HomeMy WebLinkAboutTract Map 30264-1 Lot 11-27,31-66 Precise Grading CITY F TEMECUL
GRADING NOTES
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO HE GRADING, EROSION &
SEDIMENT CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO HE STATE WATER
PRECISE
GRADINGPL
AN RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
' MIN. P� 5' MIN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1�. DRAINAGE
AREA 2C, PHASE 2 3 AND 4 .
MUDSILL SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2
TRm30264-1 LOTS 11 -27 AND 31 -66 AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL
EXTERIOR WALLS AT NOT LESS THAN X PER FOOT FOR A MINIMUM OF 3 FEET.
UPPER PAD FINISHED MUDSILL
RAINBOW CANYON :, g N. SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
RED HAWK PKWY LOWER PAD _
n R 6"N 4 STORMPROVIDE,
FLOWS, OR PROVIDE CONCRETE
GRADED BERMS,DITCHES ALONG THEDESIGNED
OFOALLCON
GRADED OSLOP S
� LOMA LINDA ved �
2 2X MIN. ° OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
ROAD 20X MAX.
6"MIN. � ► SURFACE RUNOFF AWAY FROM THE TOP OF SL
WOLF CREEK S. �
'4 >> Z , , 1° I JOX MI5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER,
X MAX. WHO SHALL CERTIFY THAT ALL FILLS HAVE
REDHAWK PKWY SECTION B-B SLOPE VARIES SOIL ENGINEER OR ENGINEERING GEOLOGIST
2:1 MAX. BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL
NO SCALE FILLS OVER 1' DEEP.
PSL 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS
I MUDSILL 5' MIN. DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
VICINITY MAP WOLF VALLEY ROAD INDEX MAPACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF HE BUILDING
• SCALE. 1" - 200' �� FINISHED SURFACE PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT /
PROJECT SITE " MIN, ABOVE PAD ELEV. FILL SLOPES.
TR. 30264-1 OUND OFF
D° -r 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
6 MIN.
��T 4, �LOPMAXARIES 8 ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF HE
2•. PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC.,
5 DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE
2X MIN.d SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION
FOR REAR YARD SLOPES GREATER 20X MAX. MIN. DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
THAN 5 IN VERTICAL HEIGHT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
SECTION A-A SECTION C-C 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN
NO SCALE NO SCALE ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
45.0' 45.0' MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411
� HIGH POINT
PLAN 1A
PLAN 1 AR ��Q. PAD ELEVATION-0.13' ~ z
MODEL TYPE o - 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND
0 0 2% J SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING
Ui Ui MAX.
n? LOT NUMBER FINISH FLOOR 6 ��� THE GRADING PHASE.
DEEPENED FOOTING 069.06 1069.06 ELEVATION TYPE 9 Q
A GABA PER PUN _ 11. POST-GRADING ACTIVITIES SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLING WHERE
�i
FINISH FLOOR ELEVATION ! = ° !' 'v: 29° MSN• �` 2% MIN• APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION HEREOF IN '
35 8 ABOVE PAD ELEVATION ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES
5' MIN. FF 070.17 PAD ELEVATION - OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS NH BACK
PAD=1069.50 x 3" FLOW PREVENTION DEVICES PER THE U.P.C.
47.0' 47.0' 4' MI 4. FILL DISPOSAL
�3 2„ SANDJ 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
LENGTH OF DEEPENED ® �d�° �o BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF
FOOTING (D.F.) x PAD GRADE ' STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, HE TERRAIN MUST
PLAN o PLAN 2AR oENHANCED ELEVATION ER BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A
PER PUN PROPERTY LINE FOUNDATION CONSTRUCTION SECTION REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE
PLACEMENT OF FILL.
