HomeMy WebLinkAboutTract Map 30667-3 Lot 4-57 Precise Grading 15 215 Fri yor
,GRADING NOTES
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORMPRECISE GRADING N
'q0
BUILDING CODE, AS AMENDED BY ORDINANCE 93-04. �;,\�
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED ;,` ;," 1
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPE.
3. MAXIMUM CUT OR FILL SLOPES 2:1.
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH. -PRO E CT
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT '
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1' DEEP.
_
6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA '�� - / ,. - _ - x �- th o R R
F _s - _ --
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION0 ROUGHO� �,� = � �_. ,�.. r`'` S
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
0V"N" MAP
GRADE, ELEVATION D LO C ;
ATI N AN CATION OF UT / FILL SLOPES.
_. .-
NOT TO SCALE
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 3. -
TOP OF CUT SLOPES. 33
S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
ONE FOOT. . of -..._ ... 1
-- >► - D V
' ' �►/" POFD` e
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF >`, 6 ,
THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES ''%! "� �,
DATED JANUARY 17, 2002
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ��' � , � ,
.� i , '_
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 1 ' ✓ - �C 1, "h+ `t `\ ,.
17-1
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE 909 694--6411 AT LEAST 24 HOURS IN ADVANCE r 3
iI 1
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ? , �` i , /' / , 1d � _ 16
11
EACH LOT �1 �,�` / / /` I .'., 3 2
_
' , ' "�� ' r��"- !- l��Y O�1 , !\ °`�, d:C' '� r ` ll ����� ' �\ , 3.ar - +;r• --
11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL (�I® HT _f /� ,
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO ` ;� r /,, 7 ` -
THE APPROVAL OF FINAL INSPECTION. 25
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
j1 �,
0\ ;4 , s
i, ` ._ -
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT ;. f / r y. _".�.. --- _ - - =
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. "7 / /� 1 '/' /' .99 /' .1 _ �..�. ..T. r
x / / 1' 1 .
14. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING - A N A
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- ,
TION (WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVA 1' i.�, ~_ / / 1 ,�,f
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 1 \ -�-� - - %' / I 6ti
20 22
.
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVENJLT
PLAN
. ; _ /r' , ��' i ,�,✓ fr ,l i( �1
1 EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE / /' 670 ("M
R ND COVER. ,.� '..
PLANT AT 12" ON CENTERS OR OTHER APPROVED G OU C VE . SLOPES OVER / f � ,,� � '` _.�y.-• ,
15' IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER SHALL BE PLAN- '
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
�f
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-- r _
TIONS, 15 ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER A s PMICE3m U.P.C. CHAPTER 10.R.
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 910-110-027
SCALE: 1"=120' 910-110-076
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
916-170-008
17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
oms LECEND
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- s NOOMSAM ESMWTM -
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTEDBEING A SUBDIVISION OF LOTS 13 THROUGH 16 AS SHOWN FINISHED SURFACE FS ELECTRICAL LINE E
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 0 INSTALL 9"x9" AREA DRAIN NDS OR EQUAL 108 EA ON A MAP OF TRACT NO. 29639-2, TO BE FILED IN RECORDS FLOW LINE FL SEWER LINE S
18. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS Q INSTALL 4" PVC SDR DRAIN LINE 5553 LF OF RIVERSIDE COUNTY, CALIFORNIA. TOP OF CURB TC WATER LINE W
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS ""
""3 INSTALL 3PVC TEE W 3DIA GRATE INLET CLEANOUT, INSTALL 4x3PVC REDUCER - 108 EA FINISHED GRADE FG GAS LINE G
O / / HIGH POINT HP FINISH GRADE FG
MATERIAL. Q4 INSTALL 3" PVC DRAIN PIPE 1296 LF PERCENT x EXISTING GRADE (1234.56)
19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF TYPICAL TYP. PROPOSED GRADE 1234.56
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL ASPHALTIC CONCRETE A.C. CONSTRUCTION NOTE NUMBER
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO MINIMUM REAR MINIMUM REAR# MINIMUM REAR* GRADE BREAK G.B.
