HomeMy WebLinkAboutLot 14-17 Precise Grading GENERAL GRADING NOTES
IN THE CITY OF TEMECULA, CALIFORNIA WORK TO BE DONE
1. ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE* APPENDIXPRECISE GRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA
STANDARDS AND SPECIFICATIONS+ AND THE LATEST EDITION OF THE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE a 1%. _ ' STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED TRACT N0 . 23371 10 L0T N0 . 14 - 17, N0RTHWIND PHASE 5 BOOK ).
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PRIVATE ENGINEER'S NOTE TO CONTRACTOR
3. MAXIMUM CUT AND FILL SLOPE - 2:1 .
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
4. PROVIDE 5' NIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
FILL SLOPES OVER 5' HIGH. THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
PUBLIC IS EDCONTRACTORS
DC
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT w\ w
Fes` SHALL COMPLYOWITHTHE OCCUPATIONAL SAFETY AND HEALTH TH
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY C \'�� REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL SES CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
FILLS OVER 1 ' DEEP. �.� SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
TRACT N0. 23371- 10 � 7t�r�,L'T J�� � ���� � '" � � WNTHANY
SAWAY
REGULAT I CONTRACTORS
CORDERSND SUBCONTRACTORS COMPLIANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 00 {�� 7
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR111111111111111111111111000000000* 6 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO5 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
LINE. GRADE+ ELEVATION AND LOCATION OF CUT FILL SLOPES. 3 COURSE OF CONSTRUCTION OF THIS PROJECT* INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY* THAT THIS REQUIREMENT SHALL APPLY
7, PROVIDE A BROW DITCH+ DESIGNED TO HANDLE 100YR 0 STORM FLOWS+ 262 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS* AND
ALONG TOP OF CUT SLOPES. 1 THAT THE CONTRACTOR SHALL DEFEND+ INDEMNIFY AND HOLD THE
J OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
8. FINAL COMPACTION REPORT WILL BE REOUIRED FOR ALL FILLS GREATER 2 - LIABILITY, REAL OR ALLEGED* IN CONNECTION WITH THE
THAN ONE FOOT. 3 � ` PERFORMANCE � W� OPROJECT,
EXCEPTION
FOR
LL[TY
E
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS of 5 s} 10
9 JNDEX MAP,THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 6 12 "= _- RISINGFROM THE NEGLIGENCEOFTHEOWNERORENGNEER
THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
JANUARY 30+ 1998 AND AS GRADED REPORT OF FINE GRADING AND EROSION 1 100 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
REPAIR DATED NOVEMBER 2+ 1998. TWO SETS OF THE FINAL COMPACTION A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH - ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 813 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 25 14 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
OF THE PRELIMINARY SOILS REPORT. 22 24 30 EXCAVATION ALL YTONDETERMINE IRRIGATION
THECOMPANIES
LOCATIONS I ONSIOR TOFWORK
ALL LINES
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 27 9 21 23 29 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AND FOR ANY
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 20 DAMAGE OR PROTECTION TO THESE LINES*
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
PERMIT FINAL INSPECTION FOR EACH LOT, 10 2s
PHONE: (909) 694-6411 19 22 23 24 LEGEND
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 11 2D 21
19 25 31 TOP OF WALL
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 1 TW
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 15 16 17 1B � 27 32
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 12 BOTTOM OF WALL................................................................................ BW
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 33 TOP OF CURB ELEVATION
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SITE 13PAD ELEVATION .................................................................................. PE
BEEN CLEARED OF WEEDS+ DEBRIS* TOPSOIL. AND OTHER DELETERIOUS 34
TRACT NO ., 29033 FINISHED FLOOR ELEVATION .--•.........-..-..•-..............-
.............................. FF
MATERIAL.
5:+.}
I
F NISED GRADE ELEVATION H RA N ........................................................•-----....
FIG
IO
13• I F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL I S TO BE PLACED+ $} HIGH POINT
,.:::..:.. ••-••••-••---••••...................................................................•-•- HP
THE TERRAIN MUST BE CLEARED+ KEYED. AND BENCHED INTO FIRM NATURAL 56 49 .4B 3
':':...::::: .i:::....�..T..