RETAINING WALL, d NO SCALE
WHEN REQUIRED, �61 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
BY SEPARATE PERMIT =1069.67 *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
GARAGE FINISH FLOOR ELEVATION -10:iAND DOWNSTREAM PROPERTIES FROM SIFT DEPOSITION AND PONDING WATER DURING
47.0
47.0' RIGHT-OF-WAY GRADING OPERATIONS.
60.50' CURB LEGEND 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
PLAN 3A PLAN 3AR A FS FINISH SURFACE F31SHEET NO. 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND
00
Ui � TYPICAL LOT TC TOP OF CURB PAD 1200.1 PAD ELEVATION FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO HE PUBLIC WORKS DEPARTMENT BY A
N.T.S. FL FLOW UNE ELEVATION --- TRACT BOUNDARY
REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND
FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
NV. INVERT
A INV.
FLOOR 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
FIF RETAINING WALL OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE
P GFF GARAGE FINISH FLOOR ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH
45.0' 45.0' HIGH POINT = PAD Z+ L EXISTING CONTOURS RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE
ION
ELEVAT -0.2 MIN. �� A 1234.0 FLOW UNE ELEVATION
- F.L PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN.
PA
R'� G.B. GRADE BREAK DEEPENED FOOTING 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS
PLAN 4A PLAN 4AR OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL
N
N _ STREET UGHT ENHANCED REAR ORDINANCE N0. 04-04 THROUGHOUT THE DURATION OF HE PROJECT, INCLUDING
5 5' S' >#-&lER ELEVATION ADHERENCE TO HE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
GARAGE GARAGE PAD ELEVATION MIN. MIN. PAD ELEVATION MIN. FIRE HYDRANT
TOP OF WALL
TW ESR ENHANCED SIDE 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON.
� �� RIGHT ELEVATION
C c NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
Z TF TOP OF FOOTING ENHANCED SIDE
NOTE: " '� 2 DETAIL NUMBER ESL LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
PLANS SHOW A N OPTIONAL TRELLIS B B 3 SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
L K
WHICH , IF CONSTRUCTED, WILL BE BY
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A
SEPARATE PERMIT. PUBLIC RIGHT-OF-WAY.
PA NOTICE TO CONTRACTORS 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
io Go APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
BUILDING FOOTPRINTS R/W CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
SCALE 1" = 50' F❑❑TING TO BE DEEPENS A K OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY FOR REVIEW AND APPROVAL.
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
p3 o TYPICAL SIDE YARD DRAINAGE AND ALL NDEMNIFY AND HOLD THE LIABILITY, REAL OR LLEGED�INRAND THE CONNECTION WITHETHEARMLESS FROM PERFORMANCE OF 22. THE ISSUANCE OF HIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE
F 2p O ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
NO SCALE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
F.F. ELEV.-) LENGTH OF OF THE OWNER OR ENGINEER. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
DEEPENED F❑❑TING (D.F.)
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
6 ARIEEX RA MIN, TO
F❑❑TING UNDERGROUND STRUCTURES
1 NOTIFICATIONS OWNER /DEVELOPER:
QUANTITY THERSPAD ELEV, PER PLAN MAX, EARTHWORK ESTIMATE ALL UNDERGROUND UTIUTIES OR STRUCTURES REPORTED BY THE OWNER OR OAND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTIUTIES OR AGENCIES STANDARD PACIFIC HOMES
CUT FILL APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: 255 EAST RINCON ST. S.200
• �y,� 12 MIN. EXCAVATION 2650 C.Y. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND CORONA CA 92879
Underground Service Alert EMBANKMENT 2650 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 951-372-8500
SUBSIDENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SOILS ENGINEER
N❑TE:THE EXPOSED PORTION OF THE DEEPENED FO❑TING INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT. 1(800) 227-2600 PACIFIC SOILS ENGINEERING INC.
L.
