HomeMy WebLinkAboutUnit 2-6 - PreciseGrading18. DURI NG UGH G A 1 M OF'EFZAT s
FOR ALL F I LLS OVER 1' DEEP.
IF AN ELEVATION WITH RE5PECT TO AOJA
CENT GROUND SURFACE 19 .
MODELS
SITE PLAN &
PRECISE GRADING PLAN
-
GRADING
NOTES
F.S.
FINISH SURFACE
TEMECULA' S ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF
21. NO OBSTRUCTION OF FLOOD PLAW5 OR NA
1. ALL Q2AD I NG SHALL
CONFORM TO THE UVIFORM BUILDING CODE,
17. NO FILL SHALL BE PLACED ON EXtSTi
6RDUND UNTIL TH
AE NO.
-
26861 1
GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
F.F.
I
BENCHMARK T - 2 - 81 ELEV. = 1052.514
$� DESCRIPTION ON SHEET N0. 1
CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION
i
DATE
1
G -F.
CHAPTER 70. AS AMENDED
BY ORDINANCES 457.
GRDUND HAS BEEN CLEARED OF WEEDS
EBRI5, TOP501L,AND OTHER
PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM
2. MINIMUM BUILDING
PAD AND DRAINAGE SHALE SLOPE SHALL 8E =12.
DELETERIOUS MATERIAL.
1
CITY OF
T
DRAINAGE SWALES SHALL CICA MINIMUM O 0 F 2' DEEP AND BE
D A
RD R N
PCT1
R OR 0N
A ° '
10 I TD CbN3TRU
CONSTRUCTED A M I N I MUM OF 2' FROM THE TOP OF CUT OR F I LL OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINA6E CONTROL
SLOPES. 9NOULD BE PROVIDED TO PREVENT PONDI WATER AND DAMAGE TO ADJACENT PROPERTIES.
3. MAXIMUM CUT AND FILL SLOPE - 2.1. 19. ALL EXI5TING DRAINAGE COURSES ON THE PROJECT 51TE MUST CONTINUE TO
FUNCTION, ESPECIALLY DURING STORM COIN DITION5. PROTECTIVE MEASURE5
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQU I VALENT ALONG THE TOP AND TEMPORARY DRAINAGE PROVISIONS MU5T BE U5ED TO PROTECT
OF ALL FILL SLOPES OVER 5' HIGH. ADJOINING PROPERTIES DURING GRADING OPERATIONS.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 20 A REGISTERED CIVIL ENGINEER SHALL SJBMrT CERT IFI CATIO N OF
SOILS ENG I NEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN BUILDING PAD ELEVATIONS. WHERE 5PE IFIC ELEVATIONS ARE REQUIRED,
PROPERLY PLACED AND WHO SHALL SUBMIT A F I NAL COMPACTION REPORT THE ELEVATION (WITH RESPECT TO MEA SEA LEVEL) SHALL BE GIVEN
Underground 8ervlce Alert
Call- TOLL FREE
1-800
422-4133
TVM wORRllrO DAYS WFORE YOU M
3�
2
PAD = 52.5
FF =53.0 h
h
O
0
LrFS2.S
TYPICAL LOT GRAD/NG
SCALE.' /" - 20'
VICINITY MAP
INDEX MAP
SCALE: 1' = 100'
V
2
LEGEND
FOR ALL F I LLS OVER 1' DEEP.
IF AN ELEVATION WITH RE5PECT TO AOJA
CENT GROUND SURFACE 19 .
F.G.
FINISH GRADE
REQUIRED, T14E ACTUAL DISTANCE ABOVE TH
FADJACENT GROUND 5HALL BE GIVEN.
6.
A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF
F.S.
FINISH SURFACE
TEMECULA' S ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF
21. NO OBSTRUCTION OF FLOOD PLAW5 OR NA
RAL WATER COUR5E5 SHALL
999.
COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED
BE PERMITTED
_
(�
FILE NO.
GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
F.F.