LOT AREA (S.F.) LOT AREA (S.F.) LOT AREA (S.F.) CATCH BASIN CB EDGE OF PAVEMENT
ADJACENT PROPERTIES. YARD DEPTH (L.F.) YARD DEPTH (L.F.) YARD DEPTH (L.F.) TOP OF SLOPE T.S. DIRT ROAD
4 7112 26.6 22 5908 35.7 40 5016 20fi CUT/FILL TRANSITION
20. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE . EXISTING CONTOUR12&�-- A.C. DIKE
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 5 6457 39.5 23 5507 28.2 41 6147 23.3 PROPOSED CONTOUR 1126----
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PHOTOGRAMMETRIC SURVEYS, INC. SANDBAG LINE
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 647 MAIN STREET, SUITE 1A 6 5243 21.4 24 5218 21.6 42 6334 22.1 ASPHALTIC CONCRETE A.C. DRIVEWAY LENGTH (18')
RIVERSIDE, CA. 92501 7 5588 21.2 25 5056 22.7 43 5197 21.5 PROTECT IN PLACE P.I.P.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL (909) 686-5103 8 5778 34.0 26 5663 19.6 44 5206 19.5
BE PERMITTED. DATE OF PHOTOGRAPHY 8/5/98 �„ �:
9 5665 32.0 27 5986 27.0 45 5391 26.5 'I
22. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL 10 5877 32.4 28 6255 37.2 46 5144 21.2 DOES NOT IMPLY OR PROVIDE ANY AGENCY CLEARANCES FROM
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTEREDBA 11 5889 32.8 29 6547 41.4 47 5965 25.4 STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED
12 5889 27.8 30 6097 36.8 48 11193 39.8 SPECIES ACTS.
23. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 4751'35' WEST 13 5889 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN 32.1 31 5412 25.0 49 8311 20.4 YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE
(1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT ON A MAP OF TRACT N02928fiMB 298/86-89 14 5703 34.0 32 5906 17.4 50 6270 22,7 CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE
. , .
FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT DISTURBANCE OR GRADING.
15 6377 32.0 33 7485 22.0 51 5196 22.2
16 6459 30.7 34 8639 19.3 52 4898 17.7 E TO 71�E CONMCTOR-
-1
17 5865 24.4 35 5162 21.6 53 5596 19.3
18 7659 25.2 36 5047 20.fi 54 8111 17.0 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
M o R f 1 17320 Rodhil Ave. 19 8170 28.4 37 4937 20.4 55 4845 19.0 AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA,
. Svis.350 EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER
0 O K 1 C N imine,CA 92614 HRISTOPHER OMES20 5236 13.8 38 4895 18.0 56 5582 18.1 DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR
Voice:949-251-6821 21 5873 33.3 39 4921 20.4 57 7089 17.5 COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND
ss C M Y L T Z FAX: 949-251-0516 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE
* ON LOTS WITH PLAN 1 MINIMUM REAR YARD MEASURED TO RESIDENCE, NOT GARAGE. CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO
P L A N N E R S E N G I N E E R S SURVEYORS 19 Corporate Plaza GARAGE ENCROACH APPROX 15' INTO SETBACK PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN.
Newport Beach, CA 92660 714-721-8200 rax 714-721-0660 L.D04-094GR
CD
00RLICON FE X)M DATE BY FE1A8'KM DATE AC+CM BEMM MAWOF DEQ BY MAVM BY CHECKED BY DRAWNQ NO.
ESS
QR RECOMMENDED BY: D ATE. �4'91- C" M TEWC" U1'T11 W OF PUKM 1V0IriCe
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �4� -1 R• J� <<c.
CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL _� 'yFy 2� DI ANS PREPARED UNDER THE SUPERVISION OF t�
COUNTY BENCH MARK T-46-81 RESET tri cy�
1997" EASTERLY OF THE CENTERLINE OF AS NOTED c� _ No. 42324 N m _ � ACCEPTED BY: DATE. PLM
INSPECTOR SR-79 AT THE SOUTHEASTERLY CORNER OF "� Exp. 3-31-2006 RA DATE: (J" RONALD J. PARKS ■
THE BRIDGE OVER SANTA GERTRUDES �* P * H NRY JIMEN Z DEPUTY DIRECTOR OF PUBLIC WORKS -- p111ACT
3OW-43
CREEK; 4.5 NORTHERLY OF THE SOUTHERLY VERTICAL C�vl1 _ \Q" rrf•:-:ag9a
DATE COMPLETEQ SIDE OF THE CONCRETE SIDEWALK. 9TH FC R.C.E. NO. 42324 EXPIRES: 3-31-06 R.C.E. N0. 19744 EXPIRES: 9-30--05
ELEVATION 1097.163' N/A OF CALF �+ T SHEET 1 OF 5
5 R/W INSTALL
FL oF PIPE 1/2*'
CN SIDEWALK-
PLACE- ABOVE GUTTER 640 REMOVABLE
FLOWLINE PLUG
INVERT ELEV 4 PVC
l _- __.. _ _._ .._ _ w _ _ A
PER PLAN 2%
U-66'
2D
A
. .....................
55.0o,
8FG��. '^- .„, .-. __.„ - .' ,..� _' 1088.5
/Nr
FG 4p N<//
42.2ir
%";x'
%
9
-fto 70 _TG
' 1 1�4 � � , 1LR7.
FC INV ELEV PER PLAN-
�,'wo
tfp X71 g
6
36' IM7.9 co CURB k GUTTER rl-_�
T_1 3"x4" REDucER 4PIK40#X41f TEEJ
59 7.1 #IV 1"0 R
Hp, 7 1087.5 12 3"' MIN PVC (S CHEDULE 40)
O� 3R .000 HP FL S.
115 1 36#
cr) (z) FF=1089.7
PAD=I 0,g9.0 105.39 F,2'
j::� 10-M-2 Tp • 0.6 1- .-
LA_ rc 5. 3
7. 1 2 1087. TG
1 .5 W .......
-10-88.4 FF=10,89.2 7.4
mp
1 5d LF 4' pVC 1088.5 100m i I CR
Al 0.5%_-1%,Le) 2 74 w, 'A Ir
10 FF=1088.7
A 73 r I 2CR 11/2" MJN COVER
2 1 c43
HP A PAD=1088.0 6. 3
97 pW .4
.........
101174 FF=1087 2
---v FF=1087.9
Q-7) 0 ej
1 / A L[y f� ... GF 1087.9 j.",
1089.2 HP I PAD=1086.
05 • 08'
b� -G8 FL- PAD=1087.2
6
C,; Aon 57
r)(y 9 6'
Li 2
GFS 1088 7 -7
0.
1097 7.8
u 087.4' 1
co FS nO N
-SEC
Ar4-- 10970 TC f J
50-56
0 3
-FS
Co
1087-16 FL .3 FS
19 .0
01) 4k
55. FS two-
ski,
PRIVATE DRAN-THROUGH DET
-CURB---
56.
LA_
LA_
.3
15,
.......................................................
loop,
lu
00 4 ko,
4
c
L!
*2
FS A 2.4T
FS
NOTE.
.14
.49'
3 im - I
6 N%-., DRIVEWAY LENGTH SHOWN AS (25')
25.4.-
Ip
FS
G
.4 CONSTRUCTON NOTES
5.
'`C�` i'. e{ ;/� � 1 Q1 INSTALL grxT AREA DRAIN NDS OR EQUAL.
.4
ra
JAI
/00 •of), -G8
%..P"
I -GO INSTALL C PVC SDR DRAIN LINE.
Ain a5.
so 1088.1 7w
A INSTALL 3" PVC TEE W/,r DIA. GRATE INLET CLEANOUT
.00 Q
5 1.1XHP 1084.6 TF INSTALL 4"x3" PVC REDUCER PER CITY STD. DWG.
J 10 38R 10m 6 7.5 NO. 303 AND DETAIL ON SHEET 2.
4 73 LF 4'
ow if FF-mb FF=10 ._-1089.7 j AT 0.7%---1,,.-Z) Q 14ry
A 2 PAD=1088 1 . ..:-" I i 112 5' INSTALL T PVC DRAIN PIPE.