CaN: TOFREE SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE
SHALL BE FORMED, DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS 7715 CONVOY COURT
1-800 IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE SAN DIEGO CA 92111
227-2600 TYP. EXTRA DEPTH FOOTING PLAN CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 858_560_1713 LD05- 250GR
N.T.S. TOTALS 2650 C.Y. 2650 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47-45'28"W 858 560 0380 FAX
T� wi01rc11�10 or►Ys �olE You DIa
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK oFEss� Hall & Foreman Inc.
Drawing No.
SCALE �� o ,1 � � RECOMMENDED BY. DATE: 4��
o Y J. t Engineering•Surveying•Planning•LandscapeArchitecture CITY OF TEMECULA DEPARTMENT OF PUBUC WORKS
TRACTOR RIVERSIDE COUNTY 600-62-69 1970 Ho1�ZONTAI ��o� � � � Y�
CON 1 EAST OF CONCRETE POST MARKER ����o T� w ar. sty. M Tom' Co. 'moo ILO6.BRASS DISC SET h t s - nM. 951 2!4-st W Fax. 951 "4-ONIACCEPTED BY: '�- - DATE. '¢STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD n < NO• 21914PRECISE GRADING PLAN
FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN W '• �30-0� P R E PA D B RONALD J. PARKS •••
INSPECTOR * _ DEPUTY DIRECTOR of PUBLIC WORKS . . AREA 2C, PHASE 2, 3 AND 4
PAVED ROAD 5 N.W. OF TEL POLE NO. 6295, C.W.T. 3 VERTICAL ' �•r -27 v •
S.W. OF 369 CONCRETE STANDPIPE. ELEV. 1039.378 F of ``�
ANTHONY . TERICH DATE: :•tom:••• TR. 30264-1 LOTS 11 -27 AND 31 -66 SHT. 1 OF
DATE COMPLETED GA R.C.E. No. 21914 EXP. DATE 6-30-0 R.C.E. No. 19744 EXPIRES 9/30% I I
SEE SHEET No. 3
• ,/
R aa�ys 7FS
R/WR ® N E5 {��^^�.,, gp�^^^yye a fig^-^"»�+�o
1 S a » a o N R B a..d i eJ ® ; 1 a„N
0 CD �10 �60� 00 001067.65 1088.33 1 G 7a 9 1 G 7.62 c-41087.3 2 1 OE.02 r 1086,68J
T T T a T « T T
c
.� - � w m � m. �,_ . . � �. ,�ry w.��., .a�,�TM,_,�, .t� .. .M...�_�.�..,mw,mmro.,�.,...��,��� ,. p..��,_� .� ,. ..,w.a�,���..�� ,� .._ Mm�..�,�mm_�..� �,. _� ,. .(0 (00)
.
N 1 ._ 1 1 a M. . H.� 16 , ...
o 17
-i > +_ -
�. M.�,..,M. �,.. ..m _._ . .� m ��.. m mm
c00 c a c
....w _�,,,,,,..w,,.,.,..,.m...._
..,..,.• .n.. mm•.m�._.. m,.,m. .. �. m•__.
�--. � �T 1 a _. ,. ,..�. 10
.•.� m ��T ` ., r 1087-.. _._. .. _ �� . ., .�.n.-_�__�__..�.�._ .�•..._.�_,__.___.�__.��,..�, �.,.�_w,____�,,�_.�"...�,.�..�,.�.. v
Y - + 6°I + 1 C� 7a 1 :Q4
_87
R/WR 7 �+ R5 R .
R 77 P • ° a a
ES
» I• » � » ` »000 . � » 5 » °1° » s
LO 0 • 4
• 00
I I
1.7 R ,� 00 I R
Q DF 5 « R7 fGFLF
F
1 F 1 »17 • _. F »177R a3G 1 »1 FG R3 1 »FG FGIll FG FG F R a5 7.7 5 • «9 9 R17 FLFG F FL G F 5
L G «4 FL Go FG FL G FG FL GB
89.0 ° 0.4
F FG 51 FL G °2 FL F
R
51 56 a1 F 1 » 7 • 1 5 51 FG 56
» • a •
F 1089.47 ®FG FL 1090.0 1 » 7K51 1 F 1 » FL 5 1089.97
7
1088.8 1090.0 1089.9 » =1089.67 FG
1 '�
R 7.
