HomeMy WebLinkAboutTract Map 29798-8 Lot 10-15, 29-40 Precise Grading GRADING NOTCITY OF TEMECULA
1. ALL GRADING SHALL CONFORM TO THE 1998 CALIF. BUILDING CODE, APPENDIX CHAPTER
339 AS AMENDED BY ORDINANCE 99-23.
U
WPRECIS RA IN PLAN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X DRAINAGE SWALES
Lv SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM TOP
�. OF CUT OR FILL SLOPES.
PROJECT SITE rR. 29798 8 LOTS 10 151
29 40 3. MAXIMUM CUT AND FILL SLOPE = 2:1.
TR. 29798-8 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL
SLOPES OVER 5' HIGH.
T'9T 5. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A COMPETENT SOIL
j ly ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERTY PLACED AND WHO
v
v �9 SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S DEPARTMENT
M M OF PUBLIC WORKS A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
-o REDHAWK PKWY I ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE
BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION
LOMA LIND
OF CUT AND FILL SLOPES.
ROAD 4 s 1� 7. PROVIDE ESBROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS ALONG TOP OF
RAINBOW CANYON �• ,, CUT SLOP .
ROAD
REDHAWK PKWY � I 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE
-p FOOT.
T
`,.,I ET 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
SUPLIMENTAL GEOTECHNICAL INVESTIGATION BY PETRA. DATED JUNE 25, 2003. TWO
SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE DEPARTMENT OF
WOLF VALLEY ROAD w 1 PUBLIC WORKS WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
VICINITY MAP
� CERTIFICATION THAT GRADING HAS BEEN
N.T.S. !r DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS
REPORT.
40.0 ' 40.0 40.0 ' 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS
I INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
SHEET 2 o z EACH LOT. PHONE (909) 694-6411
J -j
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES
EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS
.�-�`� OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
1 A 0 1 B 0 1 C 0 2 -��`'Q ` ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL
FINISH FLOOR .,
U 5' MIN. 9" Q OF FINAL INSPECTION.
HIGH POINT = , _ o- �.: 297 MIN � 2% MIN' 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
MODEL TYPE ,��.• PAD ELEVATION-7.13.
CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS MATERIAL.
VIII=lilil II 111111
ARAGE GARAGEARA .n i LOT NUMBER � 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE
ELEVATION TYPE 8 CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
DEEPENED FOOTING FILL DISPOSAL PREPARATION SHALL BE APPROVED BY A SOIL ENGINEER PRIOR TO PLACEMENT OF FILL
PER PLAN FINISH FLOOR ELEVATION INDEX MAP 2 SAND
3 5 MATERIAL.
3CR 8 ABOVE PAD ELEVATION 1� _ � PAD GRADE
' s' MIN. FF=1777.17 PAD ELEVATION 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
PAD=1069.50 DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO
4' M11 4. " GARAGE FLOOR ELEVATION FOUNDATION CONSTRUCTION SECTION PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
LENGTH OF DEEPENED x ® OW069.67 �d►b N.T.S. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
FOOTING (D.F.) _ *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS*
ENHANCED ELEVATION 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION.
p PER PLAN PROPERTY LINE ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY
2A � 2B U 2C Lo DRAINAGE AND PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING
� RETAINING WALL, LEGEND GRADING OPERATIONS.
WHEN REQUIRED, i r
BY SEPARATE PERMIT r F.S. FINISH SURFACE Q SHEET N0.
17, STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1.5)
_ = T.C. PAD ELEVATION SHALL BE SUBMITTED BY A SOIL ENGINEER TO THE DEPARTMENT OF PUBLIC WORKS FOR
RIGHT-OF-WAY F.L. FLOW LINE ELEVATION --- TRACT BOUNDARY CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
60.50' INV. INVERT 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD
cuRe F DAYLIGHT LINE ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT
F.F. FINISH FLOOR
40. 0' 40. 40. 0G.F. GARAGE FLOOR RETAINING WALL TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT
29 TYPICAL LOT EXISTING CONTOURS GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND
N.T.S. 1234.0 SURFACE DRAIN SHALL BE GIVEN.
F.L FLOW LINE ELEVATION PROPOSED CONTOURS
DETAIL NUMBER 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT
G.B. GRADE BREAK 3 SHEET DETAIL SHOWN AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN
PL STREET LIGHT VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED
3A 3B 3C ENHANCED REAR
MIN. 5' MIN. ER TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON �
LO maQ ELEVATIONCOMBINATIONS 15' ON CENTERS. SLOPES OVER 4'
W FIRE HYDRANT CENTERS, TREES. 20 ON CENTER;,
co (D ENHANCED SIDE IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
3' MIN. 2' MIN. 2' MIN. 3' MIN. T.W. TOP OF WALL SR RIGHT ELEVATION PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. s
T.F. TOP OF FOOTING ENHANCED SIDE ESL EXTERIOR WALLS AT NOT LESS THAN LEFT ELEVATION 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL
" PER FOOT FOR A MINIMUM OF 3 FEET.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
N TI TO - CONTRACTORS
BUILDING FOOTPRINTS LOWER PAD UPPER PAD22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
SCALE 1 - 30 JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY
MSN• OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
y 2�° AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
19 M��! ,Z1°lo M DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
FOOTING TO BE DEEPENE-D...
