HomeMy WebLinkAboutTract Map 29798-3 Lot 23-38 Precise Grading CITY OFT M C LA
GRADING NOTES
PRECISE GRADING PLAN1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION
AND SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE
Ljj
F m WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION
Li.l ACTIVITIES.
F' T 979 r3=3 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%.
DRAINAGE SWALES 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 1/4" PER FOOT FOR
PROJECT SITE
A MINIMUM OF 3 FEET.
TR. 29798-3 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
TE 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
ti ----- --
v STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED
pR1VE SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS
a TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL
o p� M 44 ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY
- 3 REDHAWK PKWY '� o 42 THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL
rn- --_� M 45 65 COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP.
LO MA LINDA
y �E` 74 41 70 µ 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA,S
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
OAD 1 4� 73 0 40 `� 63 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
RAINBOW CANYON 0 2 7: 71 V 47 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
ROAD -7LEGEND 3 �, u GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
48
-13 REDHAWK PKWY 4 19 M i1 LOT NUMBER 123 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
� ��'
5 20 21 n �b J UNIT TYPE/ELEVATION 4BR 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY
vJ 17 a = SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING, INC DATED SEPTEMBER 20, 2001.
VICINITY MAP
WOLF VALLEY ROAD _ 14 51 FINISHED FLOOR '" -C)OOO.O TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS
� DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION
• 15 "� u THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
N o T e S e 14 PAD ELEVATION PAD"0000.0 PRELIMINARY SOILS REPORT.
53 57
5 GARAGE ELEVATION GF=O=.0
10 13 54 54 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION.
ixI' _-_. TOP OF CURB 0000.00 THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE
42' 44' 42 11 TC FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411.
0pm V� FLOW LINE 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION
76 AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY
I WOLF HIGH POINT HP DURING THE GRADING PHASE.
CREEK CHANNEL FINISHED GRADE FG 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING,
1 A 2A 3A -- _ - - - - - -- - - - WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF
r: `n U*) FINISHED SURFACE FS IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION.
*� SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS
TOP OF SLOPE TS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C.
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
GRADE BREAK GB BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF
NG TERNINDEX MAP TOP OF WALL TW M STP BE OCL EAR DR KEYED,CAND SBENOCHED INTO MICHFFIRM ILL SNATURAL OILTO BEEDFORHFULLRRAIN SUPPORT.
42' 44' 42' SCALE: 1" = 200' A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL
iiiiiiiiiiiiiiiiijillillillillillimI TOP OF FOOTING TF APPROVE PLACEMENT OF FILL.
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
INVERT ELEVATION IE ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
WATER SERVICE "J GRADING OPERATIONS.
1B .n 26 38 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
LO SEWER SERVICE
HIGH POINT 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS
A PAD ELEV. -0. MIN. FIRE HYDRANT (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL
_P4 Jl�L
DRIVEWAY SLOPES OVER 30' IN VERTICAL HEIGHT.
•e ? 1K ? 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION
42 SLOPE (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO
42' a i 44' ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
�� �� BACKWATER VALVES BW GROUND SHALL BE GIVEN.
I � B 5 5 B m C 50 C ENHANCED BLDG. ELEVATIONS 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS
MIN N) MIN MIN �) MI OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE
RIGHT SIDE OF LOT ® OUTLINED
04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE
PAD PAD LEFT SIDE OF LOT (32) NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
1 C '�? 2C to 3C LO FF M z FF � REAR 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON.
16' K m NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
r .� 16 INDICATES EXTRA x of
MIN. MIN. DEPTH FOOTING O 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
z COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
" o z _ RETAINING WALL 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A
fi MIN. PUBLIC RIGHT-OF-WAY.