I
BENCHMARK T - 2 - 81 ELEV. = 1052.514
$� DESCRIPTION ON SHEET N0. 1
CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION
i
DATE
1
G -F.
OF CUT FILL SLOPES.
DESIGNED BY DRAWN BY CHECKE BY
7.
PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM
FLOWS, ALONG TOP CUT OF SLOPE.
1
8.
FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
THAN ONE FOOT.
9.
ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS
OF THE SOILS REPORTS BY GEOSOILS, INC., DATED OCTOBER 17, 1989,
MARCH 6, 1990 AND JULY 1, 1991. TWO SETS OF THE FINAL
COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
1
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE
Z)
IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY
O
SOILS REPORT.
I to
10.
THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT
LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
01
DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR
TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
PHONE: ( 714) 694400
11.
CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND
I
FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT
SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE
SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH
TYPE .,C.. MRB PER
RIMRJIAlE
ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF F I NAL INSPECTION.
CO. STD. /V0. ZOZ
1
12.
DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED
METHODS.
I
13.
FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
NOT LESS THAN 1/2• PER FOOT FOR A MINIMUM OF 3 FEET.
I
14.
ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
15.
PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12, THE
DEVELOPER SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES.
16.
APPROVAL OF TI -ESE PLANS BY THE CITY OR ITS AGENTS DOES NOT
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY
FOR THE 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.
Underground 8ervlce Alert
Call- TOLL FREE
1-800
422-4133
TVM wORRllrO DAYS WFORE YOU M
3�
2
PAD = 52.5
FF =53.0 h
h
O
0
LrFS2.S
TYPICAL LOT GRAD/NG
SCALE.' /" - 20'
VICINITY MAP
INDEX MAP
SCALE: 1' = 100'
V
2
LEGEND
OWNER/DEVELOPER
PRESLEY OF SAN DIEGO
15090 AVENUE OF SCIENCE
SUITE 201
SAN DIEGO, CA. 92128
619/451-6300
SOILS ENGINEER
GEO-SOILS, INC.
5741 PALMER WAY
CARLSBAD, CA. 92008
619/438-3155
SOURCE OF TOPO:
SAN LO AERIAL SURVEYS
4875 VIEWRIDGE AVENUE
SAN 'DIEGO, CA. 92123-1867
619/565-1024
DIRECTION OF DRAINAGE
CONCRETE WALKWAY
TRAP FENCE
LEGAL DESCRIPTION
A PORTION OF PARCEL 2 OF PARCEL MAP NO. 18993, RECORDED IN BOOK
134, PAGES 13 THROUGH 18 OF PARCEL MAPS. IN RIVERSIDE COUNTY,
CALIFORNIA.
ENGINEER'S NOTE
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH
OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER
LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR
THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
BENCHMARK DESCRIPTION r
ELEVATION: 1052.514 DATE 9-13-82
RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 ! 1/2- BRASS DISK
IN CONCRETE CYLINDER. 3.4 MILES SOUTHWESTERN ON HWY. 79 FROM THE
INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. AT
SOUTHWEST CORDER OF THE INTERSECTION ON HWY. 79 AND MARGARITA ROAD.
109' SOUTH OF THE STREET CENTER LINE OF HWY. 79 AT THE NORTHEAST
FENCE CORNER OF 6' CHAIN LINK FENCE AROUND WELL SITE. 9' SOUTH AND
2' EAST OF NORTHEAST FENCE CORNER.
T.B.
TOP OF BERM
SEAL carr
F.G.
FINISH GRADE
/�
C R O 13 B Y Engineers • Planners Surveyors
MEAD 5650 El Camino Real, Suite 200
BENTON Carlsbad, California 92008
& ASSOCIATE (619) 438 - 1210
TRACT NO 26861 - 1
CITY OFTEMECULA
MODELS SITE PLAN
PRECISE GRADING PLAN
TITLE SHEET
SHEET NO.
1
2
F.S.
FINISH SURFACE
3CR
MODEL DESIGNATOR
1
999.
FINISH PAD ELEVATION
.l
FILE NO.
