HomeMy WebLinkAboutLot 23 Precise Grading IN THE CITY OF TEMECULA
GENERAL GRADING NOTES PRIVATE ENGINEER'S NOTE TO CONTRACTOR 4
ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. APPENDIX PLOT PLAN RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
CHAPTER 339 AS AMENDED BY ORDINANCE 99-23. EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE a 1%. PHASE 8 "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U. S. DEPARTMENT
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED NOm OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. RELATIONS "CONSTRUCTION SAFETY ORDERS. " THE CIVIL ENGINEER SHALL
L 0 T 2 3 NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . RAACOMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
4. PROVIDE 5' WIDE BY I * HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL HQ C RO�'D D CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
FILL SLOPES OVER 5' HIGH. '�LIFORNlA ,.: RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
-i CONSTRUCTION OF THIS PROJECT• INCLUDING SAFETY OF ALL PERSONS AND
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT ;
PROPERTY• THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY '�
. . LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND.
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL PA ROAQ o INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
FILLS OVER 1 DEEP. AND ALL LIABILITY. REAL OR ALLEDGED. IN CONNECTION WITH THE PERFORMANCE
CA OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S NEGLIGENCE OF THE OWNER OR ENGINEER.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIORa • THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO g' ) TR 24156-2 STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. M48o 267/ 1 - 10 RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
• OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS. ROq� 2 LOCATION MAP SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND
ALONG TOP OF CUT SLOPES. 3 SCALE: I'=I00' IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT
FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER N. T.S. HWY. 79 '` AND AFOR NAN�FDAMAGE ALL IORSPROTECTION TOAFFECTING ITHE�EKLINESTHER OR NOT SHOWN HEREON.
8. THANONEFOOT, SITE TR 241 ab'- 1
M�B� 26-7/ 11 - 19 86 1 • , 5
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF • Db .
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHN I CALS AND VICINITY MAP 3 • 6
LEIGHTON & ASSOC. DATED MAY 4. 1988 & MAY 6. 1996. TWO SETS OF 87
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING 7
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS • 2 ••
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH a8 •:., a
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. > > : 9 LEGEND
89 p `• •
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 • 0 TOP OF WALL .
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE • 1 '••--•-`-......'--`"-""'-"•'.... "•"""•••'•'•'••'
W
�• .•90
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING a5 i •. BOTTOM OF WALL ... ................ BW
PERMIT FINAL INSPECTION FOR EACH LOT. � 91 '� % b •• •..........................•--•--_..-------------------�---....
/` 3 TOP OF CURB ELEVATION
PHONE: (909 ) 694-6411 a
/ PAD ELEVATION ...-----•...............•---..._..............-------------------•---•----•--- PE
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL832 3 i!l 06 • ` FINISHED FLOOR ELEVATION .................................. FF
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 4 •' 4 r 0FINISHED GRADE ELEVATION ..................................................................
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM FG
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 1 5 HIGH POINT ........................................................................................... HP
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
5 0 • • � •• 6 10 15 TOP SLOPE ...................................•---.................................................... TS
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS ` ...........................
' 52 79
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS 97 � � FLOW LINE ........................................................... . L
a TOP OF GRATE ELEVATION .. .. .................................................. TG
MATER IAL. 5 B • 4# 16 ••....... ......
9 �- TOP OF FOOTING . ...... ............................................... TF
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. ~• 54 7 / 99 mmw`""
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL . ' 100 , 17 GARAGE FINISH FLOOR ELEVATION ......................................................... GFF
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 5 S 7 1 • .
• EXISTING ELEVATION .......................................................... (91.70)
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ', 56 ' 75 •
44 FIRE HYDRANT LOCATION .-•---••-•-------••---••...............................................
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 5 74 `• 1a �
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD 40 rp STREET LIGHT ........................................................................................ 0~0
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 97 TR 24 1 a6--1} DIRECTION OF DRAINAGE FLOW ..
PROPERTIES. 2 � � • 19 ....... --------+-
5 72 OHO DEEPENED FOOTING (6" TYPICAL) .............................................................
15. DUST SHALL BE CONTROLLED. BY WATERING OR OTHER APPROVED METHODS. 41 71 •
' • RETAINING WALL (BY SEPARATE PERMIT) ... r-
..................................... ■■�
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO • 60 70 69 20 "
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES b1 68 APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS
39
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT •. 62 , 21 SEWER LATERAL LOCATION .........................................•..•.- ED
.....................
ADJOINING PROPERTIES DURING GRADING OPERATIONS.
30 63 WATER LATERAL AND WATER METER LOCATION ...................................... D
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- b PARCEL 39 37 b 2 ELECTRICAL TRANSFORMER ....................................................................
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE �' _ b5 SITE
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN s W LOT = P 4 M a NO s 23432 b �• bb• b7 • POWER LINE AND HANDHOLES ................................................................. 0
VERTICAL HEIGHT. w g P M 159/38-b 1
LINE 4' MIN. °C x TELEPHONE SERVICE ...................•----•--•--------•--------- ----- ---............_...._---
Uj
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING W 5 GRATE .....................................
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE
Q v 5 MIN. z ...--•--..
( WITH RESPECT T MEAN SEA LEVEL ) SHA V AN ►��- c°a 'a 3 4"FIRE HYDRANT .......................
ELEVATION I0 E LE EL LL BE GIVEN.EN IF zw ••••-•••••••-••••••••••••••••••••••••••••••••••••-•-•••-••-•••
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIREDs THE o 0 4" MIN. 1' 0 3 24
• AIR VALVE ..
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. (_> .... .... ................... ..
