HomeMy WebLinkAboutLot 26-32 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA
GENERAL GRADING NOTES WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER PRECISE GRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA
33. AS AMENDED BY ORDINANCE 93-04. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE
TRACT NO . 28526 LOTS 26 -32 THE LEGENDS PHASESTANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( " R2. MINIMUM BUILDING PAD AND DRAINAG SWA P � 3 B G EEN
E LE SLOPE SHALL BE 1 X.
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. �;`---� r-,�'• - I I I I • ,�.• •'- r
f ; r "�, .rr ��.;� •,.• •, PRIVATE ENGINEERS NOTE TO CONTRACTOR
of �•- k
3. MAXIMUM CUT AND FILL SLOPE - 2.1 . , , - • r .•:• Tr�l7 NO23371 - 15
• _ GOLF
Or r..
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
COURS4. PROVIDE 5 IMIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL „ 7 � � 11>0•. I I I I � � \ • .� -� 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 AN T
• '` PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS HE
. ,'' _;.-- I I I .' � .;r�'r����`• ,���� 233
71 `-3 � � �-``_��
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY � � : _�__�•"�-" "~,- I I I I \ � `� � � ' -•'' HALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
�` "-F �-! REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL t/ -•�.-- I I I I J,-�; ; o• CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
FILLS OVER 1 DEEP. / �• �••`- �}�} SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
/ IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S /� I I I ~�r '• 0 '••�• 43 WITH SAID REGULATIONS AND ORDERS.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF / TRACT NO , 233'71 - 15 /`� 0O%F �}�
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR // �L,F" ��� � I I I I /� ••••• 4� Ie �' CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO ti / / COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. _ �/ I I I / i COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
�I ' O fOL.r COURSE ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND
ALONG TOP OF CUT SLOPES. �� 1 I I I/ k; ; ::>.` ;<....::.. THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE
3 �� OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 3 I I f I : tom.. �� I�� L I AB I L I TY. REAL OR ALLEGED. I N CONNECTION WITH THE
THAN ONE FOOT. 4 �O PERFORMANCE F
2 5 b CE 0 WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY
/ 7 a 9 / 4 5 �; _; :;:: : RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 1 .�+ 1 ) ) 1 I 1 1 q 2 2 3 ==
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED
RA�_ 1 14 15 1617 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
JANUARY 30. 1998 AND AS GRADED REPORT OF FINE GRADING PROJECT #11960056-036 CS _ - I I _ -r� SITE
UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
DATED JUNE30. 1999. TWO SETS OF THE FINAL COMPACTION -r= r A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH
�~= �. _ �=r r ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION _ w ` - �I--� -- - -- - r
SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
LFORNj
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS -
OF THE PRELIMINARY SOILS REPORT. ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
--
EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AND FOR ANY
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE DAMAGE OR PROTECTION TO THESE LINES.
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
PERMIT FINAL INSPECTION FOR EACH LOT.
PHONE: (909 ) 6944411 LEGEND
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL TOP OF WALL................................................................................. TW
SLOPESUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE TOP OF FOOTING TF
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM -••••-•--•-•--------•-••--•-•--•---•------••-•••-•-••--•.••••..----
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. TOP OF CURB ELEVATION..... ............ .... ...... ....... .. .................................. TC
PAD ELEVATION .. ...............**.......
LEVATION ....:...................................
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS '�`` TEMECULA
BLEEN G `' ��,, WAY FINISHED FLOOR ELEVATION ..............................................•••......... ...... FF
MATERIAL.CLEARED OF EEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS --
� FINISHED GRADE ELEVATION .................................................................. FG
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED.
HIGH POINT ------------------------•--•--........