89.4�...,,.. 1 « 7a x,f,.Irt.ti£b+fY,'d�iai£,,.:ts(t.:",..R;fk•,t?,rt.,.,,,;:..r:,J1iar,,F rA,sf,
t)£.tr,ry,,:rF�.s�,vt}.tr,„,a.r.....-z',M�,tk`{I•.,pk,,1i,M1{.rr,}•,4r,rf...,,a„rr.ry:7,.r,;�.'k4k^.r.:,
r�,..ra,,s..,:.o.r..ry:•0.,! i,,r.r+r,..,.,.1r.l',.e,�.,e]t.trtx:tl x£<,brry,xnt{tY...
F
L F
4
i,
a3 ° at R a�ri'�,t.tfitri.{„!,1,u.-,,kn'�(,:f€;r„•,;Ih
R.9x{•r`r..{.:.:..
d
7
�.
1089.0
xrr
.7�d�1c`
2
FL 88.2 FL GF FL .4 FL G
7R7 2 GR17 90.17 a4 FL FL FL FL R7FL F R17 9. 90R 7 . 9.77 . 7 FL .
4
FG 88.97 FL FG F FG FL .9.17 Fr,,
L
a17 F FL F FG a7FG FG .17
°G
{ « FG• kR aU 0.0
FG
87
1MR 'R
n 3 F F1 4 1087.37 F DF F1088.87
• R Xa17 F
d 1089.77 A 07 R e�
� N
a
0
:
;,ry 7R . aR « . 8a9FG.00' F6 65 55. s F FG F FG
v °
{fat
�.••
55.00
an
EXIST. I I
GRADINGPER ROUGH
20 0 10 20 40 80
N OTE
1 20
PLANS SHOW AN OPTIONAL GRAPHIC SCALE
Underground rviAlert
"" 'SEPAR` TE PERMIT.
II- TM FREE W I L L B E BY
1-800
227-2600
TWO IPTG DIG LD05- 250GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE AC C11) BENCHMARK ESS10 SCALE 0 alb Fore Foreman,
» TEMEC »
LA
RIVERSIDE TY 1 Engineering»Surveying»Planning»Landscape ArchitectureCITYOFPUBLIC
CONTRACTOR I 1 HORIZONTAL 3 effe orIO Cirels Sto. Tri la, Co. 92590
BRASS Ph ® 951 294-93 Fox. 951 294-9 �
STAMPEDT, » I S.E. » 21914 :
AS SHOWN FROM EXP. RONALD J» PARKS
T I Is N.E. 0I T
VERTICAL
S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 N IV% ANTHON� J. TERICH DATE: TRACT 30264-1 LOTS 60-66
TCOMPLETER.C.E. » 1 PI 3 7RECTOR OF PUBLIC WORKS PRECISE GRADING PLAN
T» 2 OF 7
x............�
SEE SHEET No . 4
vz.UU 12.45 0 i 10
3
" 1 °
� yy
.. .f R ° Fj _.. 'f,
p1CA •
71
e ».�a °
°
con
1 D
1G°
2. con 0
• ..
LO 1 c ` ' 1.040 -°
rCC4 °
14$ 3949 �" , �� � 1°
91.2 FG
0 00
0. 0 tbo') 0 54
109.
1 37.9
Q
1 °G ,
°
# a 0
L 1 Dwy
0 0
r-, II 1 G°3 1 5° '
-15.
MIX 0
2.07o
0 °
IIm
2G°5 II O
15i° L 1
G t
` 11+44.V5r- j2cc6' DWY
, c
QDM
° - " °
a . 91°
° . N ?"
