HomeMy WebLinkAboutUnit 35-64 Precise Grading5'
M
6.5' 21.5'
S' 16-0' 16.0 , 5'
MST
SURFACE O•�
2
LEVEL CUT
1.5' ROUGH GRADE UNE
TYPICAL SECTION
PRIVATE STREETS
NO SCALE
r
PER R/t4ERSWE COC/JV7Y '
.STA,Va4,?O N0. 202.
Underground Service Alert
Cali TOLL FREE
1 -Boo
422-4133
Two wOpI1NlIS DAYS SOW YOU D10
VICINITY MAP
3-/9-92 BCW 4 REVISIONS MADE TD 5H1E7 03 -14
it -G -9z I Lw I 12\Rfvis i ys To ^vo swAz.- ECEr. SHEET W3
The private a pileer -fp hit breve prams w revpe A64 for osw.rrYrp the arenrocy
and occeptablllty o/ the desi¢r hereon. In the event of dhresrpanciee arlsAtg am DATE BY MARK
city approvd or during construction, the prhmte anyhow shd/ be raponstble
/or determ/nhrp ar occWtoble solution and revising the piers /or approval by ENGINEER
the city. DESIGNED BY
REVISIONS
DRAWN BY
I
PRECISE GRADING PLAN - PLOT PLAN
TRACT N0. 26861 - 2
CITY OF TEMECULA
G� EN WAY
COUNTRY
- UNM 1
RECOMMENDED FOR SEAL CITY
APPROVAL
DATE
APPR. DATE CHECKED BY
CITY
BY DATE
INDEX MAP
SCALE: 1" - 100'
EARTHWORK QUANTITIES
_RAW CUT --------- l__ 0 C.Y:
RAW FILL -------------41,400 C.Y,
LEGAL DESCRIPTION
A PORTION OF PARCEL 2 OF PARCEL MAP NO. 18993, RECOI'M IN BOOK
•
v LEGEND
134, PAGES 13 THROUGH 18 OF PARCEL MAPS. IN R I VERS I DE COUNTY.
CALIFORNIA.
15090 AVENUE OF SCIENCE
w
T.C.
1
Engineers • Planners Surveyors
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
rL
FLOWN UNE
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
V
FINISH SURFACE
SOILS ENGINEER
DEFEND • I NDM I FY AND "°`° THE OWNER AND THE ENG I "EER HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE
'
EET
f
UNIT 214
�
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
E.P.
Q
5741 PALMER WAY
S.V489MR
SHEET 3 �'--
OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL. _._ -
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER"
619/438-3155
3
I
�s o
i J
SOURCE OF TOPO:
RECOMMENDED FOR SEAL CITY
APPROVAL
DATE
APPR. DATE CHECKED BY
CITY
BY DATE
INDEX MAP
SCALE: 1" - 100'
EARTHWORK QUANTITIES
_RAW CUT --------- l__ 0 C.Y:
RAW FILL -------------41,400 C.Y,
D. F. OEEPENED FOOTlw
.1JTIlA11Mff14Ma t f�AIt V7 AIV0 bT& ,
j
THE ENG/NEER PREPAR//V6 THESE PlA/14!7 IY/LL 427T AWP
RESPoNS/DLE Faf, OR L/ABLE ft3P,1&..4UTf/O,1P/IEO aIA40VT
7V OR 1/SES OF THESE M fVS. ALL CHANGES 7b Tllf PE.44-S
,N[lST .BE /IV PrR177H6 AND A/!/.ST QE APPAUvFO QY 7We'
PREPARER OF THESE AEAAeS'.
OWNER/DEVELOPER
LEGAL DESCRIPTION
A PORTION OF PARCEL 2 OF PARCEL MAP NO. 18993, RECOI'M IN BOOK
•
v LEGEND
134, PAGES 13 THROUGH 18 OF PARCEL MAPS. IN R I VERS I DE COUNTY.
CALIFORNIA.
15090 AVENUE OF SCIENCE
w
T.C.