MUDS I LL �ox
�• 10x�X
IN GARAGE AREAS 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT
BUILDING FOOTPRINTS SILL IS 6" MIN R W AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS
GARAGE FLOOR. '. T ABOVE GARAGE DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL
SCALE 1 = 30 -= T FLOOR SLAB BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TYPICAL SIDE YARD-DRAINAGE NOTICE TO CONTRACTORS
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE
12" MIN. ABOVE PAD ELEV. GARAGE DETAIL DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
ROUND OFF TOP OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. N
P/L R DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY
5' 6" MIN. 5' MIN. 5' MIN. 6" MIN. 5' MIN. P/L AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
3' MIN. 1 ' 1 ' 3' MIN.m' 3' MIN. 1 ' WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
PAD ELEV "SILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. OF THE OWNER OR ENGINEER.
PER PLAN FG FG
• �- SECT ION A_7A1
LNUERQUUND13TRUCTURF
FOR REAR YARD SLOPES GREATER 12" MIN. It 12" MIN.PAD ELEV '
THAN 5 IN VERTICAL HEIGHT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
PER PLAN " " 16" AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2
2% MIN. 2: 1 MAX. 6 TYP. 2% MIN. 12 MIN. MIN. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION:
20% MAX. MIN• 20% MAX. 2% MIN. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND
Underground Service Alert SECTION 13-B 20% MAX. 5EQTIQU _Q-
Q TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411
OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT
INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600
Cat TOLL FREE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE
DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OC BEARINtf%oz)
1-800 ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE
227-2fi00 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD
mrro� m" e�+olE you mo
CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"W LD04- 276GR
BENCHMARK rLANNIN[1 ■ OESION ■ CON8TRUCTION r '
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D B %FESS jp n
SCALE �R �./ RECOMMENDED BY: DATE: l Drawing No.
® CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS �-
RIVERSIDE COUNTY 600-62-69 1970 �`� K. �• lr �^ ���.MXM 4W
CONTRACTOR HORIZONTAL •``' vy' �i f ' ' ' 4,c�F�A 0�46M
BRASS DISC SET 1 EAST OF CONCRETE POST MARKER i �� C O N S U LTI N® vaMAM • FAX 9M.67a.7240 - www%F.carl ACCEPTED BY: DATE: �Z t
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD ;; No.430,80 �, DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN
FROM POST OFFICE AT TEMECULA 29 N.E. OF THE PREPA BY
INSPECTOR AS SHOWN Ew. 3/31�Oa RONALD J. PARKS TRACT 29798-3 LOTS 23--38
PAVED ROAD 5 N.W. OF TEL POLE NO. 6293, C.W.T. 3 s Z to
VERTICAL r 1 Y t� ��
S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 �lF o `lFo� MICHAEL LMAN •:.{ ;-.• PHASE 2 & 3 sHT. 1 of
DATE COMPLETED F CA R.C.E.No. 43090 Exp. 3/31/os R.C.E. No. 19744 EXPIRES 9/30105 ,
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UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE l�OrLAMMINgI ■ DE$IQN ■ CpN$TRUCTIQN
�ESS1��./ RECOMMENDED BY: DATE: ! DrawingNo.
o A. !
CITY O TEMECULA DEPARTMENT OF PUBLIC WORKS
a SEE SHEET NO. 1 ��`� ��E` t�! �� r>M�z MOD BUM 400
��� �y HORIZONTAL � v f a+ A,CAI�A 4 �Q
C�1.�.. I�LL � ft" C O N S U LTI N Q 9NAMM ■ FAX X00.4'74.7240 • ww RW.00m ACCEPTED BY: DATE: �•�
_ _ 7- AS SHOWN 2
� �°•4300 ft P EPA D 8Y: DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE G RAD I N G P LAN
26M Exp. 3/31/05 RONALD J. PARKS
VERnCAL r'l Cl r 1� o��` TRACT No. 29798--3, LOTS 23---38
m DAYS BEFM YOU DIG or C kv R.C.E.No, 430!0 EXP. 3/31/06 R.C.E. No. 19744 EXPIRES 9/30/05 PHASE 2 & 3 S HT. 2 OF 2