HomeMy WebLinkAboutTract Map 30264-5 Lot 1-14 Precise Grading CITY OF TEMECUL GRADING NOTES
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION &
PRECISEGRADINGPLAN SEDIMENT CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER
RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
GJ � STPHASE
P/L
'�rF AREA MIN MIN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X DRAINAGE
� A/ MUDSILL SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2'
v
TRm 30264-5 LOTS 'I -'14 AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL
EXTERIOR WALLS AT NOT LESS THAN %" PER FOOT FOR A MINIMUM OF 3 FEET.
NOTE: ALL ELEVATIONS ON ALL HOUSES ARE ENHANCED. UPPER PADS FINISHED MUDSILL
RAINBOW CANYONa MIN, SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
REDHAWK PKWY -
,T& A p �^ LOWER PAD 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
p LOMA LINDA
�,# B"MI�I. � .�:, � , STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES
Z wI' 2X MIN. OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
WOLF CREEK DRIVE S. ROAD 207E MAX, 6"MIN. a SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
20XMIN. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER,
REDHAWK PKWY ,� 14 y��Q - SLOPE VARIES SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE
_ 7 2:1 MAX. BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL
� s ' NO SCALE FILLS OVER 1' DEEP.
4 �
2 S PA 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS
WOLF VALLEY ROAD MUDRLL MIN. DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
VICINITY MAP INDEX MAP _ FINISHED SURFACE ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING
iiiiiiiiiiiiiiiiiiiiiillilliliN. . . DEER HOLLOW ROAD SCALE: 1" = 200' 11 PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT /
PROJECT SITE l_ " MIN, ABOYE PAD ELEV. FILL SLOPES.
TR. 30264-5 & 14 's � e 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
TR. 30264-14 PA ° 6"MIN.
' » --�-I- -1 AX.ARES 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
00* 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 RE
5M YARD SLOPES GREATER 20% MAX. SIN. DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
THAN 5 IN VERTICAL HEIGHT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
SECTION 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
55.00' 55.00' 55.00' MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
,�,� HIGH POINT ~o z PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411
MODEL TYPE 2x ,��•• PAD ELEVATION-0.13 6" -�'��' J J 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND
1A 1c � 1D z FINISH FLOOR SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING
LO . LOT NUMBER 9 v THE GRADING PHASE.
DEEE E PERPENED PLAN FOOTING 9. �� ELEVATION TYPE v _. ._ . .. • ._. . `. 2°l0 4. �
MIN. 2% MIN-
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 a ABOVE PAD ELEVATION ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES
s' MIN. FF=1070.17 PAD ELEVATION 3" OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK
PAD=1069.50 x 11" �= •� FILL DISPOSAL FLOW PREVENTION DEVICES PER THE U.P.C.
4 MI 2 SAND
55.00' 55.00' 55.00' 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
ti3 �
PAD GRADE BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF
LENGTH OF DEEPENED x ® �o�� o
FOOTING (D.F.) STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST
2A 2B 2C ENHANCED ELEVATION ER FOUNDATION CONSTRUCTION SEC"nON BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A
o PER PUN PROPERTY LINE REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE
a RETAINING WALL,
wi
NO SCALE PLACEMENT OF FILL.
'
E _ E WHEN REQUIRED, *
FOR SEPARATE PERMIT GFF=10s9.6� '•st *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 ;0z e AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
N- i ,oma' RIGHT-OF-WAY GRADING OPERATIONS.
55.00' 55.00' 55.00' eo.so' culla LEGEND 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
FS FINISH SURFACE F2] SHEET N0. 15, STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND
3A 3c 3D 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 UNE ELEVATION --- TRACT BOUNDARY REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND
FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
A
INV. INVERT
E IFINISH 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
P GFF GARAGE FINISH FLOOR ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH
L 1234.0 EXISTING CONTOURS RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE
"LE POINT . PAD 44 � FLOW UNE ELEVATION PROPOSED CONTOURS THE ADJACENT GROUND SHA I
ELEVATION-0.2 MIN. Q
57.00' 57.00' 57.00' PAF.L SED U $ LL BE GIVEN.
�� a s G.B. GRADE BREAK DEEPENED FOOTING 17, EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL
4A 4B 4D � STREET LIGHT ER ENHANCED REAR ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING
5 5' S' ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
kn LO FIRE HYDRANT
GARAGE GARAGE GARAGE PAD ELEVATION MIN. MIN. PAD ELEVATION MIN• ENHANCED SIDE
J TW TOP OF WALL SR RIGHT ELEVATION 18. 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 S ENHANCED SIDE
'� '� 2 DETAIL NUMBER LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
B a 3 SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
K
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A
PUBLIC RIGHT-OF-WAY.
NOTICE TO CONTRACTORS P/L 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
a x
BUILDING F Q 0 TP R I N TS Raw c co CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
SCALE 1 " = 50' 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.
O
TY?ICAL SIDE YARD DRAINAGE DEF qLL INDEMNIFY
REAL ALLEGED,WER AND THE ENGINEER HARMLESS FROM CONNECTION WITH THE PERFORMANCE OF Y 22• THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE
rTwi O�� 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 STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
F•F, ELEV, LENGTH ❑F OF THE OWNER OR ENGINEER.
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.
