HomeMy WebLinkAboutTract Map 30264 Lot 1-20 Precise Grading CITY OF TEMECUL
GRADING NOTES
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION &
h
PRECISEGRADINGPL SEDIMENT CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER
AN
RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
<v� ST'9T 5' MIN. P�
AREA 2H, PHASE 4 5' MIN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE
A/ MUDSILL SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2'
TR. 30264=F LOTS 1 =20 ' MIN, 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.
RAINBOW CANYON UPPER PAD
_ 6 MIFINISHED MUDSILL
P N. SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
R E D H AW K PKWY LOWER PAD
0 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
Z LOMA LINDA 65MN , STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES
OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
G) ROAD '- ° '
WOLF CREEK DRIVE S. y 20 MIN.
6"MIN.
- o SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
� s 20XMIN. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER,
REDHAWK PKWY SECTION B-B SLOPE VARIES SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE
2:1 MAX. BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL
2 s 4 S NO SCALE FILLS OVER 1' DEEP.
7
11111111111111111160 • PSL 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS
5' MIN. DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
VICINITY MAP WOLF VALLEY ROAD INDEX MAP MUDSILL � � ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING
N.T.S. DEER HOLLOW ROAD •• _ '0 �� �� » ,. �� 3 MIN. MIN. FINISHED SURFACE
SCALE. 1 200 1s PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT /
PROJECT SITE » 14 " ABOVE PAD ELEV. FILL SLOPES.
TR. 30264-F 13 11 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
12 PA 5 °
6 MIN. SLOPE VARIES
2:1 MAX. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
e PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC.,
DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE
2% MIN. " SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION
FOR REAR YARD SLOPES GREATER 20% 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.
NOTE.m ALL ELEVATIONS O ALL HOUSES ARE ENHANCED. 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
55.00' 55.00' 55.00' MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
,-A HIGH POINT ~o z PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411
o MODEL TYPE ZX ,��Q• PAD ELEVATION-0.13 �. Gj J __j6 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND
in LO1A co 1c 1D Cd MAX. „ FINISH FLOOR -, v SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING
Z LOT NUMBER 9
DEEPENED FOOTING THE GRADING PHASE.
PER PLAN 069.06 1069.06 ELEVATION TYPE �i�-
if
E E E MIN. •Q� 2% MIN
-. - � 2�
11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE
35 FINISH FLOOR ELEVATION = _ APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN
3CR 8 ABOVE PAD ELEVATION - : - - ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES
5' MIN. FF=1070.17 PAD ELEVATION 3" OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK
4' MI
PAD=1069.50 x 11" '� ►° FILL DISPOSAL FLOW PREVENTION DEVICES PER THE U.P.C.
55.00' 55.00' 55.00' _ 2" SAND-
LENGTH OF DEEPENED ® ods PAD GRADE
12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
x o BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF
FOOTING ELEVATION
r STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST
ENHANCED ELEVATION ER FOUNDATION CONSTRUCTION SECTION. BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A
2A � 28 a 2C a PER PLAN PROPERTY LINEREGISTERED CIVIL ENGINEER SOIL ENGINEER R
0 ENGINEERING GEOLOGIST SHALL APPROVE
CP LO to
NO SCALE PLACEMENT OF FILL.
E � E LO -E
LORETAININGWALL, vb
WHEN REQUIRED, • ' �o6j6� *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS*
BY SEPARATE PERMIT GFF=1069.67 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
GARAGE FINISH FLOOR ELEVATION o� Z AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
•�� ,ddb' RIGHT-OF-WAY GRADING OPERATIONS.
55.00' 55.00' 55.00' 60.50' CURB LEGEND 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
IIIIIIIIIIII't. 71 'N FS FINISH SURFACE Q SHEET NO. 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND
3A 3C 3D TYPICAL LOT TC _ TOP OF CURB PAD 1200.1 PAD ELEVATION FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A
N.T.S. FL FLOW LINE ELEVATION REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND
1 INV. INVERT -- TRACT BOUNDARY FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
;Ada
`
E E
A FF FINISH FLOOR _ 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
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
HIGH POINT = PAD N L 1234.0 EXISTING CONTOURS RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED THE ACTUAL DISTANCE ABOVE
FLOW LINE ELEVATION
ELEVATION-0.2 MIN. A PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN.