... rv.m.k _ )34 "1 (0 �Q �J U ° 1.2
55
1F �®
68.00' 31 .5 • CO 0 G 00 t
0 FG 32 tl'() ° t:R 9,241
w.m..wm . "
.
. ' 14- 56 `8-9- '58-00" 5
1G7® 74.97 63.36 458
�, ,
.
3 3 (0
(00
1 089.27
°
" b 1{ ,1
1 �, 1 GeC} , N
1 089.47 .Fb �....
Q°0
H.P.
1 D 9° 7 H.F. 0.0
0.0H°Fb ! 14.0 ; DF .G °
1D ° 7
FG ;. F89.47 ?
744 .17 7 DF 13°4 1088.67
FL FG
FG _. 1\89-T7 9.77 F7 47 \89.17
X9.57 ` : n , : 1 °
7°4 90.17 90°17 °17 701
o� FG - - 0F 89.0 FG FL F FG
F FG FG 8940 .7 88.5 FG °
t�. 1 FL F ° «4 4 1 , 1 1 FL FL FL FL .5 FG
FG
F 1088.67 F FL -4 � FPLAN 1 BR 0.0 FL L 2 CN
1 .1 1 . 7
1 . 7 F L
5 PLAN 2AR
11 .07 FF=" . . 5 1 1 • Cab 1089.67 7 1089.37
.
7 1 10 F FG 5 4 1089.0 G FL G 1 .
DF
.4 ° 7Z-14
.9 FL °1 Q®1 27 °1 ° G
F
86.8 L G 3 .95 9° FG 5 17 FL/GB
FL G F . Q
FL G .17 FG L G .G 7°
°9 5 F � FL/GB .2 F�/G FL FG 1 FL G
It 0" 7. G FG FG ( > FGLn $9.05 FLAG 89405 88.90 88.87
FG F 1 . . .. .17 � b FG 89.00 FG FG FG
1 F 1090.17 . p FL/GB 1 . 7 F 1 • 1089.1 F 7
.7 .G °
F01
F °w w_ . G.7 "4 °
13. _
° UV
? '`�
00 Ko
m � °
0 et
F " F
1 1 7. 1087.62 , 1 7° 1 Q 7402 1 Q
1 b ; 1 7° . b
T 68
T - �-
T
T
._.......�.......m.�m��mm,..mw...�......� .�........�. mm�._ .m �k_m.�rvm,,..m.��..��.,..�,.�� �..mm..�.� ..�.��m� _��w�.�n���.�._ _��� ..�.� .��_ � F€ _m��.��.����.�.�,.�.w��� _. ��_
a , , c
_j C14 N _j r) _j
+ ��_ �. .� .� .� .��.TM�__r�. .� .r.��� � � .....�.,��..����.��.....�.w_,���.�.��..�...._,� �� �.. .._.�,� ,���mM�..�.��.�. �.m��.�.� ..��,mm�...��,�. r�.�m��,��,.��w�..�.m..��. ..��.�.. .. ....w�.��w.�,�,_. .�..�_w�m..,��n�.��.�w�.�mm.���
...,_ .... �_ .
14 +
16 17
i-C)LO 00
00 mm
.r .P
.. M ...m
LO
1 474 1 G ° ATF 1 .2 m _ ..._,..._......_,,_...m.... m_ _ .. mm _ .TMM...,. .mm....,.,.n.. mm__ �_�...
.1R TF08-T.. _m.... _ ,.,...m._M m.,.w_....na..0.......... .....n.. mm..__. __. ., ,w..._
rhe®Mqq ®{y�' ¢pp' -t¢m /$[ ^ `mq@7., .�..,�., .�....