DATE BY BARK APPR. DATE
F.F.
FINISH FLOOR ELEVATION
BENCHMARK T - 2 - 81 ELEV. = 1052.514
$� DESCRIPTION ON SHEET N0. 1
ENGINEER REVISIONS CITY
i
DATE
ALEXANDER W. 030958 HART
M. DATE ��-�
G -F.
GARAGE FLOOR ELEVATION
OWNER/DEVELOPER
PRESLEY OF SAN DIEGO
15090 AVENUE OF SCIENCE
SUITE 201
SAN DIEGO, CA. 92128
619/451-6300
SOILS ENGINEER
GEO-SOILS, INC.
5741 PALMER WAY
CARLSBAD, CA. 92008
619/438-3155
SOURCE OF TOPO:
SAN LO AERIAL SURVEYS
4875 VIEWRIDGE AVENUE
SAN 'DIEGO, CA. 92123-1867
619/565-1024
DIRECTION OF DRAINAGE
CONCRETE WALKWAY
TRAP FENCE
LEGAL DESCRIPTION
A PORTION OF PARCEL 2 OF PARCEL MAP NO. 18993, RECORDED IN BOOK
134, PAGES 13 THROUGH 18 OF PARCEL MAPS. IN RIVERSIDE COUNTY,
CALIFORNIA.
ENGINEER'S NOTE
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH
OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER
LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR
THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
BENCHMARK DESCRIPTION r
ELEVATION: 1052.514 DATE 9-13-82
RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 ! 1/2- BRASS DISK
IN CONCRETE CYLINDER. 3.4 MILES SOUTHWESTERN ON HWY. 79 FROM THE
INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. AT
SOUTHWEST CORDER OF THE INTERSECTION ON HWY. 79 AND MARGARITA ROAD.
109' SOUTH OF THE STREET CENTER LINE OF HWY. 79 AT THE NORTHEAST
FENCE CORNER OF 6' CHAIN LINK FENCE AROUND WELL SITE. 9' SOUTH AND
2' EAST OF NORTHEAST FENCE CORNER.
' nLEWAVE: OVC'XM*f5
•
RECOMMENDED FOR
APPROVAL
SEAL carr
SEA--
QROF N'�!
O
`9� =
Q �""
I+o 3o9Se
Exp. 3-31-92
sl C'V l `�
elf Of Ai, '
APPROVED BY ATE 1431(4_
DOUGLAS M. STNART, DEPUTY CITY ENQNEER, CITY OF TEMECULA
R.C.E. NO 37254 EXP. DANE 6-30-92
/�
C R O 13 B Y Engineers • Planners Surveyors
MEAD 5650 El Camino Real, Suite 200
BENTON Carlsbad, California 92008
& ASSOCIATE (619) 438 - 1210
TRACT NO 26861 - 1
CITY OFTEMECULA
MODELS SITE PLAN
PRECISE GRADING PLAN
TITLE SHEET
SHEET NO.
1
2
DATE
ioUgER4RfDU/!'DERTNfSUPL�RY/S/ONOF: DAA 0-5-91
A.L
7,. prlvats engineer signing thaw plans in rewonsbl. ,or a��Q the accuracy
iond city approval oryof the design during con ctl� • prhvte emos.r A" Me ovemt of �d bs rsspenancim�s orr
far dst•rminlnp an xesptable solution and rwvfn%9 the plans for apprvvaf by
the city
FILE NO.
DATE BY BARK APPR. DATE
CHECKED BY
SCALE
AS SHOWN
BENCHMARK T - 2 - 81 ELEV. = 1052.514
$� DESCRIPTION ON SHEET N0. 1
ENGINEER REVISIONS CITY
i
DATE
ALEXANDER W. 030958 HART
M. DATE ��-�
[DATE O - 5.9/
FOR W.O.
DESIGNED BY DRAWN BY CHECKE BY
' nLEWAVE: OVC'XM*f5
•
C o U N r R Y
UQ
=1054' 53" R=1600. 00' L =304. 80'
B '
9
99
15 ; 16 -
I
.