~ c`' ��''
SHE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL '` SITE � s � TOP SLOPE ••-•-•-----•----•••••-•-----------•••-•••---------••••••---•-
OIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A F
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
FLOW LINE .------•..............•----........--•- --•.........--•---........
v
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF TOP OF GRATE ELEVATION -------------•--•--••-•---=------.......-------. ......---------.... TG
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD
CALIFIA GARAGE FINISH FLOOR ELEVATION.......................................................... GF
� -�
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT INDEX MAP «MT� EXISTING ELEVATION ........................................................................ (9/T01
PROPERTIES. �9�
FIRE HYDRANT LOCATION
1 "=200' RA 9,Pr .........................................•--_.......---------...... -
fQ
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. r
4
STREET LIGHT ........................
16. ALL EXISTING DRA I NAIVE COURSES ON THE PROJECT SITE MUST CONTINUE TO 15 DIRECTION OF DRAINAGE FLOW .......................... ...
UNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT TEMECULA RETAINING WALL (BY SEPARATE PERMIT) ................................
ADJOINING PROPERTIES DURING GRADING OPERATIONS.
D'T's' APPROXIMATE LOCATION OF ELECTRIC METER ....•........... Q
W
O
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- zSEWER LATERAL LOCATION ................................................................... Q
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE z 0- a VICINITY MAP
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN o '•'�-�-
•.o WATER LATERAL AND WATER METER LOCATION ................ .... Q
VERT[CAI. HEIGHT. "--•-'•"--"
°,� ►-
LINE w '-`` ELECTRICAL TRANSFORMER
3 MIN. ........-•..........................................................
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING W �, 5' MIN• 4 w POWER LINE AND HANDHOLES ........•... --PAD Q
..........................:......
ELEVATIONS. ELEVATIONS ARE REQUIRED. THE w--• v, TELEPHONE SERVICE
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN C) z o Z Uj ------••--••------...-••-••-------••-.•.....................................
T
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED. THE 3' MIN. 1' Ow GRATE __ 13_
DISTANCEABOVE H ADJACENT GROUND SHALL BE GIVEN. 2'/ 1�1N• AIR VALVE _
l X
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 221All 1-._ 21% M TELEVISION PLATFORM
ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. 21y •
• MAX GRADED BACKWATER VALVE --
SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. ...........................................................
SHALL BE PLANTED WITH APPROVED TREES. SHRUBS, OR COMBINATION •
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON GRADED 6'MIN.
--� LOT FG.
CENTER; COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL LOT FG. GRADING TOLERANCE NOTE
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. A OPTIONAL RETREAT OPTIONAL ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT - NOT TO SCALE �
LESS THAN /4' PER FOOT FOR A MINIMUM OF 3 FEET. BALCONY 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 BE FG
• _ 7 RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
PERMITTED. R/W & BACK OF SIDEWALK PER PLAN
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD FG ESTIMATED EARTHWORK QUANTITIES
INDICATES LOT NUMBER
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. --_-�~�
PER PLAN __ --"'� NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 11-""-" 1y�M1N• 1 2 3 4 INDICATES FINISHED FLOOR ELEV. PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THEFF=100.0
P I� � FF=100.0 FF=100.0 FF=100.0 NO LOTS CY/LOT TOTALS
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. ,� HP PE-99.3 PE=99.3 PE=99.3 PE-99.3 INDICATES PAD ELEV. •
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY : •. /' \�• PER PLAN 1 2 3 4 7 15 1
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CURB / 05
• , �1• INDICATES BUILDING TYPE
15' MIN
UNLESS OTHERWISE
FS NOTED
I I
• PER PLAN 12.0%
FSMAX (
r
�- - ..
