HomeMy WebLinkAboutLot 65-69 - Precise Grading GENERAL GRADING NOTES PRIVATE ENGINEER'S NOTE TO CONTRACTOR
ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE+ CHAPTER IN THE CITY OF TEMECULA RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
33+ AS AMENDED BY ORDINANCE 93-04. 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 = 1X. "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PLOT PLAN RELATIONS "CONSTRUCTION SAFETY ORDERS. " THE CIVIL ENGINEER SHALL
NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
4. PROVIDE 5' MADE BY� 1 ' HIGH BERM OR EOUIVALENT ALONG THE TDP OF ALL TRACT NOm 23371 - 5 15 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
FILL SLOPES OVER 5 HIGH. M RESPONSIBILITY FOR JOB--SITE CONDITIONS DURING THE COURSE OF
L 0 T S 6 5 - 6 9 9 CONSTRUCTION OF THIS PROJECT+ INCLUDING SAFETY OF ALL PERSONS AND
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 1s PROPERTY+ THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY a 13 LIMITED TO NORMAL WORKING HOURS+ AND THAT THE CONTRACTOR SHALL DEFEND+
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL 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
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S � OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF T �� NEGLIGENCE OF THE OWNER OR ENGINEER.
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO �, 12 STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
LINE+ GRADE* ELEVATION AND LOCATION OF CUT FILL SLOPES. RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
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T. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS+ OF SAID LINES NOR FOR UTILITY DR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND
ALONG TOP OF CUT SLOPES. TEICI�A 19 5 20 INDEX MAP IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT
t� 35 1'=100' LOCATIONS OF ALL LINES AFFECTING THIS WORK+ WHETHER OR NOT SHOWN HEREON+
a. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER " AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES.
TE � 22
THAN ONE FOOT. �,� 21 36S
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 3
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND 23
LE I GHTON a ASSOC. DATED MAY 4+ 1988 & DEC 29. 1997 EkLET TER DATED JUNE 18,1998. TWO SETS 37 LEGEND
OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING 34
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS 2 24 TOP OF WALL ........................................................................................ TW
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH 1
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. �, 25 BOTTOM OF WALL .................................................................................. BW
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 1 5 32 33 TOP OF CURB ELEVATION ------------------------------•------....-----------•-•---........---- TC
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 38PAD ELEVATION ..................................................................................... PE
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING KT.S.
PERMIT FINAL INSPECTION FOR EACH LOT. 31 TRACT 23371-5 39 FINISHED FLOOR ELEVATION .................................................................. FF
PHONE: (909 ) 694--6411 VICINITY MAP 30 � FINISHED GRADE ELEVATION .................................................................. FG
HIGHPOINT ."•"-----------•--....•-"-"-----------•---..."•"---------•--•----------------------•----.-• HP
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 1 28 29 G 41 TOP SLOPE ........................................................................................... TS
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 2T 42 FLOW LINE .........•................................................................................. FL
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 43 TOP OF GRATE ELEVATION ..................................................................... TG
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
4455 GARAGE FINISH FLOOR ELEVATION ......................................................... GFF
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS EXISTING ELEVATION
BEEN CLEARED OF WEEDS, DEBRIS* TOPSOIL+ AND OTHER DELETERIOUS ...-.--•-----------•--••••••------------•---------•••-••---------------•--••• (91.70)
45
MATERIAL. FIRE HYDRANT LOCATION -----------------------"-------------.........._...------....----...... ---�
46 54 56
STREET LIGHT ----------- --- -- ------------••----.........------------------..... 0_ �
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL I5 TO BE PLACED. ------•-•••••• - ••••••
THE TERRAIN MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL 4T DIRECTION OF DRAINAGE FLOW ......................
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A """'"""•""-""•••--`•--""""""""""---"
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. " ....................................................... -
DEEPENED FOOTING (6' TYPICAL) ......