57.00' 57.00' 57.00' F.L
P/L
Nom} G.B. GRADE BREAK DEEPENED FOOTING 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS
4A 48 OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL
M 4D + STREET UGHT ER ENHANCED REAR ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING
M
LO 5 5' 5' ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
PAD ELEVATION MIN. MIN. PAD ELEVATION MIN. FIRE HYDRANT
GARAGE LO GARAGE to GARAGE ENHANCED SIDE
TW TOP OF WALL ESR RIGHT ELEVATION 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON.
C c NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
TF TOP OF FOOTING ENHANCED SIDE
DETAIL NUMBER ESL LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
B 1L AB 3 SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
K
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A
PUBLIC RIGHT-OF-WAY.
o 1o��P PSL NOTICE TO CONTRACTORS 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
BUILDING FOOTPRINTS RAW co A co CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT INCLUDING SAFETY ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
SCALE 1" = 50' F❑❑TING TO BE DEEPENE T� OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
AND NOT BE UMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL FOR REVIEW AND APPROVAL.
03F . 20, po TYPICAL SIDE YARD DRAINAGE AND ALL INDEMNIFY
UABIUTY, REAL OR ALLEGED�INRAND THE CONNECTION WITH ER HARMLESS TRE PERFORMANCE OF Y 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA,DOES NOT IMPLY OR PROVIDE
❑ �F '
k"-LENGTH ❑F OF THE OWNER OR ENGINEER.NO SCALE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
F,F, ELEV, STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
DEEPENED F❑❑TING (D,F,) CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
VARIES, 6' MIN, TO CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
6" + EXTRA DEPTH F❑❑TING UNDERGROUND STRUCTURES
1 PER PLAN, MAX, EARTHWORK QUANTITY ESTIMATE NOTIFICATIONS OWNER/DEVELOPER:
PAD ELEV-,--' ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS STANDARD PACIFIC HOMES
o: ,yl� CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 255 EAST RINCON ST. S.200
12 MIN, APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION:
EXCAVATION 1000 C.Y. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND CORONA CA 92879
Underground Service Alert 951-372-8500 -
EMBANKMENT 1000 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411
oR SUBSIDENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SOILS ENGINEER
Call: TOLL FREE N❑TEElTHE EXPOSED PORTION OF THE DEEPENED F❑❑TING INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600
SHALL BE FORMED, SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE PACIFIC SOILS ENGINEERING INC.
1-800
DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS 7715 CONVOY COURT
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
TWO M DAYS efface YW N.T.S. TOTALS 1000 C.Y. 1000 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"W 858-560-0380 FAX LD06- 025GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK apFESSIO Hall & Foreman, Inc. RECOMMENDED BY: Drawing No.
SCALE Q DATE: �7
RIVERSIDE COUNTY 600-62-69 1970 �� o�Y J. t�. Engineering•Surveying.Planning•Landscape Architecture CITY OF TDEPARTMENT OF PUBLIC WORKS
CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL ��� TMs» Bet.World Cis, Ste: 2W Twnewla, Co. 92590
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD o < NO. 21914 y iPhn
• 951 294-9300 Fax. 961 294-9301 ACCEPTED BY: DATE: 4 Z$ PRECISE GRADING PLAN
INSPECTOR FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN EXP. Ls-30-0
7 PREPARE BY: RONALD J. PARKS
PAVED ROAD 5' N.W. OF TEL. POLE N0. 6295, C.W.T. 3' *�'�► ��*. 4-25.D� DEPUTY DIRECTOR of PUBLIC WORKS AREA 2H, PHASE 4
S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 VERTICAL �F 1 �� ANTHONY J. ERICH DATE:.•• • . - -
oF `�F� .:•ice... TR. 30264 F LOTS 1 20
DATE COMPLETED CA R.C.E. No. 21914 EXP. DATE 6-30-0 R.C.E. No. 19744 EXPIRES 9/30107 SH T. 1 OF 5
I
c 117.40
q 1_ ¢
50
R df qF
" 1 . A-��-
([ 1
9.10
FG T , .
w »�
75.41' goo .
' FG �FG
.21» 7. .
G '1 . . FG
FG a
11,E FGFG 55.0-70 30264-15
C4 FG
9.21
Q, , 64.45-9
co FIG 11,210 723.1
N �'�p`' F� QI
a« G
1 Q,
FL G ` 1121.87.
gip»1 _ p � F`
G 31.80,
FF 11 1 R F G FIG 22.17 1122.4 7 --- FG
99 4°11 .71 .7 21,47 Q» »G 1»4 2♦ ° 11. m , ^ '
FL FG 112 9Z
19.6 FL Gq 20.4
FG
FF—`1121 F ,21.9 °
c F 11 1a C ,
U . ,1 2 n,3 11 ° .4
♦ `
. IV 4
h� a _ .� SII ° F � FL 1 1 � F p U
2 5 wAr3.