TOP OF CURB
Engineers • Planners Surveyors
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
rL
FLOWN UNE
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
F.S.
FINISH SURFACE
SOILS ENGINEER
DEFEND • I NDM I FY AND "°`° THE OWNER AND THE ENG I "EER HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE
'
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
t
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
E.P.
EDGE OF PAVEMENT
5741 PALMER WAY
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A D I L I GENT SEARCH
CARLSBAD, CA. 92008
OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL. _._ -
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER"
619/438-3155
L I NES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONS I BLE FOR
PAD
FINISH PAD ELEVATION
SOURCE OF TOPO:
BENCHMARK DESCRIPTION
ELEVATION: 1052.514 DATE. 9-13-82
sl4l Civic ��►��
f
RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 t 1/2' BRASS DISK
SAN LO AERIAL SURVEYS
VIEWRIDGE AVENUE
IN CONCRETE CYLINDER. 3.4 M I LES S0U7WFA57FRLY ON HWY . 79 FROM THE
INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. JA4875
SOUTHWEST CORNER of THE INTERSECTION OF HWY. 79 AND MARGARROAD.
F.F.
FINISH FLOOR ELEVATION
W.O.
OJ CAL1EO ALEXANDER W. UROUHAR
E r r "A 30958 rr* a:♦r 3-31-96
G.F.
GARAGE FLOOR ELEVATION
DATE S• d• 9l
DIRECTION OF DRAINAGE
1050
PROPOSED CONTOUR
21 SLOPE (UNLESS OTHER"SE
SHOWN)
D. F. OEEPENED FOOTlw
.1JTIlA11Mff14Ma t f�AIt V7 AIV0 bT& ,
j
THE ENG/NEER PREPAR//V6 THESE PlA/14!7 IY/LL 427T AWP
RESPoNS/DLE Faf, OR L/ABLE ft3P,1&..4UTf/O,1P/IEO aIA40VT
7V OR 1/SES OF THESE M fVS. ALL CHANGES 7b Tllf PE.44-S
,N[lST .BE /IV PrR177H6 AND A/!/.ST QE APPAUvFO QY 7We'
PREPARER OF THESE AEAAeS'.
OWNER/DEVELOPER
LEGAL DESCRIPTION
A PORTION OF PARCEL 2 OF PARCEL MAP NO. 18993, RECOI'M IN BOOK
PRESLEY OF SAN DIEGO
134, PAGES 13 THROUGH 18 OF PARCEL MAPS. IN R I VERS I DE COUNTY.
CALIFORNIA.
15090 AVENUE OF SCIENCE
EA 1`� � ., __ � ' s�
SUITE 201
SAN DIEGO, CA. 92128
619/451-6300
ENGINEER'S NOTE
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND Cb+PLETE
Engineers • Planners Surveyors
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
26861 — 2
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
E A D
BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
SOILS ENGINEER
DEFEND • I NDM I FY AND "°`° THE OWNER AND THE ENG I "EER HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE
'
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
DOUGLAS M. TEWART,�urYcirrntcyn►�►
R.c.E. no 37254 EXp, DATE 6-30-9t
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
GEO—SOILS, INC.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
5741 PALMER WAY
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A D I L I GENT SEARCH
CARLSBAD, CA. 92008
OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL. _._ -
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER"
619/438-3155
L I NES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONS I BLE FOR
(619) 438 — 1210
THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
SOURCE OF TOPO:
BENCHMARK DESCRIPTION
ELEVATION: 1052.514 DATE. 9-13-82
sl4l Civic ��►��
f
RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 t 1/2' BRASS DISK
SAN LO AERIAL SURVEYS
VIEWRIDGE AVENUE
IN CONCRETE CYLINDER. 3.4 M I LES S0U7WFA57FRLY ON HWY . 79 FROM THE
INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. JA4875
SOUTHWEST CORNER of THE INTERSECTION OF HWY. 79 AND MARGARROAD.