HP .7 1.1% 1
5.
2C D=1089.0 It 02 LF 4- G 2 6
FF-1090.0 - I I A 0. 2 - 1067 1 1
ft,� 0 2 1 Lr 4v 1 1068.1 1 1_0877 HP I
PAD 1089.3 A 1.1% 11 Ift ; o
- I
106Q.6 1 108 . 1
FL 2
00 A
CN 00 1. 1 3CR
10"i -1 1H'3 -1 1FF=1087.1
1\•,` FG 00 FF~1088.8 1 PAD=1086,4
HP 1 .7 PADS 1088.1 1
7.
1 4
067. NV 'd
A87.6"#M*V-01 1(0 7 087.3
• fum./ my 4 "c .5 k
Rp- < -.7
Lu
__ w
04 1090.0 55-720 �-orti
FG 1009.0 5 Ts 66
1 Tw
wwww" 7
FG
TF
N.
1083.6 TF
4_11
c"I
/ / !,J
27
19
T.,-------
' �_ � - ._ I ��' 1' ,:•.00 SCALE 1"= 20f
20 10 0 20
GRAPHIC SCALE
3 B R
FF=1085.2
PAD:z7 8
f
4 5
M 0 a S 1 17320 No"Ave.
Swhe 350
D 0 K I C N Irvim,CA 92614
Voke:949-251.6821 C)
SCHULTZ FAX: 949-251-0516
PLANNERS ENGINEERS SURVEYORS LD04-094GR CFO
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE VESS/ DESIGNED BY DRAWN BY CHECKED BY DRAWING NO.
Y:
RECOMMENDED B DATE: DEPARTMENT OF PUBLIC WORKS
3 1/2- DIAMETER ALUMINUM DISK, FLUSH IN CITY O F TE M E C U L A
CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL
CONTRACTOR 0-- *% PLANS PREPARED UNDER THE SUPERVISION OF
COUNTY BENCH MARK T-46-81 RESET
2-1 ACCEPTED BY Z/
1997" EASTERLY OF THE CENTERLINE OF No. 42324 DATE:
AS NOTED rn
INSPECTOR SR-79 AT THE SOUTHEASTERLY CORNER OF uj rn DATE: (!2-to-6 d-� RONALD J. PARKS PRECISE GRADING PLAN
b(, Exp. 3-31-2006
DEPUTY DIRECTOR OF PUBLIC WORKS
THE BRIDGE OVER SANTA GERTRUDES
CREEK; 4.5' NORTHERLY OF THE SOUTHERLY VERTICAL HENRY il qtlz
TRACT 30667--3 _6�
DATE COMPLETED SIDE OF THE CONCRETE SIDEWALK. C>
ELEVATION - 1097,163- COP k R.C.E. N0. 42324 EXPIRES: 3-31-06 R.C.E. NO. 19744 EXPIRES: 9-30-05 4 T/�/�[�I 57 SHEET 2 OF 5 c*4
N/A L 0 073,
__ _ rAUcgjS
9.