.. + ^ P � �'^' � + � � &.,,,.�..,....� � � • � ! � + �T 1m .b 4✓' � �-w � .,.«.,.,... �.....m,...,,e,.m,�..m....mm.......«.,.....,.M.,,,..m...«.,..�........:.....................�.�.,.,,..,..,...,�„�«�� 74
v-- _ LO �
° 7® b °
° R/w74 b °
WO
TOii •
ES FS
07 F 7 A Rn n
S E E S r-i' E E T No . 2
NOTE*
Underground r iAlert
Call: TOU FREE TRELLIS WHICH , IF CONSTRUCTED ,
1-800 WILL BE BY SEPARATE PERMIT. 1 20
227-2600 GRAPHIC SCALE
TWO WOWINQ PAY$ WORE YOU DIQ Room PS" LD05-1250GR
CONSTRUCTION REVISIONS �
SCALE No.
CONTRACTOR I IGCOUNTY - 1970 Engineering Surveying Planning Architecture RECOMMENDED BY. DATE. CITY OF TE M E CUL A DEPARTMENT OF PU13LIC
BRASS DISC SET 1 T OF CONCRETE POST MARKER HORIZONTAL 3 BefterWorld Circle Ste. 200 Tomoculo, Co. 92590
RESET,STAMPED 68 2.9 MILESS.E. L L . 1 Phn° 951 294-93 Fox. 951 2944-9301 Y:
YO RONALD J.
.*
I 3
PAVED ROAD �I 0
N.W. L. . C.W.T. . �. PRECISE GRADING PLAN
�I ;• ®. a
a . . . 1 I 7
SEE SHEET No. 5
-
0) N * A* P * N
I IN
�O
• 010, lot fZq
FG
FG
0 48
1Z .1 N . A P
m
/ 0
40
• • V
lk
. °
�� 89
;r.
2
� 76
2 Arl -o0
. - , .
15015.
`� h
�, 1 ,
t to - 1 "ter / elf fitly
1f
F
a
2.3
F ' � '
49
r r �� ;`.
34.6
Ck 16
0.0
00
`'7 CO Q
9 25 ,
f , 70 it
1
®,3
. 1
° r� t
1 � '� 1
a . 1
«
1,5.9 4z . , \" 2. ,
Wo
a (0
50
92. C4 • «
FG 0' ,
0) /
3 B
Q0 20 16
° "7 «
« «
« ' « °
0 00
1
g
S, 460
t 92.2
It
f
,
FG
2. ° ,CF) C
f
i51
� .. °�"
0 0 0
18.E ` �
71- 1« � �v .
91.7 j
«
FG ° 21
37 f1 .0 c a
`
FG
2
; '.
4111V
r4f//V J_ M
r °
• «
1 (0
1.
. °� c ° ' G
113
1 � # if
52
(00 COO .-,&
10 a
Q� 00. r%, °
CP
00
76TH - • 91
1 ° ccs 8
` `
92.61 1Q57 N
79.0 140
91.5 r
�
FG 20
co )3.33TW
1 7. n 33T
r 1. 9' IN. T
�- 18.7
F .
• 0 , .
_ 1 �• 53
�, o , f ,
« it 1 + s• �� `° 90. 6 TF�
-�.
18.1
�� 1 •
15, II 1 «
EXIST. RETAINING
-,"--PER ROUGH GRADING PLA
NOTE *
`r Cn
rte ,
«1 ' H0-4
PLANS SHOW AN OPTIONAL ��
m- CF) 12+56.1 -r,
90
P, ' ` « CUTIN
9 c 1 0.9% � � ` G' 0. TF
I CI I I-q-1.0% /N: C
.
