HomeMy WebLinkAboutTract Map 30264-1 Lot 5-10,28-30,67-73 Precise Grading CITYOF TEMECULA GRADING NOTES
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION &
PRECISE GRADING PLAN SEDIMENT CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER
RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
Cj2C,
PA
_Q , ��F AREA PHASE 1 5 MIN. 5 MIN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE
�� &/ MUDSILL SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2'
TR. 30264=1 LOTS 5=10, ' MIN. AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL
EXTERIOR WALLS AT NOT LESS THAN 14" PER FOOT FOR A MINIMUM OF 3 FEET.
28=30 & 67=73 UPPER:PAD _� FINISHED MUDSILL
RAINBOW CANYON 60MIN. SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
REDHAWK PKWY
LOWER PAD
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
S LOMA LINDA 6-1W , STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES
ROAD 2X MIN. -� OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
WOLF CREEK S. _7 / a _
20X MAX. 6 MIN. P SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
0 00003 20XMIN. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER,
z REDHAWK PKWY pgt�R SECTION B-B SLOPE VARIES SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE
NO SCALE 2:1 MAX. BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL
FILLS OVER 1' DEEP.
TR
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS
° 9 5' MIN. PSL DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
VICINITY MAP WOLF VALLEY ROAD MUDSILL INDEX MAP 3' MIN. ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING
2 MIN. FINISHED SURFACE
SCALE: 1" = 200' PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT /
PROJECT SITE MIN. ABOVE PAD ELEV,
,. FILL SLOPES.
TR. 30264-1 eROUND OFF
TRACT 2930 PA ,- D e -� 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
5' 6 MIN• LSLOPE VARIES
2:1 MAX. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC.,
_ DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE
2X MIN. „ SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION
FOR REAR YARD SLOPES GREATER 20% MAX. MIN. DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
THAN 5' IN VERTICAL HEIGHT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
NOTE: ALL ELEVATIONS ON ALL HOUSES ARE ENHANCED SECTION A-A SECTION C-C 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN
45.0' 45.0' 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.
N HIGH POINT w
PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411
PLAN 1A o PUN 1A o MODEL TYPE 2x ���g• PAD ELEVATION-0.13' �. z 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND
�' Mme• 6 SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING
`� ? LOT NUMBER 9„ FINISH FLOOR Q� THE GRADING PHASE.
DEEPENED FOOTING 069.06 1069.06 ELEVATION TYPE v
ARA GARA PER PLAN ask 7- _
2� MIN• � 2 2% MSN. 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE
35 FINISH FLOOR ELEVATION _ ° APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN
3CR 8 ABOVE PAD ELEVATION - = ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES
5' MIN. FF=1070.17 PAD ELEVATION 3„ OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK
PAD=1069.50 FLOW PREVENTION DEVICES PER THE U.P.C.
47.0' 47.0' 4' MI x 11" ►° FILL DISPOSAL
2 SAND 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
LENGTH OF DEEPENED x ® X06° o PAD GRADE BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF
PUN 2A o PLAN 2AR o FOOTING (D.F.) STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST
n ENH
PERAPLAN ELEVATION E FOUNDATION CONSTRUCTION SECTION BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A
PROPERTY LINE REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE
RETAINING WALL, 6
NO SCALE PLACEMENT OF FILL.
WHEN REQUIRED, � . • t0g�
BY SEPARATE PERMIT GFF=1069.67 61 *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
GARAGE FINISH FLOOR ELEVATION Z AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
47.0 47.0' �'� �a RIGHT-OF-WAY GRADING OPERATIONS.
60.50' CURB LEGEND 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
PLAN 3A PLAN 3AR FS FINISH SURFACE Q SHEET NO.
'00 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND
Ui
Ui L0 TYPICAL LOT TC TOP OF CURB PAD 1200.1 PAD ELEVATION FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A
N.T.S. FL FLOW LINE ELEVATION -- TRACT BOUNDARY REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND
INV. INVERT FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
A FF 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
P GFF GARAGE FINISH FLOOR ELEVATION WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVATION WITH
45.0' 45.0' HIGH POINT = PAD x=' L EXISTING CONTOURS RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED THE ACTUAL DISTANCE ABOVE
N 1234.0 FLOW LINE ELEVATION
ELEVATION-0.2 MIN. A PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN.
PA F.L
PLAN 4AR
Nom+ G.B. GRADE BREAK DEEPENED FOOTING 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS
PLAN 4A
N N OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL
STREET LIGHT
cOER ENHANCED REAR ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING
5 5' 5' FIRE HYDRANT ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
GARAGE GARAGE PAD ELEVATION MIN. MIN. PAD ELEVATION MIN. ENHANCED SIDE
� TW TOP OF WALL ESR RIGHT ELEVATION 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON.
CL___ C NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
TF TOP OF FOOTING ESL ENHANCED SIDE
2 DETAIL NUMBER LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
B B M 3 SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
K
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A
BUILDING FOOTPRINTS PUBLIC RIGHT-OF-WAY.
SCALE 1" = 50' ,� �o��P� PSL NOTICE TO CONTRACTORS 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
y
R/w 00A X !0 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
ERRORSR
JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY 0 OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
7-N A N OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
FOOTING TO BE DEEPENE FOR REVIEW AND APPROVAL.