ER PLANFIG
5 MIN. 3 MI • 1/. MIN.
`~ - -- -- -- PER PLAN
FG DEEPENED FOOTING
PER PLAN Q AS REQUIRED. "1 a. 10'MIN (TYP) PL RIGHT OF WAY
DIG
UTILITY SERVICE POINT v-V ALERT
if
TYPICAL LOT GRADING DETAIL � � � �
CALL NOT TO SCALE c•;
EXIST. CURB AND GUTTER
EXIST. CURB AND GUTTER
BEFORE LID 00-054 GR
BUILDING FOOTPRINTS
YOU DIGI
RICK IENGN=NG COMPANY
1-800-227 -2600 NOT To SCALE .,..,..�
=r 3050 Chloago AVMXW
UNDERGROUND SERVICE ALERT suite 100
aN at least Riverside.working days prior to excavating. ��� Elm Ca I I forn I o 92507 ssos>' 782-0707
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL* Designed by Drawn by Checked by COUNTY OF RIVERSIDE B.Y. T-29-81 � M�CHERECOMMENDED BY: DATE. Drawing No.
L 4�y EH EH/JAW EMR �� ��
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
K
Contractor 2-1/20 BRASS DISK IN CONCRETE CYLINDER, Horizontal 4 ��� �i ?Z Pion repared Under Supervision Of
IN THE N.W. CORNER OF THE INTERSECTION ' 4 No. 46804
OF RANCHO CALIFORNIA RD. WITH �AARGAR 1 TA 1"=200' w Exp.4-3o-03 z � ACCEPTED BY: - DATE: 3 LOo
Inspector .,�;•,
RD. 1.0 EAST OF A 7.0 C.L. FENCE. 40 NORTH Date RONALD J. PARKS PRECISE GRADING PLANS
OF P.P. (NO NUMBER), 94' NORTH OF THE CENTER
LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MICHE R'AhCAN___
DEPUTY DIRLCTOR OF PUBLIC WORKS28526 ,,,,
WITNESS POST 1.0' WEST OF MONUMENT. j> CI V IV �Wt - TRACT N O, LOTS 2 6 3 2
Date Cmplt d rF od - ' ��r
N/A OF CA�ki R.C.E. No. 46804 Expires 6-30-03 �, THE LEGENDS PHASE 3B
ELEvATION� 112e.4Io (ADJ. 9-13-e2) R.C.E. No. 19744 Expires 9-30-01 ••-., 1?�,..� Sheet of 2
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1 I PLOT DATE:29-MAR-2000 JN 13212
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FG 42.701 47.50' 54.7/ 24.54, 54
'53.2 44.63 53.2 2 \�3.5 47.98' 11.5 14 913' �4 45.11' L.2 \�43 54.9
FIG 4.0 33.38 .2 FIG FIG
52.3 r�jj .I_ FG 54.4 �4
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HP I C; (V toz MIN 0 t0% MIN HP
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DIG ALERT
1W
CALL CAUTION: LD 00--054 GR
BEFORE
YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1'= 20' RICK ENGDEERING COMPANY
1-800-227-2600 UNDERGROUND FACILITIES IS 14 3050 ChlCagO Avenue
UNDERGROUND SERVICE ALERT UNKNOWN, CONTRACTOR TO Suitt 100
Callat least 2 working days prior to excavating 20 0 20 40 OEM R I vers I do,
VERIFY IN FIELD. QTNE:d TH Callcorn la 92W7 (WS) 782-070?
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ?OESSs Designed by Drawn by Checked by RECOMMENDED Ely: Drawing No.
HEL EH/EMR EH EMIR DATE:
CITY O F TEM_ ECULA DEPARTMENT OF PUBLIC WORKS
Horizontal I& Plans Prepared Under Supervision Of
Contractor
&I N0.46804i �'
ACCEPTED By: . . DATE: OA
SEE SHEET NO. 1 1'=20' Exp.6-30-03
Date RONALD J. PARKS PRECISE GRADING PLANS
Inspector A or
Vertical Ott sr IVIV EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 28526 LOTS 26-32
Date Cmplt'd N/A R.C.E. No. 46804 Expires 6-30-03 R.C.E. No. 19744 Expires 9-30-01 • THE LEGENDS PHASE 3B Sheet 2 of 2
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PLOT DATE:29-MAR-2000 A 13212