.0 55.0 55.0 , � RIGHT-OF-WAY GRADING OPERATIONS.
60.50' cuR6 LEGEND 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
N ;� N N FS FINISH SURFACE F21 SHEET N0. 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND
K, 3A 3C �; 3D 3DR 1
L0 LOTC TOP OF CURB
TYPICAL LOT PAD 1200.1 PAD ELEVATION FIVE TENTHS 1.5 SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A
E ARA E G N.T.S. FL FLOW UNE ELEVATION --- TRACT BOUNDARY REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND
FILL SLOPES OVER 30IN VERTICAL HEIGHT.
INV. INVERT
AFF FINISH FLOOR 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
r RETAINING WALL OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE
57.0' 57.0' 57.0' 57.0' P GFF GARAGE FINISH FLOOR ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH
POINT = PADxZ+ ` 1234.0 FLOW UNE ELEVATION EXISTING CONTOURS RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE
N�
ELEVATION-o.2 MIN. A F.L PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN.
N' G.B. GRADE BREAK DEEPENED FOOTING 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS
4A 4B 4D to 4DR OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL
+ STREET LIGHT ER ENHANCED REAR ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING
5 5' 5' ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
PAD ELEVATION MIN. IN. PAD ELEVATION MIN. FIRE HYDRANT
TW TOP OF WALL
ESR ENHANCED SIDE 18RIGHT ELEVATION . EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON.
C c NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
TF TOP OF FOOTING ESL ENHANCED SIDE
K 2 DETAIL NUMBER LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
B B 3 SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
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20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A
BUILDING FOOTPRINTS PUBLIC RIGHT-OF-WAY.
��' P� NOTICE TO CONTRACTORS 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
R/W
SCALE 1 = 50 Goo f Go
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
Go Go
JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
F❑❑TING TO BE DEEPENE AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL FOR REVIEW AND APPROVAL.
p3 o TYPICAL SIDE YARD DRAINAGE AND ALL INDEMNIFY
LI LIABILITY, REAL OR ALLEGED, IN NTHAND THE THEHARMLESS ERFORM NCE OF Y 22• THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE
F 20 p ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
NO SCALE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGUGENCE STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
F.F. ELEV. -ICLENGTH OF OF THE OWNER OR ENGINEER. CONTRACTOR OWNER DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
DEEPENED F❑❑TING (D.F,) / /
VARIES, 6' MIN, T❑ CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
6' + EXTRA DEPTH FOOTING UNDERGROUND STRUCTURES NOTIFICATIONSOWNER /DEVELOPER:
1 PER PLAN, MAX, EARTHWORK QUANTITY ESTIMATE
PAD ELEV, ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS W'OODSIDE HOMES
CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 23121 ANTONIO PARKWAY SUITE 120
12' MIN, 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
EXCAVATION 450 C.Y. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABIUTY AND 949-858-4980
Underground Service Alert EMBANKMENT 450 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411
SUBSIDENCE OF UNDERGROUND UTIUTIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SOILS ENGINE -
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CcMNOTE.-THE EXPOSED PORTION ❑F THE DEEPENED FOOTING INDICATED ON THE PUBUC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT. 1(800) 227-2600 PACIFIC SOILS ENGINEERING INC.
' TOLL SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE
SHALL BE FORMED, DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS 7715 CONVOY COURT
1-800 IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE SAN DIEGO CA 92111
227-2600 TYP. EXTRA DEPTH FOOTING PLAN =k==
4 0 C.Y. CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTIUTIES OR STRUCTURES THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 858-560-1713
Two wowallo a►Ys �n� rou ao
N.T.S. TOTALS 5 450 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47-45'28"W 858-560-0380 FAX LD06-002GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK 0 0 0
SCALE �R°'FE �o ■■ir ,Hall & Foreman, Inc. RECOMMENDED BY: DATE: G 04 DrawingNo.
r,,o �►'� J. t� Engineering•Surve i •Planni •Landsca Architecture CITY OF TEMECULA DEPARTMENT OF PUBUC WORKS
CONTRACTOR RIVERSIDE COUNTY 600-62-69 1970 HORIZONTAL �`t��� � �y � Surveying
w., 2W T."wAs,�co. 92M
BRASS DISC SET 1 EAST OF CONCRETE POST MARKER � _ = o nm. 9s1 "4-9= Fa. 01 "4-93ot ACCEPTED BY• DATE: ¢ G ��
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD o' < NO. 21914 PRECISE GRADING PLAN
AS SHOWN W EXP. 66-30-07P R E PA BYE RONALD J. PARKS
INSPECTOR FROM POST OFFICE AT TEMECULA 29• N.E. of THE * DEPUTY DIRECTOR OF PUBUC WORKS AREA 2F, PHASE 1
PAVED ROAD 5 N.W. OF TEL POLE NO. 6295, C.W.T. 3 y► �� - S OG
S.W. of VERTICAL
36 CONCRETE STANDPIPE. ELEV. 1039.378 d ANTHOW JCAMRICH DATE: TR. 30264-2 LOTS 42-45 & 53-57
DATE COMPLETED of c���� R.C.E. No. 21914 EXP. DATE 6-30-0 R.C.E. No. 19744 EXPIRES 9/30% { SH T. 1 OF 2
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UNDERGROUND SERM E ALERT SCALE: 1* = 20'
CALL: TOLL FREE
1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
LD06-002GR
CONSTRUCTION
RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK OFESS� N■ ■�
SCALE Qa Hall & Foreman, Inc. RECOMMENDED BY: ATE: DEPARTMENT OF PUBLIC WORKS Drawing No.
Aa �� i .Planning.La Architecture CITY OF T
Engineering Surveying ng a ng Landscape /
CONTRACTOR HORIZONTAL „�� �� Thr" 6.tt«wodd Or. St.. 200 Ton.culo, Co. 92590 6
h - Ph. 951 294-9300 Fm951 294-9301 ACCEPTED BY: � �u�-�r � TE: � �
W. 21914 z RONALD J. PARKS PRECISE GRADING PLAN 2
SEE TITLE SHEET As SHowN EXP. g 30-0 PREPARE
INSPECTOR * * ,� -, OS Deo DEPUTY DIRECTOR OF PUBLIC WORKS TR 30264- 2 P
VERTICAL �� �� ANTHONY J. ICH DATE: :.........:..
F pF t��Fa R.C.E.No. 21914 EXP. DATE 9-30-07 ,g,,4,4 EXPIRES 930 07 LOTS 42-45 & 53- 57 SHT. 2 of 2
DATE COMPLETED C�� R.C.E. No. E E 9L30L07