2�% 2 • - TELEVISION PLATFORM .........................•-•----•-••--------------------•-•--•-.....--•--- �
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 21y �-.-- 'SAX• �� 31 5 SEWER BACKWATER VALVE............................................... ...............
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. MqX 30 WATER LIN .......................
SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. 29 28. E ....................................................................
SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION GRADED .•...•�.•_••••••••••.•
. � LOT FG. ,4L 27 26 SEWER LINE ............................................................ S
THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS. TREES. 20 ON GRADED 6 MIN. /' STORM DRAIN ..........................................................................................
CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL LOT FG.
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. SECTION A-A
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT NOT TO SCALE
LESS THAN 1,,4' PER FOOT FOR A MINIMUM OF 3 FEET.
21 , NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
PERMITTED. FG
A PROPERTY CORNERS SHALL BE CLEARLY DELINEATED N THE FIELD PER PLAN PAROL 40 EARTHWORK OUANTITES
22 PRIOR TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRAD I NG I E ELD P r M 4 N04 23432T
N0. LOS CY/LOT TOTAL
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE FG _ _ ,--' - y P a M 4 R a J59/38-61 1 15 15
THE APPLICANT AND H[S ENGINEER FROM THE RESPONSIBILITY FOR THE PER PLAN - - - - 1Y 11,N 2!
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY -
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. � 51 52 INDICATES LOT NUMBER
Q ) 50 _ INDICATES FINISHED FLOOR ELEV.
FF-10Q.0 FF=100.0
ti� 1 FF=100.0 PE-99.5 PE=99.5 INDICATES PAD ELEV,
I 13. I PER PLAN PE=99.5 2A 3A INDICATES BUILDING TYPE
1ALi ....
v.
DEEPENED 1
FS FOOTING °......
PER PLAN 12,p/ AS REQUIRED �
MAX
FS �AX� FG A FG
PER PLAN RIGHT OF WAY
PER PLAN PER PLAN
FG
5' MINS _ _ MIN' _ _ _ r/ MINS J PER PLAN EXIST. CURB AND GUTTER
FG
DIG ALERT
PER PLAN
TV A BUILDING FOOTPRINTS
CA� CAUTION-
TYPICAL LOT GRADING DETAIL NOT TO SCALE LD 00-213 GR
- -
BEFORE NOT TO SCALE
YOU nic! EXACT LOCATION OF EXISTING
UNDERGROUND FACILITIES I FJCK GORINGCOMPANY
1-800-227-2600 LI ES S
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Im
Sm n:.p a:.mla. ate. PbmWx 7��
Callat hast 2 working days prior to excavating. VERIFY IN FIELD. 1223 University Am,9b.240•]NmW CA 92507-3418•tMY"24M-FAx (90e)7e2-0723-.rww.Ackm.a=
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drown by Checked by ,
SCALE p0011i�'X551 N RECOMMENDED BY: DATE: �, Drawing No.
COUNTY OF RIVERSIDE B.W. T-29-81 A%CHEC EH EH EMR CITY OF T DEPARTN- NT OF PUBLIC WORKS
2-1/2• BRASS DISK IN CONCRETE CYLINDER. t I �' �� �� cy
n epared Under Supervision Of
P
Contractor IN THE N.W. CORNER OF THE INTERSECTION Horizon a 3 Ia
o 46904
.
No �
OF RANCHO CALIFORNIA RD. WITH MARGARITA :., z ACCEPTED BY: DATE:
RD. 1.0' EAST OF A 7.0' C.L. FENCE. 40' NORTH 1 =100' �- PLOT P
Inspector OF P.P. (NO NUMBER), 94' NORTH OF THE CENTER Exp -30-99 Date Q RONALD J. PARKS
LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS EDWARD MICHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS
WITNESS POST 1.0' WEST OF MONUMENT. Vertical TRACT NO. 2 2 3
"} C1V11. ���' - -
Date Cmplt d F Fo 46804 6 30 99 ,,� CAREYES PHASE 8
N/A ori �,�� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 °� 1'°' Sheet 1 of 2
ELEVAT I Olin 1128.414 IADJ. 9-13-82) p ''°�•r
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DIG ALERT
CAL CAUTION: LD 00-213 GR
BEFORE
YOU DIG! EXACT LOCATION OF EXISTING
SCALE: 1'= 20' RICK ENGRQUUNG COMPANY
1-800--227--2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Tuam
Calat least 2 working days prior to excavating. VERIFY IN FIELD. 20 0 20 40 12, u�v�s�ey Ave.,She.: � or.�. :x
xt�wrdd.,CA �261A'i-soli/•('rA"z-0707•PAX (W9)7e24723•wwrr.eick.*.ao.r
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ESsi Designed by Drawn by Checked by Drawing No.
%CH EH EH EMR RECOMMENDED BY: DATES CITY OF T DEPARTHeNT OF PUBLIC WORKS
Horizontal y �a� P epored Under Supervision Of
Contractor O No.46804 �, _ �L G po
� W z � lipACCEPTED BY: 4J) DATE= PRECISE GRADING PLAN
SEE SHEET NO. 1 1'=20' Exp.6-30-99 Date RONALD J. PARKS
Inspector VerticalEDWARD MICHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 24186-F, LOT N0. 23
%4r CIVIL ov.
Date Cmp It d F a� �.%FCF` R.C.E. No. 46804 Expires 6-30-99 _ �, l e, CAREYES
N/A CA p R.C.E. No. 19744 Expires 9 30-01 -r,,r„,N Sheet 2 of 2
f
G:\d-13249\249pgd8.dgn PLOT DATE:30-NOV-2OCa JN 13249