HomeMy WebLinkAboutTract Map 29798-8 Lot 1-9, 16-23 Precise Grading ITY OFT M GRADING NOTES
d 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIF. BUILDING CODE, APPENDIX CHAPTER
339 AS AMENDED BY ORDINANCE 99-23.
AIN PU AN W 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE Ix DRAINAGE SWALES
ME
SHALL BE A MINIMUM OF 0.20 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 FROM TOP
tiJ OF CUT OR FILL SLOPES.
979 OT 1 =09 ' 161111111 3 3. MAXIMUM CUT AND FILL SLOPE = 2.1.
PROJECT SITE y _ �� 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL
TR. 29798-8 SLOPES OVER 5' HIGH.
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4
T,q
Z2.3 2 45 44 1 5. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OFA T SOIL
'C ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERTY PLACED AND WHO
25 48 • SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
J 21 26 WS TERED 6. A REGISCIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA S DEPARTMENT
OF PUBLIC WORKS A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
3 ACCORDANCE HATH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE
-o REDHAWK PKWY 20 27 O BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION
43 OF CUT AND FILL SLOPES.
0 2s 42
LO MA LIND D •� �� 41 PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR STORM FLOWS ALONG
� OAD � G zs s �� 7' CUT SLOPES.
Q TOP of
RAIN BOW ANY �� a r
CANYON N G1 6 m 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE
ROAD p }� 30 40 < FOOT.
-0 REDHAWK PKWY 7,
31 39 10 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
PRELIMINARY GEOTECHNICAL STUDY BY PACIFIC ENGINEERING, INC. DATED SEPTEMBER, 20
5 32 DE2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
9' PARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE FOUNDATION DESIGN
VICINITY MAP
WOLF VALLEY ROAD 14 33 1 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
10 w CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
N.T.S. -d 37 O Z
34 J J 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24
11 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS
42.00' 42.00' 42.00' 35 36 2" ,��� INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
12 I " FINISH FLOOR EACH LOT. PHONE (909) 694--6411
ROAD 9
NIGHT NGALE • - -- _ : -. - " 2% MIN. k 2% MIN' 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' NV VERTICAL HEIGHT AND FILL SLOPES
" EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED HATH GRASS
=III OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL
w ^ 8" OF FINAL INSPECTION.
■I
o N Ci S' MIN. FILL DISPOSAL
N n HCH 2" SAND "_- _ 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
PAD ELEVATION-0.1 ' �: CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL
GARAGE GARAGE GARAGE MODEL TYPE PAD GRADE
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= LOT NUMBER 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE
DEEPENED FOOTING ELEVATION TYPE INDEX MAP PRP ' KEYED,
AND BENCHED LFOR FULL CET
PER PLAN SCALE: 1 200' PREPARATION SHAAPPROVED BY A SOIL ENGINEER PRIOR TO PLACEMENT OF FML
MATERIAL
35 nNisH FUM ELATION NO SCALE
3CR 8 �� PAD ELEVATION * * 14. DURING ROUGH GRADING OPERATIONS AND PRIOR 1'O CONSTRUCTION OF PERMANENT
40.00' 40.00' 40.00' S MIN. FF=1070.17 PAD ELEVATION FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO
PAD=1069.50 PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
4' M11 4. x GARAGE FLOOR ELEVATION
w
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15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
LENGTH OF DEEPENED
F0NG x , 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION,
ENHANCED ELEVATION ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY
to 0 0 PER PLAN PROPERTY LINE DRAINAGE AND PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING
oO a;
LO to �, RETAINING wALI., LEGEND
WHEN REQUIRED,
GARI^An IGARA
BY SEPARATE PERMIT F.S. FINISH SURFACE SHEET NO.
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1.5)
Q
SHALL BE SUBMITTED BY A SOIL ENGINEER TO THE DEPARTMENT OF PUBLIC WORKS FOR
= T.C. TOP OF CURB 000•DPAD ELEVATION CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
V-� RIGHT-of-WAY F.L. FLOW LINE ELEVATION -- - TRACT BOUNDARY
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD
42.00' 42.00' 42.00' 60'50 CURB INV. INVERT C DAYLIGHT LINE ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT
F.F. FINISH FLOOR F RETAINING WALL TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT
T G.F. GARAGE FLOOR GROUND
SHALL BE aRFFAACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND
N.T.S. 1234.0 SURFACE DRAIN EXISTING CONTOURS
F.L FLOW UNE ELEVATION PROPOSED CONTOURS 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT
2 DETAIL NUMBER AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN
G.B. GRADE BREAK 3 SHEET DETAIL SHOWN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED
w
1A LO 1B to 1C PL TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON
Tei ' MIN. 5' MIN. STREET LIGHT ER ENHANCED REAR CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4'
r• n 4H FIRE HYDRANT ELEVATION IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
3' MIN. 2' MIN. 2' MIN. 3' MIN. ENHANCED SIDE PREVENTION DEVICES PER U.P.C., CHAPTER 10.r.