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 52 RETAINING WALL (BY SEPARATE PERMIT) ................................................
PERMANENT DRAINAGE STRUCTURES+ TEMPORARY DRAINAGE CONTROL SHOULD
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 5158
APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS
PROPERTIES. -------------------------------
r SEWER LATERAL LOCATION ............ . ..
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 49 59 WATER LATERAL AND WATER METER LOCATION ......................................
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE T MUST CONTINUE TO so ELECTRICAL TRANSFORMER ....................................................................
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES b 61 POWER LINE AND HANDHOLES .................................................................
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT b >"> ;
z
WW
---------------•----......------i2 TELE "-"----------ADJOINING PROPERTIES DURING GRADING OPERATIONS. +LOT GRATE ............ . m
13
63
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASTONE AND FIVE- LINE 4' MIN. W ~ ..................................................................................
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO E o BLOW OFF VALVE
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' I N 5 MIN. �W 64 MODELS ............................................................................................
VERTICAL HEIGHT. �'? AIR VALVE Q
TELEVISIONPLATFORM ......""------------•--....-•""----"---------------------•--------•------•
CD 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 0 4 MIN. 1 1
2�'�•
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED+ THE MAX
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN 21Y � ?
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED+ THE
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
X. Z�oMi� tr c EARTHWORK QUANTITES
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GRADED K . .:.;:
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA GRADED 6'MIN.--� LOT FG. N0. LOTS CY/LOT TOTAL
ICE PLANT AT 12N ON CENTERS OR ANOTHER APPROVED GROUND COVER.
SLOPES OVER 15' IN VERTICAL HEIGHT+ IN ADDITION TO GROUND COVER. LOT FG. T4 4 15 60
SHALL BE PLANTED WITH APPROVED TREES+ SHRUBS. OR COMBINATIONA-A T1 'rp 1PARKING LOT s0 a0
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS+ TREES, 20' ON SECTION ..................
CENTER; COMBINATIONS+ 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL NOT TO SCALE TOTAL 140 CY
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
PREVENTION DEVICES PER U-P-C. + CHAPTER 10.R.
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN 1,,4v PER FOOT FOR A MINIMUM OF 3 FEET. FG
PER PLAN
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
PERMITTED.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD FG _ �-
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. PER PLAN - + - �� - - 1Y• M1N-
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE INDICATES LOT NUMBER
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE I Gro 67 68 69 INDICATES FINISHED FLOOR ELEV.
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. , ti�a. I HP FF=100.0 FF=100.0 FF=100.0 FF=100.0 INDICATES PAD ELEV.
UPON REQUEST+ THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY I I PER PLAN PE=99.5 PE=99.5 PE=99.5 PE=99.5 INDICATES BUILDING TYPE
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ` ' ��• I 1 2R 3R 4R
DEEPENED
FS FOOTING I
PER PLAN 12.0/ AS REQUIRED
I FSM X .:::..
FG A F • •
PER PLAN PER PLAN 10'MIN (TYP) RIGHT OF WAY
PER PLAN
FG
5' MIN. 3 MIN. 1% MIN, J PER PLAN EXIST. CURB AND GUTTER
FG
PER PLAN
A BUILDING FOOTPRINTS
TYPICAL LOT GRADING DETAIL NOT TO SCALE
DIGA RT NOT TO SCALE
CASLD98-- 063GR
BEFORE 1 -,_100'
YOU DIG! F"ENGROERM COMI*M
1400`227-2600
3050 Chlaaga AvM1�M
UNDERGROUND SERVICE ALERT Cut 100
Calat least 2 working days prior to excavating. Rrwr:ta..Cal Iforn 1 a OM? f!0!1 7tt-OT07
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: pao�Ess� Designed by Drawn by Checked by .