6' + EXTRA DEPTH FOOTING UNDERGROUND STRUCTURES
1 PER PLAN, MAX. EARTHWORK QUANTITY ESTIMATE NOTIFICATIONS OWNER/.QEVELOPEE L
PAD ELEV• ALL UNDERGROUND UTIUTIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS STANDARD PACIFIC HOMES
C�J'�' FALL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
o;• Ml�VAPPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: 255 EAST RINCON ST. S.200
12' MIN. EXCAVATION 700 C.Y. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND CORONA CA 92879
Underground Service Alert EMBANKMENT 700 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 951-372-8500
an IN, SUBSIDENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SQILS ENGINE LD05-222GR
TOLL FREE SHALL
EXPOSED PORTION QF;.. aE�pEti�T�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. BUILDING AND SAFETY
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 TYP. EXTRA DEPTH FOOTING PLAN 7o C.Y. 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 APPROVED:
Two woo 0AY3 now You ao N.T.S. TOTALS 0 700 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47 45 28 W 858-560-0380 FAX NAME DATE
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE 'ESSIO Hall & Foreman, Inc. RECOMMENDED BY: - DATE: Drawing No.
ro �►y J. T Engineering-Surveying.Planning•Landscape Architecture CITY OF TDEPARTMENT OF PUBLIC WORKS
CONTRACTOR RIVERSIDE COUNTY 600-62-69 1970 t o E'
Co.200 Ta
• HORIZONTAL Thrw W CkWo, Su
ft�� i l~ n�ra1, fZ W
BRASS DISC SET 1 EAST OF CONCRETE POST MARKER h = _
No. 961 ��0 Fac. $51 294- Ml
Q�
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD o HO. 21f14 ACCEPTED BY. DATE-.-' /7/041 PRECISE GRADING PLAN
INSPECTOR KS
FROM POST OFFICE AT TEMECULA 29' N.E. OF TIME AS SHOWN d �• �- � * PRE BY: DEPUTY DIRECRONALD J. TOR of PUBLIC WORKS AREA 2H PHASE 1
PAVED ROAD 5 N.W. OF TEL POLE NO. 6295, C.W.T. 3 �t l-/D �G '
VEIRTICA
S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 ` 7r �.'•
F � � ANTHONY TERICH DATE. TR. 30264-5 LOTS 1 -14
DATE COMPLETED ° cA��� R.C.E. No. 21914 EXP. DATE 6-30-o R.C.E. No. 19744 EXPIRES 9/301Q7 •ice SH T. 1 OF 3
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LD05-222GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK prEss� ,it
SCALE �� o .��� � Hall & Foreman, Inc. REcoMMENDED BY: DATE: �/�/� Drawing No.
E - - .Ste, -%m , � CITY OF TDEPARTMENT of PUBLIC WORKS
RIVERSIDE COUNTY 600-62-69 1970 t �► � � "� ��
CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER ���- "� o TM^' s"�'"o'"'w �'` �'` = T.w�..w., a• u�o
m No. 21914 x �"'• �� "�0° F'"`• �� X01 ACCEPTED BY: DATE:
STAMPED 68 RESET 2.9 MILES S.E. ALONG PA TMROAD AS SHOWN w EXP• 9-30-07 PREFAB BY: _ RONALD a PARKS PRECISE GRADING PLAN
INSPECTOR
0
FROM POST OFFICE AT TEMECULA 29 N.E. OF '� * l ID D �N DIRECTOR OF PUBLIC WORKS -
PAVED ROAD 5 N.W. OF TEL POLE NO. 6295, C-W-T- 3
+ �. . - TRACT 30264--5 LOTS 1 -7
S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 �► � `f�` J. TERICN DATE: '�•ice' - ' SH T. 2 OF 3
DATE COMPLETED CAL R.C.E.No. 21914 EXP. DATE 9-30-07 R•Q,E Ng 19744 CORES 9 j30/QZ _
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Underground Service Alert "Note: Lots 8--14 have been left 0.25' below the rough grade pad elevation
as shown on the approved rough grading plan forTr. 30264 to eliminate 20 0 10 20 40 80
Cd: TOLL FRU the need to excavate to the required subgrade condition for the house.
Therefore, for these lots the structural section shall be constructed
1-800 on the existing grade."
227-2600 1" = 20 '
G�HIC SCS LD05-222GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK ESS '` Ha11 & Foreman Inc. ! DrawingNo.
SCALEv�R 0 ,1 � RECOMMENDED BY: DATE: � ��1�
Engem-Surveying-Planning-La �re CITY OF T DEPARTMENT of PUBLIC WORKS
CONTRACTOR RIVERSIDE COUNTY 600-62--69 1970 �� �"s 4si3 �. n� ate. �.�, c.. �e
BRASS DISC SET 1 EAST OF CONCRETE POST MARKER HzMIT� ~ a
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD o NO. 21914 i �"'• �� r""• �� ° ACCEPTED BY: DATE: �7LO4
FROM POST OFFICE AT TEMECULA 29' N.E. of THE AS SHOWN : EV. 9-30-4" PREP B RONALD J. PARKS PRECISE GRADING PLAN
INSPECTOR PAVED ROAD 5' N.W. OF TEL. POLE N0. 6295, C.W.T. 3' VERMAL �y, � /-'�p�� DEPUTY DIRECTOR of PUBLIC WORKS ,•,
S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 ANTHONY J. TERICH DATE:
=• . • TRACT 30264-5, LOTS 8-14
DATE COMPLETED CAL�� •ice..
R.C.E.No. 21914 EXP. DATE 9-3Q-07 R.C.E.R.C.E, No. , 1,974,E EXPIRES 9/30%7 SHT. 3 OF 3