F 1»47 @3 21,9
«
1-47 1123 27 PLAN 2,33.2 q
PAD==112/
<,3 0 LLJ
pTVG13
22.0 1»` 2.17 1. —
� / 712j.�
»
FL F"G
A G e d e 4+ r
��
GFF=11.22.17 1 FG �1» � F�
310
. ., .92i
P 71.2
1
, FLi
°
��... ^py 2327
�i ^,per ,vq s f
t
e » OF
VC
} FLi
4� �., 1
P P
1,f � .
♦�
118.98
FN14
00
IN
a
000
nen,, � � ��
w g
PP fj ...„ S
9-63P
} � ».rte41
` t �
k k
22-69
11 t
0) 00 S _ ......
r z
_( ( .
a
d
iayvge
rp b q}
»
„,.
,
"N
„
"
»GO)
CIL
m.m. .,11
.... , ... { 1 1 «
b
fi
m 1.4%
49
7 .
1p - T.C. 100
. .. 1 «
»
6119.1 _ p '1120 - arc
.,..
x
x ` fCY)
mwnm
xC.
e
� a
. .
L
TM
» , M
n
bm
WA 1'1'20'."'7
"
gym.
,k
16
73.90 jr.,
32 4 7
61
C.
P 11
J
a7 (
ppy`
E E E E No . 5
20 0 10 20 40 80
Underground Service Alert
20
�I- TOLL FREE
i
Y
n
'a
1-800
227-2600
ggi�gg�@
WMING �p A (NO LD06- 025GR
How= ..
CONSTRUCTION VIINBENCHMARK
Drawing N .
2'y"Hall & Foreman, RECOMMENDED BY: DATE.
RIVERSIDE COUNTY 600-62-69 1970 0% Engineering.Surveying.Planning.Landscape Architecture DEPA ANT ' ! LIQ I
CONTRACTORSCITY OF TEMECULA
HORIZONTAL I 1 T T Throe efts and Circle, Sfea 2 Tom ia, Co. 92590
RESET,BRASS STAMPED 68 MILES . . L L 1
Phi. 951 2949 rix® 951 2949 1 O .
FROM T IAS SHOWN — o p q, PRECISE GRADING PLAN
INSC WORKS
PECTOR PAVED ROAD . . TEL. .�N.E.� , C.W.T. " _� � . . I I
VERTICALTRACT 30264-F, LOTS 1 -69
S.W. STANDPIPE. ELEV. 1039.378 1 J. Tr I m
° ° °
EXPOSE 11PORTION
THREADED
1
TYPn
GALV. ANCHOR BOLTS
0 SET I TOTAL)
00
1SEE DET. ABOVE
VMIN.
Aps
a „
"o
4ae X77 10
P ` a 1
6M,r
1124.17 4. %
F6.P. FG 1124.87 Baa 1
H.P.
FG 25.17 /CC
FG 0
P 47 25.1 7
F a 4, F �"
qlv
23.5 24.3
° PLAN 4 FL FL 10. ' 1� ;, VARIES WITHDRAIN
1 11 �,BR
L c r
PAD 7
6 7
1 240,3 01 `
11 5, PROVIDE �' "� NOTCH I L
k 14 23,9rn
�k� FL C13 -14 AND DOWNDRAIN TO RECEIVE GRATING4
23.0 ' ,
23.0CONCRETE HEADWALL
FL
25.1 \
F � m
24.4 7 a 0 a I !TYPE PER i
GFF
INV.
tl 11 a ___
a a
M a
g 1. `
ti + O
i l
4 �� �, C3} SECTION A-A
4
L=28-38' •�
F F
a
10
1121.9
FS F
1116.5 T. . �.
4.25
1 .�l WELD WASHERS TO REMOVABLE
EV, .,5 .
z aha l
� GRATETOTAL)
. ✓• CJ ha"
CO
C� "'jA
"..,.^_
3/1
�� ,„, _'^ •• z# 1
..,.,..
^^^
277.1 TFTYP
N
4 5
k,
25.71
..,...,t --- .
t 1 ,.
4 INV
z t1 11 e1^ -
Jb
.TE
19
a
ok � .. 4 PP T
. 4 SRI
k . �� " OAC.
1
01,
12
Rm 3 56 4 74
:.