TRELLIS Wri �1 IF CON STRUCTED N LO
9
« 1 « PQ 9nummwamiiiiiii
20 0 10 20 40 80
5.00
_ .f
35 WILL BE BY SEPARATE PERMIT.
1.( 1dVi7'-- M/ � ( . fiTF
1. 1
8 ff) 0 - 1 19 I = 20
__j C 3 11 N .%. P . GRAPHIC SCALE
Underground Service Alert S E E SHE E T N o. 3
4"
s
Its TOLL FREE
WOWING1-800
227-2600
LD05- 250GR
TWO YOV DIG
, rr ^yr t
EngineeringCONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCHMARK fess/0
SCALE 10 via r RECOMMENDED BY: DATE. _02�lfle C
WORKS
RIVERSIDE COUNTY 600-62-69 1970 .4; «Surveying Planning«Landscape Architecture T �I
CONTRACTOR T C ITY OF TE M E CUL A
HORIZONTAL T Throo offe grid Cir. Sto. Terri. la, Co. 92590
BRASS DISC SET 1' EAST OF CONCRETE STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD 0 « 21914 zPhn. 951 294-93 . 951 294-9 1 « -DATEa
--- - 44AL I"
AS SHOWN w EXP. 9-30-0 PREP D RONALD J. PARKS PRECISE GRADING PLAN
` N.E. OF THE
«
INSPECTOR FROM POST OFFICE DEPUTY DIRECTOR OF PUBLIC WORKS
« «
VERTICAL TRACT 30264-1 LOTS 36-40
S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 IV% ANTHON J. TERICH DATEO
DATE COMPLETED of, C
1
'ip"vnmrmia N
. , a 1 91 0,0
,.
209-0--5/ .20
00,0
FG 93.8
F .G ._ ,
44
k . ' 1a , '
•d-
.7 3.6 49.51# '-
FG . FG
21 FG 45 ,
w
.'Ftfi
•
70-84
43
.
C�
" «� « ►�� 93.8
FG
2.0%
9
OCL)
oN
1 ` a
-� 09
m °
•1
` •
6.6 ag LO
' r� d�0 °
° f «
" � •
Cp
Aj
CA � � 2.Q,
�,. ,,, a 1
46
.43
(ON
10
18.4
"
°
0
IK
« �
.7 93.2 -
FG �• • M. • �` •
19«
_
LU
YIN.' 42 "BOX
Lic o �Co* 2.010,,
go
° 0(61/ a
w ° 93.3 IN.
FG .00
« w9. 0It ,
47
10. 00
LIJ #
, / L a
DWY
� 19.2
d «
00
V) 182 LO
60
. Ck)
FG22
af #
„"
- ' • fo.
z22.8 N41
C�
G
y�a
/�,, yrg,g,p j6w y y, �I�}(�p.�`y�^'T ,�t� �+/�Jyy
C�4n�6
9. 2.3
FG r «
), ' ° a«
423MIN.
• " " .
07,
7 /
19
MI
Vol
c
93.1
2«7 Gr7 FG C�o 1-4 1�0 48
199
40
d
Q) N) 0 0.3
« •
1 O'k (0
1
s
« °2.9% 1 A ` 1
w
IN U
2
FG .�
Cow 111�
'30
1 °
17
20
"
1(0
N ,0 A * P
# 1, 0
'
10,3
00 Q
240
92.8 P
�* � � 1 cam« r�
1� FG
a"dA
9203 / �,, « c` 0. 9SEE S "' EET No ., m c w
4-
N
PLANS SIIOW AN OPTIONAL
Underground Service Alert I I I CI 1 20 0 10 20 40 80
TRELLIS WH " $ IF CONSTRUCTED ,
II: TOLL FREEWILL BE BY SEPARATE PERMIT. 1" 20 9
1-800 GRAPHIC SCALE
WOWING227-2600 LD05- 250GR
TWO YOU 010
mom RECODrawing
I �° OF
CONSTRUCTION L a "
� RSI COUNTY � -� 1 Engineeringa Surveying-Planning«LandscapeArchitecture
I T L Three Beff"orld Cir. S4e. Tomecyl, Co. 92590
CONTRACTORT T T Phn. 951 294-93 Fox. 951 294-9 1 DA
ACCEPTED BY: TE.