SAN DIEGO, CA. 92123-1867
619/565-1024
t09 * SOUTH OF TIE STRETEET CENR L I NE OF HMY. 79 AT THE NORAST
FENCE CORNER OF C CHAIN LING FENCE AROUND WELL SITE. 9' SOUTH AND
2' EAST OF NORTHEAST FENCE CORNER.
J.N. 225 - 25 D
n ENAMF: O'MC2MI
-ii
EA 1`� � ., __ � ' s�
APPROVED BY: DATE Z
C R O 13 B Y
Engineers • Planners Surveyors
TRACT NO.
26861 — 2
SHEET NO.
V614*V&IK
E A D
5650 El Camino Rent, Suite 200
CITY OF
TEMECULA
'
�'� m
� Q 3D958 7p
DOUGLAS M. TEWART,�urYcirrntcyn►�►
R.c.E. no 37254 EXp, DATE 6-30-9t
BENTON
Carlsbad, Californias 9zooe
PLOT
PLAN
ho
Exp. 3-31-9G
P,eEA1REDUNL�-7PTNESUPERY/SIDWOF: pA� i I q
6C �seOCI�1'�®
(619) 438 — 1210
PRECISE GRADING PLAI�\,
tw A s".
"`E "°•
sl4l Civic ��►��
f
TITLE SHEET
SCALE AS SNOwN
BENCHMARK T - 2 - 81 ELEV. - 1052.514
FOR
W.O.
OJ CAL1EO ALEXANDER W. UROUHAR
E r r "A 30958 rr* a:♦r 3-31-96
SEE DESCRIPTION ON 77es SKEET
DATE S• d• 9l
J.N. 225 - 25 D
n ENAMF: O'MC2MI
-ii
GENERAL NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE
PROPOSED WORK AREA AND RELOCATION COSTS OF ALL EXISTING
UTILITIES. PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION
SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
PHONE: (714) 694-6400
2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO
COUNTY STANDARD NO. 816.
3. ALL WORK SHALL CONFORM TO THE REQU I RELENTS OF THE R I VERS I DE
COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND
SPECIFICATIONS, DATED °r
SUBSEQUENT AMENDMENTS. ak COUNTY ORDINANCE No. 461 AND
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED
BY RIVERSIDE COUNTY ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS
ONLY).
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR
TO APPLY TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT FOR
AN ENICROA01MENT PERMIT FOR ALL WORK ON EXISTING CITY
MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF
DEDICATION FOR PUBLIC USE.
6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE
PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED
TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE.
7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND
CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 208 AND/OR NO.
207, AS DIRECTED IN THE FIELD.
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR
TO APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS)
FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE
STATE RIGHT-OF-WAY.
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOILS TESTS SHALL
BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET
SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS
ARE ENCOUNTERED.
10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN
FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT
SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER
SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37,
39 AND 94 OF THE STATE STANDARD SPECIFICATIONS.
•11. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADESIN EXCESS'OF TEN
PERCENT.
12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460.53.
13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPROVED STREET LIGHTING PLAN.
14. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS
RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE
AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT,
INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE
STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX.
15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE
INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT
SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN
THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL
REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING
ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY 'STANDARDS
RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS"
DATED JANUARY 1989.
16. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12. THE
DEVELOPER SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES.
17. APPROVAL OF THESE 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 Semite Alert
CO- TOLL FREE
it -goo
422-4133
Two WORK11MA DA" sOMM You M
GRADING NOTES
1.
ALL GRADING SHALL CONFORM TO THE UV
FORM BUILDING CODE,
CHAPTER 70, AS AMENDED BY ORDINANCE
457.
2.
MINIMUM BUILDING PAD AND DRAINAGE
ALE SLOPE SHALL BE =1x.
DRAINAGE SWALES SHALL BE A MINIMUM
0.2' DEEP AND BE
CONSTRUCTED A MINIMUM OF 2' FROM
TOP OF CUT OR FILL
SLOPES.
3.
MAXIMUM CUT AND FILL SLOPE - 2:1.
