HomeMy WebLinkAboutLot 1-15, 60-64 - Precise Grading IN THE CITY OF TEMECULA, CALIFC RNIA �
GENERAL GRADING NOTES WORK TO BE DONE
ADIN LAN THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BL DONE
1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE, APPENDIX ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA
CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. TRACT NO . 23371 - 8 , LOT NOS . 1 - 15 AND 60 - 64, NORTHWIND PHASE 7A & 7B STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED 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 . S ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
A' r h r OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
4. PROVIDE 5' WiDE BY 11 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL • FNF �'� � �7 � � L'� THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
FILL SLOPES OVER 5 HIGH. �,q� HI 0M r R A RJK PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT ' � SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
'Y REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 31 /Qil. CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION *
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL / Y SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
FiLLS OVER 1 ' DEEP. IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
6. A REGISTERED CIViL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 3 // / WITH SAID REGULATIONS AND ORDERS.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF / `
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
2 9 / / 3 2 I COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO / / COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
28 / / 3 3 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
7. PROVIDE A BROW DiTCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS. / / THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE
ALONG TOP OF CUT SLOPES. 2 7 / OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER i / 3 4 LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE
THAN ONE FOOT. / � PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY
5~�� TEMECULA 26 / 3 5 I RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF �� MAY / / THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED �` ����' / UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
OCTOBER 12. 1999 AND AS GRADED REPORT OF ROUGH GRADING ' q 25 / 36 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
DATED JULY 11 , 2000. TWO SETS OF THE FINAL COMPACTION ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH .� SITE F ��J` / NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION '� 2 4 / 3 7 I SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS ''' �\ ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
OF THE PRELIMINARY SOILS REPORT. M P / 3 8 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 CAL1f0�1A � INDEX,- A 2 3 / 3 9 i AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AND FOR ANY
HOURS [N ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE -� SCALE: EXIST 25' ORAiNAGE / / DAMAGE OR PROTECTION TO THESE LINES.
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 9 �9�c' EASEMENT 2 / 40
PERMIT FiNAL INSPECTION FOR EACH LO O
RANCH f� / LEGEND
PHONE: (909) 694-6411 21 / 72 200' Mwp �
/ TOP OF WALL ......--•......................................................•--................... TW
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL / q EASEMENT
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE TEMECULA 20 / BOTTOM OF WALL..........
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM N.T.S. 73 .................................................................... TC
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE y / / q 2 TOP OF CURB ELEVATION TC
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. y�P 19
VICINITY MAP / / I PAD ELEVATION .................................................................................. PE
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS Q► 18 / / 74 I FINISHED FLOOR ELEVATION .................................................................. FF
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS `1 q 3
FINISHED GRADE ELEVATION FG
MATERIAL 451� ' 1 / / 71 75 44 I HIGH POINT .......................•--........ .................... HP
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. / /
THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL �Q' Qc, 16 / / TOP SLOPE ........................................................................................ TS
SOiL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 76 45 � FLOW LINE _ _ FL
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ��� / / 7 0 TG
< A
20�,P ��J / / � TOP OF GRATE ELEVATION ....................................................................
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ,"���'� �[Q / 69 77 GARAGE FINISH FLOOR ELEVATiON .......................................................... GF
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD 4 6
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT EXISTING ELEVATION ................................................................:....... (9170)
PROPERTIES.
� / / 68 78 FIRE HYDRANT LOCATION
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. �2 t!j ••••••••-••••-•••••••--•--•••••••••••---••••-•••••••••........................•..
s
/ 6 5 STREET LIGHT
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 7 9 q 8-01
DIRECTION OF DRAINAGE FLOW .............................................. ___
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES '�'�
/ RETAINING WALL (BY SEPARATE PERMIT) ................................
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING GRADING OPERATIONS. 6 4 66 /
`t / APPROXIMATE LOCATION OF ELECTRIC METER ...........................................
80
49 ............................•--................
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- o o c '10 6 7 SEWER LATERAL LOCATION ....................
TENTHS ( 1 .5 ) SHALL BE SUBM i TTED BY SO ILS ENG I NEER TO THE z 81 / WATER LATERAL AND WATER METER LOCATION ......................................... (]
63
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' [N a a = i~ 5 0 / /
VERTICAL HEIGHT. o t- o ee 82 ELECTRICAL TRANSFORMER ....................................................................
