HomeMy WebLinkAboutLot 3-12 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA
GENERAL GRADING NOTES WORK TO BE DONE
THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE+ CHAPTER ACCORDING TO THESE PLANS+ THE CURRENT CITY OF TEMECULA
33. AS AMENDED BY ORDINANCE 93-44. i STANDARDS AND SPECIFICATIONS+ AND THE LATEST EDITION OF THE
M TRACT N0. 23371 9 PHASE 1 LOT NOS3 - 12STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( " R N
. GEE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X. BOOK").
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PRIVATE ENGINEER'S NOTE TO CONTRACTOR
3. MAX - •
MAXIMUM CUT AND FILL SLOPE 2. 1 .
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
4. PROVIDE 5 WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL A SITE THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
FILL SLOPES OVER 5' HIGH. W ; ;<:„..
w` "'' :.. . :>. .. PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
CC`�
�RG SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 5
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
A REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL TRACT NO. 23371- 1O r CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
FILLS OVER 1 ' DEEP. 4` J t�r�L' r �1J � 1 1 1 SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
:lop
IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S
.. 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
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
LINE. GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 2 COURSE OF CONSTRUCTION OF THIS PROJECT+ INCLUDING SAFETY OF
1 ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
1
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS+ AND
7. PROVIDE A BROW DITCH* DESIGNED TO HANDLE 100YR Q STORM FLOWS. � ; THAT THE CONTRACTOR SHALL DEFEND+ INDEMNIFY AND HOLD THE
ALONG TOP OF CUT SLOPES. 2 SITE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
` LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE
S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER l} PERFORMANCE F
THAN ONE FOOT.
CE 0 WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY
INDEX MAP RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF b 1 "=140`
` THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON b ASSOC. DATED 7
JANUARY 30, 1998 AND AS GRADED REPORT OF FINE GRADING AND EROSION UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
REPAIR DATED NOVEMBER 2. 1998. TWO SETS OF THE FINAL COMPACTION 13 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
1 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH �� NOR FOR UTILITY OR IRRIGATION N
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION�I
LINES WHOSE LOCATIONS ARE NOT
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 24 30 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
OF THE PRELIMINARY SOILS REPORT. 23
? ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
0 21 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
1 H CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24
AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY
HOURS IN ADVANCE REDUESTING FINISH LOT GRADE AND DRAINAGE 1 � � �S
DAMAGE OR PROTECTION TO THESE LINES.
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 19
PERMIT FINAL INSPECTION FOR EACH LOT.
PHONE: (909 ) 694-6411 b i .20 21 22 23 LEGEND
19 25 31
1 1 1 1 8 2b 27 32 TOP OF WALL TW
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL lb 17
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 12 BOTTOM OF WALL BIN
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 33 ----•-•-------------------------------------------------------- ..........
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE TOP OF CURB ELEVATION..................................................................... TC
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
13 PAD ELEVATION ---------------------------------------------------------------------------------- PE
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 3 - fly rel C T NO , 2-9033 FINISHED FLOOR ELEVATION ___ ~-_""_'_~_`_ ___ __ FF
BEEN CLEARED OF WEEDS. DEBRIS+ TOPSOIL. AND OTHER DELETERIOUS 1 4 FINISHED GRADE ELEVATION ............................
MATERIAL.
17 56 49 4� 35 HIGH POINT HP
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. �� �� �,-� �b ----------------------------------------------•-----------•----•-----------�------------
THE TERRAIN MUST BE CLEARED, KEYED+ AND BENCHED INTO FIRM NATURAL 1 6 5 1 45 � � TOP SLOPE ....................... TS
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 54 53 �2 �3 FLOW LINE FL
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 15 r 2 41 ---------------------------------------------•------------------.....------.. ---...
3b TOP OF GRATE ELEVATION TG
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 40 GARAGE FINISH FLOOR ELEVATION GF
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD "'
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT EXISTING ELEVATION (91.70)
PROPERTIES. too 37 FIRE HYDRANT LOCATION ...................................................................