k RECOMMENDED BY: DATE: Drawing No»
COUNTY OF R I VERS I DE B.M. T-29-81 y►IEHEL ,
EMC EH CITY OF T DEPARTMENT OF PUBLIC WORKS
Contractor
2-I/2• BRASS DISK IN CONCRETE CYLIMER. Horizontal Plans red Under Supervision Of
IN THE N.N. CORNER of THE INTERSECTION �► � No. 46604 _ � ACCEPTED BY: DATE: �
PLOT PLAN
OF RANCHO CALIFORNIA RD. WITH IdARGAR I TA 1'=10Q' Exp.6-30-99 ~Q� RONALD J. PARKS
RD. 1.0' EAST OFA 7.0' C.L. FENCE, 40' NORTH Date - DEPUTY DIRECTOR OF PUBLIC"-WORKS TRACT NO. 23371 5 MODEL COMPLEX
Inspector of P.P. (No Nuf�IBER) 94' NORTH of THE CENTER L I NE OF RANCHO CAL I BORN I A RD. SET F I BERGLASS VerticaIEDWARD MICHEL RAT)CAN 65-69 c Q
WITNESS POST 1.0 NEST OF MONLIMENT. l CIV 1�• LOTS V 5-V J
Data Cmp tt'd _ _I _ ATF A� x,1,091► R.C.E. No. 46804 Expires 6`30-"
ELEVAT ION 1125.4 10 (ADJ. 9-13-82) N/A R.C.E. No. 19744 Expires 9-30-01 Sheet 1 of 2
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CONSTRUCTION NOTES AND QUANTITIES
r PLACE 3" A.C. PAVEMENT OYER 69 TON
16.0,0' 4t AGGREGATE GATE BASE 48 CY '
���DM'Y � Q CONST. 6" A.C. BER14 PER CITY OF TEMECULA 255 LF
EN1NG STD. N0. 211
3Q CONSTRUCT P.C.C. SIDEMIALK PER CITY OF 108 SF DIG ALERT
TEMECULA STD. DMG. N0. 401
13 LF Tm
CALL SCALE: r= 20' L D 98 — 0 6 3 G R
BEFORE
YOU DIG! SCALE: 1'= 10'
1--840227--264U 20 0 20 40 � �K EW3WEERM COMMM
3050 Ch 1 Ce,1gD Avg»
UNDERGROUND SERVICE ALERT 10 0 10 20
Sults 100
allot least 2 working days prior to excavating, Rlvsrstoo.calla-nla
SEAL: Designed by
DATE BY REVISIONS DATE ACC'D BENCHMARK: Drawn by Checked by
CONSTRUCTION RECORD SCALE Drawing No.ESsrq� RECOMMENDED
COUNTY OF RIVERSIDE B.M.T-29-81 W,\CHEC EMR EH BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS
Contractor 2-1/2 BRASS DISK IN CONCRETE CYLINDER. Horizontal � r
IN THE RAS CORNER OF THE INTERSECTION � � No.46504 i � P repared Under Supervision Of .
99 OF RANCHO CALIFORNIA RD.WITH MARGARITA ACCEPTED BY: DATE.
Inspector RD.OF PP.NO NUMBER) 94CNORTHN E THENCENT R AS SHOWN Exp-6-30-99 Date �""'�� RONALD J. PARKS PRECISE GRADING PLAN
p LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MICR RATICAN DEPUTY DIRECTOR OF .PUBLIC WORKS _ TRACT NO. 23371-5 MODEL COMPLEX
Date Cmpit'd WITNESS POST 1.0 (NEST OF MONUMENT. sr,�Tf CIVI\•����r 46804 6-30-99
Expires 19744 Expires 9-30-01 : LOTS 5559 Sheet 2 of 2
ELEVATIONe 112ti.,10 (ADJ.9-13-82) N/A �" CALF R.C.E. No. R.C.E. NO.
/usr/pro,Jdete/r_grp/d_13212/212pgd4.dgn PLOT DATEt 12-JUN-1998 JN 13212