4.
PROVIDE 5' WIDE BY 1' HIGH BERM OR
EQUIVALENT ALONG THE TOP
OF ALL FILL SLOPES OVER 5' HIGH.
5.
ALL GRADING SHALL BE DONE UNDER THE
SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY TH
T ALL FILL HAS BEEN
PROPERLY PLACED AND WHO SHALL SUBMI
A FINAL COMPACTION REPORT
FOR ALL FILLS OVER 1' DEEP.
6.
A REGISTERED CIVIL ENGINEER SHALL S4MIT
TO THE CITY OF
TEMECULA'S ENGINEERING DEPARTMENT
ITTEN CERTIFICATION OF
COMPLETION OF ROUGH GRADING IN ACC
DANCE WITH THE APPROVED
GRADING PLAN PRIOR TO ISSUANCE OF T
BUILDING PERMIT.
CERTIFICATION SHALL BE TO LINE, GRA
E, ELEVATION AND LOCATION
OF CUT AND FILL SLOPES.
7.
PROVIDE A BROW DITCH. DESIGNED TO HANDLE
100 YR. Q STORM
FLOWS, ALONG TOP OF Wr SLOPE.
8.
FINAL COMPACTION REPORT WILL BE REQUIRED
FOR ALL FILLS GREATER
THAN ONE FOOT.
9.
ALL GRADING SHALL BE DONE IN
ANCE WITH RECOMMENDATIONS
OF THE PRELIMINARY SOILS INVEST'GAT
ON BY GEOSOILS. INC.
DATED MARCH 6, 1990 . TW
SETS OF THE FINAL
COMPACTION REPORT SHALL BE SUBMI
TO THE ENGINEERING
DEPARTMENT WHICH SHALL INCLUDE F
ATION DESIGN
RECOMMENDATIONS AND CERTIFICATION T
T GRADING HAS BEEN DONE
IN CONFORMANCE WITH THE RECOMMENDAT
DNS OF THE PRELIMINARY
SOILS REPORT.
10.
THE CONTRACTOR SHALL NOTIFY THE ENG
NEERING DEPARTMENT AT
LEAST 24 HOURS IN ADVANCE REQUESTI
FINISH LOT GRADE AND
DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR
TO BUILDING PERMIT FINAL INSPECTION
FOR EACH LOT.
PHONE: ( 714) 694-6400
11.
CUT SLOPES EQUAL TO OR GREATER THAN
5' IN VERTICAL HEIGHT AND
FILL SLOPES EQUAL TO OR GREATER THA
3' IN VERTICAL HEIGHT
SHALL BE PLANTED WITH GRASS OR GRO
COVER TO PROTECT THE
SLOPE FROM EROSION AND INSTABILITY
N ACCORDANCE WITH
ORDINANCE NO. 457 PRIOR TO THE APPR
VAL OF FINAL INSPECTION.
12.
NO FILL SHALL BE PLACED ON EXISTING
GROUND UNTIL THE GROUND
HAS BEEN CLEARED OF WEEDS, DEBRIS,
oPSOIL, AND OTHER
DELETERIOUS MATERIAL.
13.
IF STEEP SLOPING TERRAIN OCCURS UP014
WHICH FILL IS TO BE
PLACED, IT MUST BE CLEARED, KEYED,
ND BENCHED INTO FIRM
NATURAL SOIL FOR FULL SUPPORT. PR
ARATION SHALL BE APPROVED
BY A REGISTERED ENGINEER PRIOR TO P-ACEMENT
OF FILL MATERIAL.
14.
DURING ROUGH GRADING OPERATIONS AND
PRIOR TO CONSTRUCTION OF
PERMANENT DRAINAGE STRUCTURES TEMPO
ARY DRAINAGE CONTROL
SHOULD BE PROVIDED TO PREVENT PONDI
G WATER AND DAMAGE TO
ADJACENT PROPERTIES.
15.
DUST SHALL BE CONTROLLED BY WATERT
OR OTHER APPROVED
METHODS.