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. - STREET LIGHT ................................................................................. o----0
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 38 DIRECTION OF DRAINAGE FLOW ..............................................
FUNCTION+ ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT �X 1 X71 � � 1 }��)�� r'� t'�I� RETAINING WALL (BY SEPARATE PERMIT) ................................
ADJOINING PROPERTIES DURING GRADING OPERATIONS.
39 APPROXIMATE LOCATION OF ELECTRIC METER ........................................... ❑
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SEWER LATERAL LOCATION ................................................................... D
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE � WATER LATERAL AND WATER METER LOCATION ____________ _ w
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 57 ❑
VERTICAL HEIGHT. o o �Q, ELECTRICAL TRANSFORMER ..............................................._...._._._.___.......
z CL z z ti� TEMECULA WAY POWER LINE AND HANDHOLES Q
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING a w =
t 5 8 `
w �` �� .� TELEPHONE SERVICE ------------------------------ - -- �-----------------.....----------------- 0
A ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE � � �
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN LOT o �`� SITE �'�� ---------------------------•-------------
ELEVAT I ON WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE °1��i LINE 3' MIN. ``' U W 9Q GRATE _______ _ ___ _____ _ ❑
W .� ,� �� �� TRACT NO, 23371-9
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. a �c� 5 MIN. F ,�• 59 AIR VA __________________ ___ _ __________ _
V)o-' � � I LVE_
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA U) m o 0 z W TELEVISION PLATFORM
z o 1 1i1
ICE PLANT AT 12" ON CENTE OR ANOTHER APPROVED GROUND COVER. o0 3' MIN. = Uo .........................................................................
�'/. MSN• 6O BACKWATER VALVE - ------ -- -- - ------- -- @
SLOPES OVER 15 IN VERTICAL #EIGHT. IN ADDITION TO GROUND COVER. CALIFORNIA �
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS+ OR COMBINATION 21% MAX• AIR CONDITIONER LOCATION
2i r .�
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON ��j MN. � �� "�� �-
CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL Mqx, q GOLF �JUt� TRACT N� � GRADING TOLERANCE NOTE
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED 'Ppy,� _ � ,� ^ 61
PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. GRAD 6'M[N.--�' LOT FG. RANC f�4 TRA C r NO � 2. 371 ` 1 Jr 2,33-71 GRAD I NG SHALL BE DONE W I TH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
ED ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOT FG. 15 2 CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
L S.
LESS THAN �� PER FOOT FOR A MINIMUM OF 3 FEET. A IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
TEMECULA RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE � NOT TO SCALE N,T.s.
PERMITTED.
63 ESTIMATED A D EARTHWORK QUANTITIES
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD VICINITY MAP
PRIOR TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. F � � NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
BACK OF SDWLK LAN PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. FG �-- - - ! �Jr NO. LOTS CY/LOT TOTAL
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY TC LAN _��- - - 10 15 150
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. PER PLAN MIN.. R/ � � OPTIONAL 66
b7
CURB : ' ,�\• o:: I LAN
I FF=100.0 3 INDICATES LOT NUMBER
I
PE=99.3 2 FF=100.0 INDICATES FINISHED FLOOR ELEV.
FS FF=10 0 PE=99.3 INDICATES PAD ELEV, 69
PER LAN 12,0% _ PE 99.3 3 INDICATES BUILDING TYPE
MAX 2
FG ZE
FS - r
R PLAN7 F '
LAN LAN
Li
r I �
5 MIN. 1/. MIN. FIGER LAN �- Ui Q 10 MIN (TYP) RIGHT OF WAY
DIG ALERT PER PLAN
TM
F DEEPENED FOOTING
LAN AS REQUIRED.