STAMPEDw9 MILES S.E. 21914
AS SHOWN EXP. 9-30-07 PREP RED J. PARKS PRECISE GRADING PLAN
FROM POST OFFICE AT TEMECULA 29' N.E. OF THE DEPUTY DIRECTOR OF PUBLIC WORKS
INSPECTOR w
PAVED ROAD 5' NX OF a POLE e q a e 1 UD
e� * TRACT 30264-1 , LOTS 41 -48
� o a
"m DATE 498.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 ANTHO YJ. TERICH
T T01
w w Q w 7
m
® R ,
SEE SHEET No. 7
a
ft -.4
zo'e
° ONO vy I In, a " / N * AP *
/
'3 ° N4
10.
2 .9 N * A * Po _j 1,5+4 0,, 0)
01
0?
1 °
. 92®a
2ix " FG
as
1. " "
19.9
89.0 � Q 0 40
13
FG n°
112
U7 0
'
j°
89.2
to CF)
FG24
N.
1 s
° ii -0
YIN15+1
1
< 11 '
5. a
11°� , 1" "
1 1 4"(
It /1 CL 7)7o
92.3
1 a
° FG
mcoCJ
21 "
la �,� " 2 " -p►t°
G
° 8 °9
41
FG 25
" °
a L
53
to N1 °28
18.3 6(g
i " 4 P ('
1111 1 ' 1 r a 1 °
. �' 4 as °� "
16'9 D co1
. / .
1 ° p
.2 � " " ° °
rm 92 ®
'
FG
r e L4- 38
°
CID
' 9409,301. 1► c t14+1 0 1
__
1 a 1
o FGco
0 6
° "
FG
00
�fB "
I'll 11 tt �
►` LO
00
07,
mCoo
.-
CD
7 Co
a
^ 11 c� ,
� ...- .. .
+ a , X
p r9
(40EL
91.7
" "
-, � 1 , ° 11 - 13+61-41 �" F
0 i
' ' 1 °7, L1 � a0)
.
92.99
X41 .i. 6,d ro '^^^-.a ^- ,.,." +. M✓4 -. �♦ _ 00
FG " r 2
1 1" 9"76TH° 1N"
CN
1
87.7615.02
i;' �" rte, lw. 22 D —1 "
00 13+3585
. 1
a t1 1 " o
" 1 1"
" 00
2 °9 1
�l
y= „ a °® �70 ' �-, ° ;:q 91.1
7"76TF
LO16.9t
-M-24.
a
" "
00
91*79
00
0ou- 1°0, MIN.
1 " _
p
95.01 i 1"01 Y9k g, ° C F
01��' 0() N . A . co
to
(0 ------ CL, 16 D I(D 17,2
22 1
°
It
A P
f a " CD
° a
C? 0
"C)
* 0 (A
1 "
20 10 20 40 80
NOTE: 1" 20 0
GRAPHIC SCALE
Underground Service Alert
I IICI I
IlTQ_L FREE TRELLIS Wri M IF CONSTRUCTED ,
1-800 WILL BE BY SEPARATE PERMIT.
227-2600 LD05- 250GR
TWO WOWINO DAYS WOK YOU 010
DATE DrawingNo.REVISIONSInc.SCALE �� , w DEPARTMENT OF PUBLIC WORKS
Engineeringa Surveying a Planning®Landscape Architecture CITY OF TEMECULA
CONTRACTORRIVERSIDE COUNTY'
HORIZONTAL roe a orl Cir® S1o° 2 Torn 1o, Co. 92590
BRASS I T 1 T T MARKER 0 Phar. 951 294-9300 Fox" 951 2949301 "
STAMPEDTp 2.9 MILES S.E. ALONG PALA ROAD NO. 21914
AS SHOWN FROM EXP. . L 6
TOFFICEN.E. PRECISE GRADING PLAN
I PAVED ROAD � I I
aaa
a a
LOTS 11 -14
F 36' CONCRETE STANDPIPE. ELEV.
'
T m 1 w a s . 1 I 7 a
a