:::::::::::::::::.::::::.::::::.: ...........r.........................................................•....•...•.....
PP T. PREPARATION SHALL BE APPROVED BY A TOP SLOPE ITS
SOIL FOR FULL S U OR E ;;:<:. .a>
4b
..:: 1 1 45
PR R T O PLACEMENT�E ME N T OF FILL MATERIAL* �:.??>.:�::>:>�:::<::>::>:..:...:.:::::::::::.::::..:.:::.:. .: :::.:::.:::: :::...�.,::::.: .:,.::...,.::.
REGISTERED ENGINEER I 0 L .::}::.?
52
FLOW LINE L
:::::•::::::i:::.
54 3
43
14 DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION t0 OF
::,..........
TOP 0F GRATE ELEVATION . . . . TG 3b
PERMANENT DRAINAGE STRUCTURES* TEMPORARY DRAINAGE CONTROL SHOULD
.. ...:::
40
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT f GARAGE FIN.SH FLOOR ELEVATION.......................................................... GF
PROPERTIES.
EXISTING ELEVATION ........ ............................................................... (91.70)
37
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO STREET LIGHT ................................................................................. �- -
FUNCT I ON. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES 33 DIRECTION OF DRAINAGE FLOW ..........6................................... ___
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING GRADING OPERATIONS. ExI ST 1 NO MDE31 L9 HOME PARK RETAINING WALL (BY SEPARATE PERMIT) ................................17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-- 39 APPROXIMATE LOCATION OF ELECTRIC METER
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE SEWER LATERAL LOCATION ••-.•.•.•••••••.•.•••••••••••.••••.•••.••.•••..•+•.--•••••..••-•••-
s
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
VERTICAL HEIGHT. WATER LATERAL AND WATER METER LOCATION
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING b z a Q, ELECTRICAL TRANSFORMER ....................................................................
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE '��` TEMECULA POWER LINE AND HANDHOLES D
Z 0- = 4y NAY
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN = w = o �.�` �, -� 51 ••• ••• •�••Y �••••••'••••
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE I S REQU I RED. THE o LOT ~ 0 �� SITE 5 TELEPHONE SERVICE ............................................................................
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Cr LINE M ~� �` GRATE............................................................................................... ❑
� 3' MIN. �� �,� 9°o TRACT NO. 23371--9
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA a z 5 MIN. ,,, W F� 59 AIR VALVE.........................................................................................
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. C ~"" ~
.,,�- �'
SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. " �0 z` ' ''' �� TELEVISION PLATFORM
ir
SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION o u "� BACKWATER VALVE a
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES+ 20' ON AX, CALiFO ., 1A '
CENTERS COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' [N VERTICAL 27- � 21�• � � AIR CONDITIONER LOCATION..................................................................
-~- .` TRACT �l� r
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEi4S WITH BACKFLOW 2 r T '�q G L5 COURSE GRADING TOLERANCE NOTE
PREVENTION DEVICES PER U.P.C. • CHAPTER 10.R. MAX.
61 23371
LOT FG,
RAN ° Mfr Tf�r�L'T I�1O ,, 2.�.�� 1 `` ) 5 GRADING SHALL BE DONE W I TH A TOLERANCE OF O. I ' OF THE GRADES AND
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT GRADED 6 MIN•--� �,� ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
LESS THAN �4 PER FOOT FOR A MINIMUM OF 3 FEET. LOT FG. �5 O 62 ` CONSTRUCTED WITHIN 0.5 OF THE LOCATION SHOWN ON THESE PLANS.
IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BEtoI\ TEMECULA RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
PERMITTED.
� "'T•s"
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD NOT TO SCALE 63 ESTIMATED EARTHWORK QUANTITIES
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
23, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE EGVICINITY MAP 64 NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE BACK OF SDWLK LAN PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION,
UPON REQUEST+ THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY �� _ _ 65 NO. LOTS CY/LOT TOTAL
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL•
TC LAN 15 60
PER PLAN �� + r + 1/. MIN. OPTIONAL 66
• : ��� 1 P 67
CURB - • .,�• LAN
FF-100.0 3 INDICATES LOT NUMBER
• I PE=99.3 2 FF=100.0 INDICATES FINISHED FLOOR ELEV.