16.
ALL EXISTING DRAINAGE COURSES ON THr.
PROJECT SITE MUST
CONTINUE TO FUNCTION, ESPECIALLYINC
STORM CONDITIONS.
PROTECTIVE MEASURES AND TEMPORARY
AINAGE PROVISIONS MUST BE
USED TO PROTECT ADJOINING PROPERTIE
DURING GRADING
OPERATIONS.
17.
STABILITY CALCULATIONS WITH A FACT
OF AT LEAST ONE AND FIVE -
TENTHS (1.5) SHALL BE SUBMITTED BY
SOILS ENGINEER TO THE
ENGINEERING DEPARTMENT FOR CUT AND
ILL SLOPES OVER 30' IN
VERTICAL HEIGHT.
18.
A REGISTERED CIVIL ENGINEER OR LICE
60 LAND SURVEYOR SHALL
SUBMIT CERTIFICATION OF BUILDING PA
ELEVATION. WHERE
SPECIFIC ELEVATIONS ARE REQUIRED, TIE
ELEVATION (WITH RESPECT
TO MEAN SEA LEVEL) SHALL BE GIVEN.
IF AN ELEVATION WITH
RESPECT TO ADJACENT GROUND SURFACE
S REQUIRED, THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND
BE GIVEN.
19.
EROSION CONTROL. ALL GRADED SLOPES
SHALL BE PLANTED WITH
ROSEA ICE PLANT AT 12* ON CENTERS OZ
ANOTHER APPROVED GROUND
COVER. SLOPES OVER 15' IN VERTICAL
HEIGHT, IN ADDITION TO
GROUND COVER, SHALL BE PLANTED WITH
APPROVED TREES, SHRUBS,
OR COMBINATION THEREOF. SHRUBS SHA
-L BE PLANTED AT 10' ON
CENTERS; TREES, 20' ON CENTERS;COMB
NATIONS, 15' ON CENTERS.
SLOPES OVER 4' IN VERTICAL HEIGHT
ALL HAVE PERMANENT
IRRIGATION SYSTEMS WITH BACKFLOW PR
VENTION DEVICES PER
U.P.C.; CHAPTER 10.R.
20.
FINISH GRADE SHALL BE SLOPED AWAY FZOM
ALL EXTERIOR WALLS AT
NOT LESS THAN 1/2" PER FOOT FOR A M
NIMUM OF 3 FEET.
21.
NO OBSTRUCTION OF FLOOD PLAINS OR N
TUBAL WATER COURSES SHALL
BE PERMITTED.
22.
ALL PROPERTY CORNERS SHALL BE CLEA
Y DELINEATED IN THE FIELD
PRIOR TO COMMENCEMENT OF ANY CONS
TION/GRADING.
23.
PURSUANT TO THE CITY OF TEMECULA
INANCE NO. 90-12, THE
DEVELOPER SHALL INSTALL ALL REQUIRE)
CABLE TV FACILITIES.
24.
APPROVAL OF THESE PLANS BY THE CITY
OR iTS AGENTS DOES NOT
RELIEVE THE APPLICANT AND HIS ENGIN--ER
FROM THE RESPONSIBILITY
FOR THE CORRECTION OF ERRORS OR OMI
SIGNS DISCOVERED DURING
CONSTRUCTION. UPON REQUEST, THEA
ROPRIATE PLAN REVISIONS
SHALL BE PROMPTLY SUBMITTED TO THE
ITY ENGINEER FOR REVIEW
AND APPROVAL.
the pr/w a4ping Me" plans b r•aponsWe for omsw g Me aceuracy
and occaptabOlty of the dmw4i hwvm. it the vvwt of dhes m7dw arishty DATE I BY MARK APPA.