4 GALV. BARS 0 3"
O.C. WELDED
TO GALV. #4 SUPPORT BARS
SEE S '[I' E E T N 4 NOTES: PLAN VIEW
1® GROUND SHALL BE PRE—WETTED TO THE SATISFACTION OF THE ENGINEER
PRIORTO PLACEMENT OF CONCRETE.
2. MATERIAL IDOWNDRAIN SHALL BE CONCRETE
REINFORCEDI x " 1.4 1.4 WELDED WIREI .
® DOWNDRAIN TO PIPETRANSITION WITHIN
REMOVABLERIGHT—OF—WAY.
SCHEDULEPVC
SHALL4. GRATE BE HOT DIPI C TI
FINISHED GRADE 6'
SIDEWALK
MINo INSTALL POLYETHYLENE
4" PVC INVERT I 1 INSTALL TPLASTIC I LI L CONSTRUCTION N9M
L
ABOVE GUTTER PLUG 6
1 ICONSTRUCT
FLOWINE "" I T ITC AIL
Q ' 4"a PVC
FTL M FLE-1 U2 JOIN EXIST. DOWNDRAIN. EXPOSE 6" OF EXIST,
INV,, ELEV. 4`*x4"x4" 2" MIN. REINFORCING TO BE TIED INTO NEW CONSTRUCTION
CURB ANR
PER PLAN L 3"x4" 'ME
4" TWO WAY CLEANOUT GUT
T I a INSTALL . ®" DRAIN
UndergroundPVC SCHEDULE 40
Service Alert (SCHEDUL , x W5if51^;�h ,.fi kM*d", ..,
ELEVATI PRIVATE DRAIN THROUGH CURB DUAIL
CLEANOUT DUAIL (�) CONSTRUCT I I THROUGH
Call-, TOLL FREE NO SCALE NO SCALE NO SCALE /--,\ IL HEREON 20 0 10 20 40 80
Q5
0 _jINSTALL i15�
1-800 PER
IL
227-2600 GRAPHIC SCALE
TWO WORKING DAYS WORK YOU 010 OWN" LD06- 025GR
x°
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCHMARK re S/O
.- .� . t � "
Drawn, m
SCALE " mak I I
RIVERSIDE I UNTO — 1 70 eEngineering.Surveying-Planning m Landscape Architecture CITYOFTEMECLA DEPARTMENT OF PUBLIC WORKS
CONTRACTORBRASS ISC SET 1" EAST OF CONCRETE T MARKER HORIZONTAL Three RefferWorld Clrclo" Ste., 200 Tam ula, Co. 9259
P . 951 2 4-9 fox. 951 294-9301 g .a DATE: 4ZO co
STAMPED - NO. 21914" 2.9 MILESS.E. ALONG PALA ROAD 0
AS SHOWN PARKS 3
FROM POST OFFICE 7 J.T LN.E.INSPECTOR I PRECISE GRADING PLAN
I
PAVED ROAD 5' L. L ., ®
S.W. s CONCRETE STANDPIPE. L 4 1VER'TICAL039.378 ANTHONY J. TERICHmA � WTRACT 30264-F, LOTS 7-10
TE COMPLETEDAD � . .E. w 21914 EXP. — R.C.E. No. 19744 EXPIRES7
! i •4
SEE SHEET No . 3
°
1 f
�� °
ji
7'
C.0 13
11
r
t�°�
F
.�.. � ems, t
° � baP
(100
,..w
., ....
�'
wP„.
M., r
G w.
��. ,,,.. �� . 1
1 70 _ — ._ r
A °
w
° a
00 «
86
it- r
' 11 I
W
34.56
rr V3Ia
`tea, 1.
®� � i
V1712,3,5
i k
in
4.
f® 1 �
FG
23.0
»
FG
FL/G[3
23.3 PLAN ICR
112477 3»7
.� «
24.27 a
m
0 4 G8 23.7 __4
PLAN 3
G • .°
4 4• 111 125 a 7 - 11
A FL FL «
m 24•
24.27 24.97 FG
FG 10.0
FIG
1 � � a »
4 G •
1123.97 c,�
_ F”
N. `� 4• 4° 11 1« 7 24.2 `�
b 7 11
a
° 2547
0L
1/
0,ij22• '1124 7
A FGr 24• » . B. m
4 FG 4»7A 24.7
« Iq
26.0,60
car
If P °47 ` tK
« tK• cam »
VIVO
11. 5»17
« 01,
y1G °01
90 24,1 ° '
F• a cca °4
« « `�
25.3 25.33 3°3 7
«,5 101-28' /F(3 INV.