I FF=100.0 PE=99.3
:3 -1 10' (TYP) 1 PE 99.3 3 INDICATES PAD ELEV. 69
• . LAN 12.0 TES BUILDING TYPE
MAX
• FS - ._...
' F FIG
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LAN LAN
TC r -M N• 5' MIN. 3' MIN. • i b LI 10'MIN (TYP) MIGHT OF WAY
1/. MIN. LA
DIG ALERT
PER PLAN "'" �' �"�
. LFIG AN DEEPENED FOOTING M. ':.•
1Z3 AS REQUIRED.
Q •""" UTILITY SERVICE POINT N EXIST. CURB AND GUTTER
� CAUTION:
LID 00- 6
BEFORE TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS
YOU DIGI EXACT LOCATION OF EXISTING
i�i� RICK ENGR'M��� COMPAW
1400-227-2600 UNDERGROUND FACILITIES IS NOT TO SCALE NOT TO SCALE Imr'mm"IlWANEW�
sulte 100
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Vmmmm Rive30voreldeo
o Av.rxM
tcf..
Callat least 2 working days prior to excavating. VERIFY IN FIELD. ■►`�� ca corn a 92507 (20) 76:-0701
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Designed by Drawn by Checked by
okc RECOMMENDED BY: DATE: Drawing No.
,� 00
CH EH/EMR EH EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
COUNTY OF R I VERS I DE B.M. T-29-81 Nd E� �yc
-1/ AS DISK I N CONCRETE CYLINDER Horizontal 3P� Plans Prepared Under Supervision Of
Contractor 2 2 BRASS W ACCEPTED BY: DATES .51-8100
I N THE N.W. CORNER OF THE INTERSECTION �•4650
OF RANCHO CALIFORNIA RD. WITH MARGARITA 1'=100' Exp.6-30-03 PRECISE GRADING PLANS
Inspector
RD. 1.0'
fNoSNUMBER)7.9,'CNORTHEOFETHEOCEINTER Date
S a RONALD J. PARKS
p LINE of RANCHO CALIFORNIA RD. OF FIBERGLASS Vertical � � EDWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 23371- 10P LOT NOS. 14-17 �
WITNESS POST 1.0' WEST OF MONUMENT. CIV
CIV
Date Cmp It'd N/A rF OF 0010 R.C.E. No. 46804 Expires 6-30-03 19744 9-30.01 ���yr, c N 0 R T H W I N D PHASE 5 Sheet 1 of 2
ELEVATION+ 1126.4 10 (ADJ. 9-13-82)
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DI G ALERT
CALL CAUTION:
BEFORE LD C)0-063 GR
YOU DIG! EXACT LOCATION OF EXISTING .
1-800-227--2600 UNDERGROUND FACILITIES IS SCALES 1'= 20' i►i�► RICKE0 Chi CO
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
�'I���` 3oso Chicago Avow
''SEN■ suit*iva 100 a.,
Ca llat least 2 working days prior to excavating, VERIFY IN FIELD. 20 0 20 40 `'��� ca I torn a rm? nom) 782-0?07
DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by
CONSTRUCTION RECORD SCALE pRoF'ESS1Drawing No,
ACHE � EMR EH/JAW EMR RECOMMENDED BY: DATE: �Z �
M L CITY OF T DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal oP �.46e04 P pared Under Supervision Of S o0
SEE SHEET NO. 1 1'- 20' W z � � ACCEPTED BY: DATE= .,5/9
PRECISE GRADING PLANS
Date RONALD J. PARKS "'
Inspector DWARD MICHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS " .+.+
Vertical C1Y1` ,' _ TRACT NO. 23371-10, LOT NOS, 14- 17,
Date Cmp tt d N/A F or CA%'%j R.C.E. No. 46804 Expires 6-30-03 R.C.E. No. 19T44 Expires 9-30-01 ~•,, 1 PHASE 5, NORTHWIND Sheet 2 of 2 1
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PLOT DATES 25-APA-2000 A 13212