dty approvd or dumhg constructlon, the prhvte angllrow shd/ be reapon�le ENGINEER REVISIONS CITY
for detwmk?Mrg an occyptobfe eolutAm and revislhg the pians for approvd by
the ehx DESIGNED BY DRAWN BY CHECKED BY
RECOMMENDED FOR I SEAL Cm
APPROVAL
DATE
CHECKED BY
DATE
iTJdl. v fZ&W
ago
PAD &114#770#
/D'
SWIM. (TYP. )
5'
3' M!N
NO SCAZE
�FIANSH FLOOR
PAD ELEYR 770N
/ / / ?•/ I
~AMAW77fir
NO SCA L E
joRMS
A , /7 6", -441 1 ,
►• `' - Vier
RS :O'
PLAN I �-
S/. Z I o
PAD = 51.2 H. P
FF = 51.7
PLAN 2
PAD = 51.4
4' 7YP. h FF = 51.9 H
'JAo?f#
cl
in
0 0
� 51.L GF = 51.4
s
�0
TYPICAL LOT GRADING
SCALE: I = 20'
lS-O"
PLAN 3
PAD a 51.6 N
y1 FF = 52.1 ti
3' MIN.
Q
--- Z h
• o
o
GF = 51.6
M
o �
� � M
SE �K'J -.' ;�,ti- APPROVED BY, DATE L TRACT N0. 26861 - 2 SHEET NO
V. ���G eel CRO 8 B Y Engineers m Planners • Surveyors
C7 ,L��MEAD 5650 El Camino Real, Suite 200 CITY OF TEMECULA 2
� � p Roucu�M.�T54ART,o�urrnn'�r�,ur►'� 0-92 BENTON PLOTPLAN
JIla 30'958 Carlsbad, California 92008
Exp. 3-31-96 RAREDUNDr77WESURFiPVt 10#0F: DAA 13 &.aaOCi.TZa (619) 438 - 1210 PRECISE GRADING PLAN 4:.
A -4tl� NOTES & DETAILS FILE NO.
fr,�r CIVit SCALE : BENCHMARK T - 2 - 81 ELEV. 1052.514
f OF CA�1E� ALEXANDER W. URQUHART FOR W.O.
It_C_E_ No_ 30958 �- nkTr 3-31-96DATE: 6 . /B. ,9/ SEE DESCRIPTION ON SHEET N0. 1
J.N. 225 - 25 D
16
N,
1 Ilk, 0 1 f
� o
`0
V- g. --�-
3S 3 3 5
O 42 40 P
4 PAD s 49.8 41 PA D 49.T 3 9 PAD = 48.6 37 P = 4� 2 FF s 48.5
\ P D = 49 _.9 FF 50.3 PAD = 49.3 FF 49.6 RAD =48.8 FF -49.1 _ PAD = 48.3 F ar 48.7
\ F = 50.4 FF =49.8 FF =49.3 FF =48.8 Q "
_ 28R3CR 2BR 3AR 2CR 3 2 AR 3CR I8
OF a 499 G F:' 49 G F= 49.3 OF 19.1 OF t 49.9 F: 48.6 G F_ 48.3 G F s 4,9 G:� Vb
ZIR
\ h L �
N
a !
It
�
1
o �
e
O �
1
I I W
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ft '" h !� ti
�\
3 f' .4 JA
SNBURY 4� �g. oe� �L C'E Ct`
01 5 ,�-F `v
I
-- 4$2
v
` GF='50.4 G
G e 50.1 = 49.6 GF= 49.a F a 48.9 GF :48.8 GF _ GF c GF - 47g- 48.4
I 3BR C -- rA 2B -- 33 2C 3A 1C
I IS I I AD .1 PAD= k- PAD= 48 4 " Q
I I I I L g, 50.6 ro FF= 50.0 p FF - 48.9 ^ e'
I y . PAD=50.4 _48.8 PAD= 48.2 r .
I FF=5 F�= FF=48.7
5 PAD= 49.6 4 9 D=48.9 4 6 PAD -479
I L - _ .J I I � 2 FF -50.1 h F .4 k FF = 48.4
- I L_ _ I ,�� �.� 47 45 o
L --.J �� 50 �- 48 -
J.
o 44
O�
Q)
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3-19-92 LW t REV/SE SWRLF- A 04 AMOVEL EXTER/OR RECOMMENDED FOR SEAL err SE l APPROVE 6Y DATE ?3�
ELEr. CD DE• _ .. - _ - APPROVAL } �J `tel R O Engineers • Planners Surveyors SHEET No.