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
03F , 20, po TYPICAL SIDE YARD DRAINAGE AND ALL INDEMNIFY
UABIUTY, REAL OR LLEGED�INRAND THE CONNECTION WITH ETRE HARMLESSFROM
OF Y 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE
❑ �F • ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
NO SCALE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
F.F. ELEV. LENGTH OF OF THE OWNER OR ENGINEER. STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
DEEPENED F❑❑TING (D.F.) CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
VARIES, 6' MIN. TO CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
1EXTRA DEPTH FOOTING UNDERGROUND STRUCTURES NOTIFICATIONS OWNER DEVELOPER:
PAD ELEV. 4-2- PER PLAN, MAXEARTHWORK QUANTITY ESTIMATE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS STANDARD PACIFIC HOMES
�4 • CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 255 EAST RINCON ST. S.200
12' MIN. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION:
EXCAVATION 800 C.Y. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND CORONA CA 92879
Underground Service Alert TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 951-372-8500
9 EMBANKMENT 800 C.Y.
eR SUBSIDENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SOILS ENGINEER
Call: TOLL FREE N❑TE:THE EXP❑SED P❑RTI❑N _QF_ IHF:_ Pz- -F-II❑TING INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600
SHALL BE FORMED, SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE PACIFIC SOILS ENGINEERING INC.
DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES 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 TTP. EXTRA DEPTH FOOTING PLAN CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 858-560-1713
THIO w011ICINa DAYS effoM rou DIC
N.T.S. TOTALS 800 C.Y. 800 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"W 858-560-0380 FAX LD05-249GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK oFEss� �� ��Hall & Foreman Inc. DrawingNo.
- SCALE Qa �� �� �"` � � RECOMMENDED BY: DATE: CITY OF T
CONTRACTOR RIVERSIDE COUNTY 600 62-69 1970 ����o�It J. t�.��� Engin�neg Surveying•PlanZnoiong•TandscapeArchitecture DEPARTMENT OF PUBLIC WORKS
BRASS DISC SET 1 EAST OF CONCRETE POST MARKER HORIZONTAL ,� a « ,b, Co. 92590
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD o < NO. 21914 = Phi. 951 294-9300 Fax. 951 294-9301 ACCEPTED BY: DATE: 3 tZ 06 PRECISE GRADING PLAN
INSPECTOR FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN EXP. 6-30-07 PRE BY: RONALD J. PARKS
PAVED ROAD 5' N.W. OF TEL. POLE NO. 6295, C.W.T. 3' *.n�, `�*. 3 _�3_� DEPUTY DIRECTOR OF PUBLIC WORKS AREA 2C, PHASE 1
S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 VERTICAL ��F 1 1� pA �.•. TR. 30264-1 LOTS 5-109
�F ``F ANTHONY TERICH .:{ .•.
DATE COMPLETED CA R.C.E. No. 21914 EXP. DATE 6-30-0 R.C.E. No. 19744 EXPIRES 9/3007 ' ' 28-30 & 67-73 SH T. 1 OF 3
SEE SHEET No. 3
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Call: TOLL FREE
1-800
227-2600
M 110010ING Mn BUTIM YMw LD05- 249GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK R�Ess/0 � '�" Hall & Foreman Inc. 3 b Drawing No.
SCALE Q '� our � RECOMMENDED BY: DATE: CITY OF T
CONTRACTOR RIVERSIDE COUNTY 600-62-69 1970 �� �, Engineering•Surveying•Planning•Landscape Architecture DEPARTMENT OF PUBLIC WORKS
BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL � a Tnme en.rwo�d Cir. sa. 200 T«r,.c�, co. 92590
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD h NO. 21914 = Pnn. 951 294-9300 Fax. 9S1 2l4-s3a� ACCEPTED BY:
• � EXP. 9-30-07 "' °^'�" DATE: Z Z oL2
INSPECTOR
FROM POST OFFICE AT TEMECULA 29 N E OF THE AS SHOWN PRE PAR B - RONALD J. PARKS PRECISE GRADING PLAN
DEPUTY DIRECTOR OF PUBLIC WORKS
PAVED ROAD 5' N.W. OF TEL. POLE N0. 6295, C.W.T. 3' vERncAL *�� `� - 3'/3-D� ;';
S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 ��' 1 V 1 ANTHONY J. TERICH DATE: TRACT'•'• - -
� OF `�o .:•{�.•. 30264 1 , LOTS 67 73
DATE COMPLETED CAL R.C.E.No. 21914 EXP. DATE 9-30-07 R.C.E. No. 19744 EXPIRES 9130 07 SHT. 2 OF 3
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1-800
227-2600 LD05-249GR
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BENCHMARK oFEssi �' Hall & Foreman Inc. ,3,1 DrawingNo.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D SCALE v Qa °k�� ■o r , I RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS
�. Engineering•Surveying Planning•Landscape Architecture CITY OF T
RIVERSIDE COUNTY 600-62-69 1970 9 9 Y 9 9 �
CONTRACTOR F ONCRETE POST MARKER HORIZONTAL ��"� may`, nomw eaf►.WwM Or. sr.. zoo Tonwula, co. 92M � a
BRASS DISC SET 1 EAST O C h 3
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD n No. 21914 X10. 9s� z94-9300 Fax. 9s� 294-9301 ACCEPTED BY: DATE.
• AS SHOWN W EXP. 9-30-07 PREPARE Y: RONALD J. PARKS PRECISE GRADING PLAN
INSPECTOR FROM POST OFFICE AT TEMECULA 29 N.E. OF THE DEPUTY DIRECTOR OF PUBLIC WORKS
PAVED ROAD 5' N.W. OF TEL. POLE NO. 6295, C.W.T. 3' *�'�, � � ��-BGG� 3�3-�C�
TRACT 30264-1 , LOTS 5-10
VERTICAL 7 ,�.� ,
S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 r� oFlv►L Eos ANTHONY J. ERICH DATE: 19744 EXPIRES 9130f07 • �� ••• ` & LOTS 28-30 SHT. 3 OF 3
DATE COMPLETED CP, R.C.E.No. 21914 EXP. DATE 9-30-07 R.C.E. No.