M'�k T AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
F.F. ELEV.
_ SLOPE VARIES 2:1 MAX. WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
�� .. p OF THE OWNER OR ENGINEER, FOR REVIEW AND APPROVAL m
VARIES, 6" MIN. To ODk • 20 O• TYP. SWALE SECTION 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR g�
6" + EXTRA DEPTH FOOTING N.T.S.
1 PER PLAN, MAX. LENGTH OF PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING r7s
PAD ELEV. DEEPENED FOOTING (D.F.) THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACT'S. THE
2 2 0 ,2 MIN. UNDERGROUNDEARTHWORKQUANTITY ESTIMATENOTIFICATIONSCLEARANCES
R-ROMTHESE
AGENCIES
RPRIOR NTSOIBLAENNY
SITE BDTIASITNUINRGBATNHCEESAOR
.
�
• CVT FILL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2
NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING EXCAVATION 450 CY 450 CY APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION:
SHALL BE FORMED. EMBANKMENT PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND
Underground Service Alert TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411
TYp. EXTRA DEPTH FOOTING PLAN SUBSIDENCE 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
C ft TOLL FREE N.T.S. SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE p
IMPORT EXPORT Q 0 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF B EARINGS
1-800 ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE LD04-246GR
227-2600 TOTALS 450 CY 450 CY CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD
CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47.45'28"W LD04-114GR �•
Two 1011191 Ws 11117= You av
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK e E3310 JW,Hall & Foreman, Inc. RECOMMENDED BY: DATE:Sc CITY OF TDPARn"T OF PUBLIC WORKS
0/13/ FWD REV. PAD F.F. ELEV do SWALE //102-5 O Engineering-Surveying-Planning Landscape Archlte�ture
RIVERSIDE COUNTY BIXa---62-a9 1970 T� ��'' ��3 Na.. n� o�I�. T.�..�., c.. s�o �
CONTRACTOR ELEV. LOT 36f-,REV SWALE LOC BRASS DISC SET V EAST OF CONCRETE POST MARKER /c zG
T 37 STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD o "a 11� ft M n`-cm F1°`-M M-0°" ACCEPTED BY: DATE: PRECISE GRADING PLAN
LOT 15 � Lo As SHOWN W �- ♦� � PREPARED BY:
FROM POST OFFICE AT TEMECULA 29' N.E. OF THE RONALD a PARKS
INSPECTOR � r r ::
PAVED ROAD 5 N.W. of TEL. POLE No. 6295, c.w.T. �' DEPUTY DIRECTOR OF PUBLIC WORKS�► t � TRACT 29798-8
S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 V. ' ► D W- DOERGES
c��� R.C.E. yam. 16126 EXP. s- R.C. 19744 EXPIRES �/30� "ice'• AREA 113, PHASE 1 , LOTS 10-159 29-40 SH T. 1 OF 3 a a
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LD04--246GR
UNDEROMM SONICE ALM DATE BY REVISIONS DATE ACC'D BENCHMARK E3310 Hall & Foreman, Inc. RECOMMENDED BY: DATE: Drawing No.
10-13- F.W.D. 1 REVISE PAD, F.F. ELEV., SWALE ELEV. LOT 36, REV. SEE SHEET NO. 1 SCALE Engineering.Sum-ging-Planning-Landscape Architecture CITY O E T E M E C u LA DEPARTMENT OF PUBLIC WORKS
CAU,; TM F SWALE LOCATION LOT 15 IC 37 4X13 Odge Pwk Orkv Tmemd% ea. MW
ACCEPTED BY: DATE
AS SHOWN OW. 0-30-05
I-eDO-227-2600 PREPARED BY: RONALD J. PARKS PRECISE GRADING PLAN
DEPUTY DIRECTOR OF PUBLIC WORKS
VEITMAL
FRED W. DOE L3 TRACT No, 29798-8, LOTS 10-15 & 33-38
WF
OM YOU In i C R.C.Lft. 16526 EXP. 6/30/05 R.C.E. No. 19744 EXPIRES 9/30/05 SHT. 2 OF 3
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UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK � �
SCALE QROFEip Hall & Foreman, Inc. RECOMMENDED BY: DATE: Drown No. ,
p SEE SHEET N0. 1 moi. !, Engineering-Surveying-Planning.Landscape ArGhitedum
CITY OF T DEPARTMENT OF PUBLIC WORKS
CALI TOIL F 4=+3 MOV ftk 9" I...% c& Ma
o Ma t ee� z n� gar �s-frrver� ACCEPTED BY: DATE:
1— 0 -"►-2®00 SHS - �- ,� PREPARED BY' RONALD J. PARKS PRECISE GRADING P
`e �� w DEPUTY DIRECTOR OF PUBLIC WORKS �c
V°R"`'AL ''� W. �in • al
TRACT No. 29798-8, LOTS 29-32 39 & 40
of `�F f� {�. �
TwO QKYS BEFORE YW DIG �� RrC LbhL 11=11 EV. G/BD/W R.C.E. No. 19744 EXPIRES 9/30/05 SHT. 3 OF 3 11