O LW. i5k REVlsem0ELe mos-wlzrANOREV/s ��0�� v� /, �y�, AN0 DEEPENED FOOMSS h �4 MEAD 5650 El Camino Real, Suite 200 TRACT NO. 26861 - 2
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Carlsbad, California 92008
W � x � �.C.�. W. 37254 �. DATE 6-30-92 _ PLOT PLAN �. 4
a` xp,' 3 31-9 P1QfP,4RE0 UNDf�P T,UE 51/Pf�?�/S/ON OF.
the private an9ln... ai/9ni+o the" plans !r rsepons�bls for a.e�,rfi►� the ar�vrocy DATE *
Exp,'3-31-99 * DATE � 8C �a90CIiT�s (619) 438 1210 �•
and oeceptabAlty of the Assign herson_ An the event of dFmc, .pancies arf 9 aft DATE BY MARK APPR DATE GWICKED BY s .!' al •CALF PRECISE GRADING PLAN ME
city approval or dbrlhp construction, the private enghssr shall be responslb/e l,�l C IV I ` �� -- 1 = 20 BENCHMARK T - 2 - 81 ELEV. = 1052.514
Rr delem4ft an acceptable solution erne rsvisiI the plans for approval by EEA REVIOON8 CRY E 0 ALEXANDER W. I RQUH RT
the city. DE81t�lNED MY DRAWN BY CHECK BY DATE- �F CAl1f ATE 6•/B-9/ SEE DESCRIPTION ON SHEET NO. 1 FOR W.O.
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TWO WORK7lM!! VA" SEPOW YW 00 SCALE: 1" - 20'
RECOMMENDED FOR SEAL a1rY S ti ` : APP O V E D 8 TE 1 SHEFT No.
9 -if -ft LW 1 RE�/SE SWALE ADD DEEP FOOT/N6, qDD MOOEL APPROVAL V, 6 � CROSBY Engineers Planners Surveyors
� fXTE,e/OR ELEY. GOAE. ��e� ���� X41;6,.. c/ TRACT NO. 26861 - 2
Iff /-6- L.W REVISE AW ALEK ro AS-BL//LTAND AEY/SE h ��?� 8�� 5650 II Camino Real, Suite 200 CITY OF TEMECUU 4
• '' f'N,4LES .4N0 DEEPENED FDOT/N6S. s � Q � Dou GSA s M M. s WA RTS Df cm-EMsaura�arrvn�+
No. Ram No. 37294 KW. DA -M 6.30-92 B E NT OIC' Carlsbad, California 92008
ft 3-31-96 PREDARFDUNGERIWESUPEWS/ONac: & ABSOCIATNB 619 438 - 1210 PLOT PLAN oF 4 swm
_ °A� PRECISE GRADING N
n►s prhets en►s� etP+i+9 d►esv plana 4 r�openslbh Ian avavrd�� tM oeeurocy DATE t
ars tablllt o/ the haven. M the •vent o/ encies erhie► aft DATE BY MARK DATE CHECKED BY '� '�\ �� - T - 2 - 81 ELEV. 1052.514 P�
cit owl or construction, the is er ser shall be reWonsibie f f Civil- �' rLE NO.
r °ov' yam �' p►l+� 9'n �� � t OF Al�1 „ - ZO' BENCHMARK
for determh,71Q on occeptoble solution are rvvlairy the pons for opprovI by ENGWIM W CRY X W U UH RT FM W.O.
the city.DEa10NED BY DRAWN BY CHECKED BY DATE ATE 6-1,8-_91 SEE DESCRIPTION ON SHEET NO. 1
RCS. w. 30998 OW. pAW 3 -fit •46
J.N. 225-25L)