I
'I
I
I
I
I
I
I
WA Y
GIL E
A=17' 21 `41 " R.=1600. 00'
_ L _ L _484. 82 ,
99.17 — 5
6'3243 W 6
N2 Ij _ 4
.r`
,
RIW q 4
h�
lf A-
FF 52.8 q
.9
NP HP � 2 Cr2FF 53.0e g �
3 FF 52 A o —,
�2- h 28 `�
GF
(F 52.1 0 52.1
GF 525 ��� in
Ln -
,,_,TYPE "'C"cvRB . c. V
17CLO
014112YO-1,
`a .LURE MIM "C.. crIR9 -
LOT 2
REC. AREA
v
r
10
1 I � I 1051.0 J I9 I I 1050.7 J ' 1050.1 � �r2 1 'r.; 1
II I 1030.E � I
o I 1051. � I � I I �0-0JI
LT -.1- --LT-
;a
cel
L ANEW
9
20 J'
..............................................I .
� � _�►-� �--�`-'i �-�`i �-moi �---�` i ,.L-�Li T
1050.9 I I I I 1�O- I � �� '
13 � � �oso.a � � 29 � I --II ioso o�
� �1. � L � — J ( � 1 0 �� — J J t 050. I
L32L230 8 _ J� L27 _ J�
134 — J I \ ----------------------------------------------------- Z-07--
r�
FINISH FL00,
Mole
0.50'
MAISMUCRON AWES:
0 conrsmcr 2w.4. c. area cawperm Ar, ror,
Ocv/wTRar6 ,4c. DfA7w. lww RNrwl, wr
CWNry .SYO. MO. ?/2.
Ocays7vilcr t`P. KC. s1zePyAzA- zlAwR
OR.4/N.
(?),da -W-00100- R-5-00'.1-785-
Underground
Ca5.00"La7.d5'
Underground 8ervlcs Alert
PAD E[ET/oiV �
YA
�E[EVi9T/oiv
P�90
2
�
SECTION A -A
Call TOLL FREE
NO SCA L E
1-800
422-4133 -
..
PL A CE-
o
20 40 60
so ,
TWO WORKMO DAYS BEFORE YOU Db
! tSCA
_jw
SCALE:
LE. 1 . sc 20'
RECOMMENDED FOR
APPROVAL
SEAL omy
SEpF Essio
APPROVED BY DATE 4�
C R 0 8 B Y Engineers • Planners Surveyors
sir NO.
�o o�R w IRP' %
TRACT NO.
26861 — 1
7&��
�+jC�
MEAD 5650 El Camino Real, Suite 200
CITY OF
TEMECULA
2
Q X2
arm EXP. DATE !a
B E NT ON Carlsbad, California 9200e
Na 30958
MODELS
PLOT PLAN
2
Exp. 3-31-92
P�PEWEOMMR 7YESL/PrffPZ5/OA1ac: DATE alp
sC �eeoCl�Tae (619) 438 — 1210
at�rrs.
nra prrwts wrgfheer algrrhg these plana a raeponslb/s for aaaurhg the accuracy
DATE
* *
PRECISE GRADING
PLAN
r�a.E Mo.
and occeptobOlty of the dssf rr hereon. M the event of d/xrepandea - hibig aft
DATE BY MARK
APPR DATE
CWCKED BY
sr,/l C IV I l
SCALE �
1 = 20
BENCHMARK T - 2 - Si ELEV. _ os2.s� 4
city approval or during con,trvctton, the private engineer strap be responsible
for datermhhg an acceptable volution and rndshg the plana for approved by
FNGPI EER REV1310N8
CITY
DATE
��►�
f OF CA``�O
ATE
SEE DESCRIPTION ON SHEET NO. I
FOR
W.O.
the city
DE8KP*D BY DRAWN BY
CMCK BY
RCi N0. �Sl QR DATE 3-31-�
8'S•91
'I - t I plim"s COO7t11EaM.
III