EgoT.W. TOP OF WALL RIGHT ELEVATION Ch
[GARAGE GARAGE iGARAGE T.F. TOP OF FOOTING ENHANCED SIDE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN39
LEFT ELEVATION No PER FOOT FOR A MINIMUM OF 3 FEET. N
a
m
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
BUILDING FOOTPRINTS UPPER PAD NOTICE TO CONTRACTORS 22. ALL PROPERTY CORNERS SHALL 13E CLEARLY DEUNEATED IN THE FIELD PRIOR TO
LOWER PAD COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
SCALE 1 = 30 INCLUDING SAFETY C>
x JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, 23• APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
�D 11►1N• OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
,�jH Z N,p,X• AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
1 DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY m
FOOTING TO BE DEEPENED 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 FOR REVIEW AND APPROVAL g
VARIES, 6" MIN. TO O� 20 O� TYP. SWALE SECTION OF THE OWNER OR ENGINEER. 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF IEMECULA DOES NOT IMPLY OR m
fi" + EXTRA DEPTH FOOTING OF '
N.T.S.
PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING Q
PER PLAN, MAX. LENGTH OF THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. THE
PAD ELEV. ? DEEPENED FOOTING (D.F.) CONTRACTOR/OWNER/bEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
EARTHWORK QUANTITY ESTI MATE12" MIN. UNDERGROUND STRUCTURES CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 5?NOTIFICATIONS
CUT FILL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR 01HERS
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 425 C.Y. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: o
PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND '
Underground Service Alert SHALL BE FORMED. EMBANKMENT 425 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411 �
TVP. EXTRA DEPTH FOOTING PLAN
SUBSIDENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT Q
INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATAT VARIANCE WITH THAT
Ca TOLL FRS N.T.S. SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE UNDERGROUND SERVICE ALERT: 1(800) 227-2000
1....800 IMPORT/EXPORT DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS o t
ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE
227--2600 TOTALS 425 C.Y. 425 C.Y. CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTIEs THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD t
CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N4T45'28*W
LD 0 251 G
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK OrESS� ■■■�Hall & Foreman Inc. IF DrawingNo.
SCALE o eR ° � ■■ RECOMMENDED BY. DATE: / CITY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS
CONTRACTOR RIVERSIDE COUNTY 500--62-fig 1970 Engineering-Surveying-Planning-Landscape Architecture
BRASS DISC SET 1 EAST OF CONCRETE POST MARKER HORIZONTAL r. z� 43513 rte. Park orrw r«r»aulo, ca. 920 2
. / qv�
h N0. IN" = F%n. 951 676-67" Fax. 951 699-W96 ACCEPTED BY: DATE: PRECISE GRADING PLAN
lc
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN w ExP. � �
' a--3o--os � PREPARED BY: RONALD J. PARKS
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. 30
vERTIc � �~ _�¢ . . TRA $
S.W. OF 36CONCRETE STANDPIPE. ELEV. 1039.378 AL 'r� �v�� o FRED W. DOERGES DATE: .• '• •. CT 29798 $ �g
DATE COMPLETED °F cA�`� R.C.E. No. 1652 EXP. DATE 6-30-0 R.C.E. No. 19744 EXPIRES 9/30/05 ' { AREA 113, PHASE 2, LOTS 1 --9, 16-23 SHT. 1 OF 2 0 0
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o' 20' 40' 60' 80'
SCALE: 199 = 20'
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1063 `�' y p 3 N _ 4 �/ /� 0
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/ 63 4n 190 - 49.69 - 60.09 AD
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MIN. 1 - : _ 1%MIN. � 17 MIN. 1% MIN 1 - -
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o o� N � `D 8'37' F.S• 41 � F.G. = 1064.13 N.. 106 0.5 0.6 -
1065.03
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LD04-251 GR
UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK SCA IV EN 00 My Hall & Foreman, Inc. RECOMMENDED BY: DAT : o
Drawing No. g
LE o N�� E �3 DEPARTMENT OF PUBLIC WORKS w
�. Engineering Surveying Planning Landscape Architecture CITY OF T
a SEE SHEET N0. 1 � � n9� �9- Yin9• 9- Pe �o
CALL: TOLL FREE HORIZONTAL 0 43513 Ridge Park Driw Temtcuia, Co. 92590
NO. 16526 7- Phn. 951 676--6725 Fax. 951 699-0896 ACCEPTED BY: DATE: �z o4 PRECISE GRADING PAS SHOWN W EXP. 6-30-05 �, PREPAR RONALD J. PARKS
1-8C0 227-2604 � � ED BY. EV
DEPUTY DIRECTOR OF PUBLIC WORKS �.• ...:�: � TRACT No. 29798-8 Z�
VERTICAL 7 �, �
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R.C.E.No. 16526 EXP. 6/30/05 R.C.E. N0.1 9744 r`�•i, AREA 1 B, PHASE 2, LOTS 1 -9 & 18-23 '-w
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