CAII Q - UTILITY SERVICE POINT N N EXIST. CURB AND GUTTER
BEFORE W LD99-042 GR
YOU DIG! TYPICAL LOT GRADING DETAIL BUILDING I DING FOOTPRINTS FjCK
�^x-8(1 227-2600 NOT TO SCALE NOT TO SCALE D4GR40M% CO
UNDERGROUND SERVICE ALERT
sono cn t c040 Averx�
SuIto 100
a a least working days prior to excavating.
Rivers I0e,
Californlo 9250? (We) ?82-070?
DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by
CONSTRUCTION RECORD SCALE pF��s$1
EH EH EMR RECOMMENDED BY: DATE: d� OF
Drawing No.
COUNTY of RIVERSIDE B.Y. T-29-SI M%CHQ cyc CITY TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor 2-I/2''BRASS DISK IN CONCRETE CYLINDER, Horizontal 3�� % Pla spared Under Supervision Of
IN THE N.w. CORNER OF THE INTERSECTION �i W No. 46804 i (� ACCEPTED BY 8
OF RANCHO CALIFORNIA RD. WITH YARGAR I TA 1•�100' Exp 6-30-99
DATE. Q�
Inspector RD. 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH •
94' CENTERDate RONALD J. PARKS PRECISE GRADING PLANS
LINE
P.P. (NO HO CALIFORNIANORTH OF THE FIBERGLASS
t EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS
L I NE OF RANCHO CALIRNIRD. SET FIBERGLASS Ver tics I TRACT NO, 2 LOT NOS, 3- 12
W I TNE$S POST I.0' WEST OF YONI�NT. �4T CI V N. �? -
Date Cmp It'd N/A F AF cAt_XF° R.C.E. No. 46804 6-30-99
ELEVAT I ONs 1128.4 10 (ADJ. 9-13-a2) Expires R.C.E. No. 19744 Expires 9-30-01 >< PHASE 1, N 0 R T H W I N D Sheet of
PRECISE GRADING
1 2
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PLOT DATE:30-MAR-1999 JN 13212
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FL 03.8 02.0 - - _ ��`o �- 98.410 95.9 I I I
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I � FL � : �n �n FL 95.2 1 I _
FL i � FL N �) ` � _ �„ FL 1192.8 I I I I 18+38.94 CL OAK HILL DRIVE=
U_ `` '1 co `` U_ ON a�O :•: 96+41.92 C TEM K R
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SCALE: 1'= 20' \ \\ \
20 0 20 401DIG ALEPT \ \\ \
50.50' 48 1212.6 \\ \
TM JL IL JL8 8,93, .84 86.08 FG \
ED ,� 37.4 37.E 37.8 I \\ \
F � 60.40 5 ". 27.
CALL G FG FG 2.36 53.97 29.5 27.2
37.8 37.8 57.71, � 23.5, FG FG FG \ \\ LD99-042 GR
BEFORE FG FG 7 29.5
YOU DIG!
3� FG \ \\
1-800-227-2600 FG \\ DICK ENGRIIIIIIIEWMECOMAM
UNDERGROUND SERVICE ALERT 1
\ \ 3050 CntCopt Av@nL*
100
Calat least 2 working days prior to excavating.
� � \ � Rivsrstar.
• Callfornla 92S07 MO) 702-0707
i
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Ess� Designed by Drawn by Checked by ,
SQALE Drawing No.
1CHE EH EH EMR RECOMMENDED BY: DATE:
M � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal 3Q� P spared Under Supervision Of
�_ � � ,o No. 46804 = �o !� ,_, �.
SEE SHEET NO. 1 1 -20 Exp.6-30-99 ACCEPTED BY: DATE:
Inspector p 6-30-99 4Zy Date RONALD J. PARKS PRECISE GRADING PLANS
Vertical EDWARD MICH RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0. 23371-9 LOT NOS. 3- 12
Date Cmplt'd �r4TF CivI%. o �r �=� - �
N/A cr CALXF R.C.E. No. 46804 Expires 6-30-99 R.C.E. No. 19744 Expires 9-30--01 1 PHASE1. N O R T H W I N D Sheet 2 of 2
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PLOT DATE:30-MAR-1999 JN 13212