LOT 4. ,7
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING W LINE 3 M[N ``' t-Ulm 62 83 ' / / POWER LINE AND HANDHOLES .................................:::::::::::::::::::::::::::::::
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE a c� 5' MIN. W z 4 51 / ' ' / ' TELEPHONE SERVICE . D
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN W i 8 8 4 5 2
W
N , 61 GRATE
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE zW """'""""""""'""""""""'""""""""""""' """' """"' """' '
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 0 0 3' MIN.
' 1' '� `'' ' AIR VALVE.
.._ ��.. 2,�• MIN _ 1 7 � � � 53 � ..................... ...............................................................•--
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA / / r• TELEVISION PLATFORM ..... . Q
M 2i MrN 2,� 60 5q 7r�r'1�7 N� , X3371 1
ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. BACKWATER VALVE ......-•••••......•••-•••••••• B
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. 21* ' / O J Lf' COURSE:
_M�._ GRADED 6 1 '
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION /
AIR CONDITIONER LOCATION..............................................................
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON LOT FG. 56 / ' GRADING TOLERANCE NOTE
CENTER; COMBINATIONS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL GRADED 6 MIN. I /
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 5 fr
LOT FG. ' � 57 / / / ' GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. /
ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
H RADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR MALLS AT NOT A 4 5 8 ,�, �o / '/ / CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
20. FINIS G 5 g F / IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
LESS THAN 1/�" PER FOOT FOR A MINIMUM OF 3 FEET. NOT TO SCALE
u 1 1 ��� / / / RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE ' /
PERMITTED. ` / / /
x ESTIMATED EARTHWORK QUANTITIES
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ' NOTE:' ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
LAN PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE BACK OF SDWLK DEEPENED f00TING Q \ \ / /
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE AS REQUIRED. a \ \ / / NO. LOTS CY/LOT TOTAL
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. F __�� _ - -♦ +�' \ / 20 15 300
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY _ '
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TC LAN _ _ L� \\ / ' OPTIONAL
PER PLAN
s
W X
HP � '
,Q / / �. FF-100.0 3 INDICATES LOT NUMBER
CURB \• LAN / 7fRA C ND 2 FF-100.0 INDICATES FINISHED FLOOR ELEV.
PE=99.3
/ j ' ' 23311 -1 1 PE 99.3 PE 99'3 INDICATES PAD ELEV.
F 10' (TVP) INDICATES BUILDING TYPE
LAN 12.0%
MAX
R PLAN � ' / / b
im 10'MIN (TYP) RIGHT OF WAY
TC \M�N• 5' MIN. 3' M[N 1% MIN. LAN
DIG ALERT PER PLAN - -- - - --
F 7u, EXIST. CURB AND GUTTER
� LAN '
CALL a - UTILITY SERVICE POINT BUILDING FOOTPRINTS
LD 00- 146 GR
BEFORE TYPICAL LOT GRADING DETAIL �T
YOU DIG! NOT TO SCALE L'�vG COMPANY
1-800-227-2600 NOT TO SCALE !� Mo �� Avenue
UNDERGROUND SERVICE ALERT •,■•,
Rlversltl0.
\�!% Ca I i ford t o lMOI f!0!: 712-0701
Calat least 2 working days prior to excavating.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: �ESSi Designed by Drawn by Checked by
EMR/EH EH EMR
RECOMMENDED BY: ,�!;� DATE: -�� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No.
COUNTY OF RIVERSIDE B.M. T-29-6I �� V,iCHEt Fyc
2-1/2• BRASS DISK IN CONCRETE CYLINDER. Horizontal 3P� �% P Prepared Under Sup6rvision Of QI Q _ ` -
Contractor IN THE N.N. CORNER OF THE INTERSECTION o No. 46804 ACCEPTED BY: f7^ O-�'"'� DATE: 9 -Z7/o -,..
OF RANCHO CALIFORNIA RD. WITH MARGARITA 1•_100 Exp.6-30-03 PRECISE GRADING PLANS
RD. 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH Date �.5 d O RONALD J. PARKS
Inspector OF P.P. (NO NUMBER), 94' NORTH OF THE CENTER {�c EDWARD M[ EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS = TRACT NO. 23371-8 LOT NOS. 1- 15, & 60-64
p LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical 9
WITNESS POST 1.0' WEST OF MONUMENT. J`T CIV1�. ��
Date CmplT'd N/A 4rFAR' ��`f°�� R.C.E. No. 46804 Expires 6-30-03 � y.. , �£ NORTHWIND PHASES 7A & 7B Sheet 1 of 3 1
ELEVATION. 11213. to (ADJ. R.C.E. No. 19744 Expires 9-30-01
ECIS G G S
A
PLOT DATE: 13-SEP-2000 JN 13212
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1000' .00,
11"611 *00-
CAL' CAUTION: LD 00- 146 GR
BEFORE _
YOU DIG! EXACT LOCATION OF EXISTING
SCALE: 1'= 20' ir,■■�
►,■►n•■►�RICK COMPANY
1-800-227-2600 UNDERGROUND FACILITIES IS 1e'/■■►' Soso C1 0000 Ar«x,.