° 273 6
N73
11
« 2: 1
«
1
148.860
16.30 «
7 °
«
° 7/CV
1REMOVE EX. DOWNDRAIN AND CONSTRUCTI
PIPE TRANSITIONI m
JOIN I « DOWNDRAIN. EXIST.
REINFORCINGTO BE TIED INTO TI
Underground Service Alert INSTALL « « a, SCHEDULE 40, DRAIN
20
• CONSTRUCT PRIVATE DRAI THROUGH UJ
Int TOLL FREE DETAIL SHEET 3 GRAPHIC SCALE
INSTALL1-800 U5 TWO WAY CLEANOUT SCHEDULE 40
DETAIL227-2600 PER
TWO WOWING DAYS WOK Y(X) (NO Eno omm
-S
CONSTRUCTION LD06- 025GR
I IV S/08 i � Inc. Drawing
L � RECOMMENDED BY:
Engineering Surveying*Planning«LandscapeArchitectureCITY OF PP T PUBLIC FCS
TEMECULA
CONTRACTOR RIVERSIDE I
HORIZONTAL and Circle, 1o; To uI A Co. 259
BRASS
« 1 Phn. 951 294-9300 rox. 951 294-9301
RESET,STAMPED 68 « IL S.E. L L gi
OFFICEFROM POST ' N.E. AS SHOWN « 77 O L J. PRECISE GRADING PLAN
I PAVED ROAD POLE m DEPUTY DIRECTOR! N.W. « « , m
S.W. STANDPIPE.
! T I «
am «
TRACT 30264-F, LOTS 11 -15
ELEV. 1039.378 VERTICAL 1ANTH Y_71 TERICHDATE: ® ®«mfi �a
DATE COMPLETED-- a « « « 1 1 T 7 « « a « 1 7`44• E I 3 7 T«
`e
SEE SHEET No . 2
.,.
® fit
k , w
„ vavM1 ,..'`fit f
T
4
11 111
p } ;
PA
t
^,..,„Sx .,,, f
��,,
.n..., 6 "m�
} i
d
x °
e,
M F
n.
..v
1 m —
........
+. ..v..
T .............
x#
c44.
�dd iT r
f
6 a
.
00 r
s
w
x
.771 T® "
X
1 �...
r
'GI
_ - ` 1-120,14-1, �, CT
M�wIT 1 ��^y”
R w.w..
�.„
V a
. �.�" 4,A car o
I'll, Nt
A w
_ � »
0 GFF===
°
_. 73.90
....w"
q.
19,5 .gip p � 1° 7 -
Q F' A ' ° a
20.0 10
19.5 a
G8 6 FL
19 PLAN 3A 1a 7
1 21,28 ,
1� — F" 0. 1
X
A 00 � X�
r ` �° 1 Q794 0,7 Q7 1°
> ° I FC1_G_6_" Li
t PAD=1121.2 FL C13 =7
PLAN1OF
°
rG
:�
20,87 1.37 L.FG °5 21.1 .71... 7 X1.4
„ TM{
FL LGe PLAN 2BR k G8
c ., ? 11 21.37 21,97 11 �11. A 1
PLAN 40
° FG FG 22.5 A8
1, 1
1121 Li
14. , 1 , 1 j
,
, , 1
e 7 . gi 0
1121,67 FG FL St
21,6 0 22
20.5 FG,
® ' e 47
79.79$ 30264,F
H.P. FG
1.
FPo d2 °. :
flo FI a 0
co 1
T ' . 1 .
83,310
Q
20 0 10 20 40 80
Underground rviAlert
20
Call: TOLLFREE GRAPHIC SCALE
1-800
227-2600I
LD06- 025GR-
CONSTRUC11ON RECORIDrawing No.
SCALE . Qw 10, f
CITY OF TEM ECU LA
Engineering-Surveying-Planning-Landscape Architecture DEPARTMENTPUBLIC
RECOMMENDED BY: DATE: :��Zel
CONTRACTORIII 11 TY —�° � 1 7
g HORIZONTAL Three B� er arld Circle, 4e. TemiaA pBRASS I
STAMPEDI L w
. s ° — ot m ° TE- 4DA
. PARKS
5
FROM INSPECTOR PAVED ROAD TOFFICELN.E.. . T : I LI PRECISE GRADING PLAN
F a
®
DATE-
DATE COMPLETED . . . 1 9-30-07 . w . No. 19744 EXPIRES .