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO ►�1Z ■T Call, ornnf
■\�!� forn t o lM07 (!0!1 782-0701
Calat least 2 working days prior to excavating. V R F N F 20 0 20 40
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ?FESSI Designed by Drawn by Checked by
�,�CHEL Ey EMR/EH EH EMR
RECOMMENDED BY: DATES CITY OF T DEPARTMENT OF PUBLIC WORKS Drawing No.
COUNTY OF RIVERSIDE S.M. T-29-41 h � �� G+i
Contractor 2-I/2' BRASS DISK IN CONCRETE CYLINDER, Horizontal oP No. �680� % Pions P red Under Supervision Of
IN THE N.w. CORNER OF THE INTERSECTION ►v z ACCEPTED BY: DATE: r -
OF RANCHO CALIFORNIA RD. WITH MARGARITA 1'=20' Exp.6-30-03 Dote 2e�/-ArO RONALD J. PARKS ` PRECISE GRADING PLANS
RD. ..O' EAST OF A T.O' C.L. FENCE. E0' NORTH �{ x} EDWARD MICHEL ATICAN = TRACT NO. 23371-8 LOTS 1-7 & 60-62
Inspector of P.P. (No NUMBER), 9�• NORTH OF THE CENTER DEPUTY DIRECTOR OF PUBLIC WORKS �
LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical Jj CIVi�• �'
WITNESS POST 1.4' WEST of MONUMENT. 4rF Fo�� 46804 x ire 6-30-03 ��. �` NORTHWIND PHASE 7A Sheet of
Date Cmplt d N/A or; CA00 No. E p s R.C.E. No. 19744 Expires 9-30-01 ,�„ 2 3
ELEVATIONS 112e.�10 (ADJ. 9-13-12)
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PLOT DATE: 13-SEP-2000 JN 13212
((8525T
MARGARITA ROAD _ - - -- - = -==•LCI -
(�A57MV TO (1169J5 ICL (IRL 11d
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•� •
o '• POST TENSION
DIG ALERT
\V-
CALL CAUTION-
LD 00- 146 GR
BEFORE
YOU DIG! EXACT LOCATION OF EXISTING SCALES 1'= 20'
:►.^'
1-80x-227-2600 UNDERGROUND FACILITIES IS RICK ENGINEERING COMrmY
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO ��■'���
�'�■■,`t�
3050
0 :81100'°0 Avenm
���� Ili vers la.
Callat least 2 working days prior to excavating. VERIFY IN FIELD. 20 0 20 4 ►_�16 California 92507 em) »2-0i07
DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by
CONSTRUCTION RECORD SCALE �Ess►q� Drawing No.
COUNTY OF RIVERSIDE 8.M. T-29-81 N,1CHE(
_ EMR/EH EH EMR RECOMMENDED BY: DATE: 27140 CITY OF T DEPARTMENT OF PUBLIC WORKS
2-1/2' BRASS DISK IN CONCRETE CYLINDER Horizontal �� % s P epared Under Supervision Of
Contractor p
IN THE N.W. CORNER OF THE INTERSECTION & W No.46804 i '�` ACCEPTED BY: �'�`� DATES Z as
OF RANCHO CALIFORNIA RD. WITH MARGARITA 1'=20' Exp.6-30-03 Date S RONALD J PARKS PRECISE GRADING PLANS
RD. I.0' EAST OFA 7.0' C.L. FENCE, �0' NORTH
Inspector of P.P. (ND HO CALIFORNIA, 94' NORTH OF THE CENTER TRACT NO. 23371-8 LOTS 8- 15 & 63-64
LINE OF RANCHO CALRNIRD. SET FIBERGLASS Vertical EDWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _
WITNESS POST 1.0' WEST OF MONUMENT. `h' IV
Date
\�
Date Cmplt'd N/A 'rFa� cA��FR.C.E. No. 46804 Expires 6-30-03 _ ���. °� NORTHWIND PHASE 7B J1
ELEvATION• II2e.410 (Aa1. 9-I3-e2) R.C.E. No. 19fi44 Expires 9-30-01 . ,,. F,---t3 of 3
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G:\d_13212\212p9d10T.d9n
• PLOT DATE: 13-SEP-2000 JN 13212