71.5
1 2:1 SLOPE �s
68.11' 1082.1 60.00 - FG _. ----_...-�. _ �.•--- . I �
x•48' 2:1 SLOPE !FG r • .� VE I I
�, -T*j 1081 1080.6 FG j a
-_- - , .., ..�rcD i -�� 1090.3 I 1
_ 'r • I-- - 1\91,.2 � F9, FG "' 1079.5 IN1/� � � � 1440.2 I
1061.0 .00 FG I I
FG �____8 FL 29.55
_ ta8z.t HP T` 1
1 FG � - 16 17 �
j
_ 1
1 38
1084.3
1093.4 1041.4 t I 1
_r FG 1 1080.6 INV I 1 Q.QO' 72 PVC 2 �`�'�1081.6 ( I
r r
53.39 _ -r r r 1 4.29 1001.5 I 1090.6 1090.4 AT o. PAD=1080.9 I '
4 -�_rr 1095. • 1084.3 1 p
.35 - --�� 1 N 1 t 1080' MN I 1079.81 t 2 I I '
• 53.36' 2:1 SLOPE ! 53- --- • F FG _FG I FF=1081.9 I
1097 1097. ---- 1086. "� 1 '- 1 1 CR 1091.7 I I 1 .o TG
� I - �- •�4� 1 HP I I PAD=1081.2 t 1079.2 ISN I �
_ � 11 12 FG 1 FF-1082.0 � �' 1090.3 TG
1 FG ? 1 1 .00' 1 .- 2 A 1.65 I = 74 IF PVC 2 t 1079.5 MN ;,, 90 LF f � I E
HP c 1 5' 2 -1 PAD--1082. 6• AT 0 1480.4 1 1080 2 AT 0.5% I
a,
HP ,
.. 1090 � I
Ff 1 1083.4 1: toes. :1081.5 I I 2 46 LF f PVC 1 .00' I IOWA
1 5. P pp 1 HP ? FL�GB so HP AT 1.1 HP 28.86 I
cr •• ,� I
17 1 I 1090. 1 GF-100 1.1 0.4 Eo 1 I
1082. 1 1082.6 1 Q:1 1_ Do
r. r
1 5.8 1 .41 1 B 11 ' we _ NP 1 I I -� I / 1490.0 I
5.! ��.: 1086.7 5.8 1085.9 g'° 086.1 h A o•sx 2 A .OX 35
1"� 1 ea LF 2 --�- . : :. - 1 -�- °
FL 3 ioe6.7 20 2CR FL HP FF 1 5 �� 10 .4"� 2 �.ax 1 A . 5 _ I� GF-1081.4 1 - 416 m49r, i I
FL 7s LF �' PyC 2 PAD 108 .4 �10g5.0 9 1 1 9 10925 1 1 I 10909- 1 1 t ` ^� r by 1 I
Fr=1087.2 4.3 141 2• II II :I 1
o.7X O - 08 1 108 _� 1 1061. �_� � 1 �:- �
g FF-1087.9 PAD-1086.5 AT �' pN,p_1 1 HP 1 11 �-G9 Fs --F�: I► I I -. _- 1079.0
I CR = _ S ( K_ 2 1 I. 11 = F5= o I 1
PAD=1087.2 10 7 1G F�.1085• : 1 32 1 1 3 ra
N 1099.1 TG g 1 6 HP �� °• 1 1 1 I �07�. g 1.89 ti I
FF=XXX.X 1)T), 1 1 1084. ,,, 104.3 1 - 083.6 __ rt 1 1 i'
PAD=10� ` 1086.4 1 108513 1 005 a 1 FI^ - 1 1108'14 4 GF 9 _.._ - =-- 1079.8 T'S ""r~- FS
1085.6 INV HP 1085 6 i - x 108 •5 .d0 0 1080. ap 48.11' 3 I
HP ;..., Hp G r 1 3 ,�
1086. 57 LF PVC 1 .8 INV 1 1 1 _( - OAO. 4 I l
5 2 1084 C+ 5 •- r 1
HP 239 LF If .08' AT 0.55 1065.7 1 �. LF '� PVC :• vj„Gg 1 1 31� '" :, FS
2.65
38 LF �' PMC A 1.8% 1 • .. 2 A .6X 1 ara ,, 1 1 r, o, ..� `� , 3 .05 I
... AT 0.85 2 I 1095.7 LF PVC 1 `� 1 __ a 1 1 1.1 .. 111b.: 51.72
7.9 ' I - 8 2 A 1 0 1044 3 1 a• 1 1adS - ' r ,� 68' (`� �`
.7 GF-1087. _ I 1
4 0.3 m i GF_107 7.e 1 1 '.-: 10�• -c� 9' o"�
1096. :FS FI- td[R•4 4 ��`o �• oa
W id I 1086: �
FL-GB I i 1 I 1
. .. I I �-"- •._>��f B I 1 dB-.� •1.9 ,7 � - -- 1 1081. v � � '� �o������' cp�
f
., .� •.
��,
c•-: 3148 '
1 I I 1 "fes
_ -.... I N �.•. � 1083 � 55.83 ' � �..
.4 4F ARS `$' g• '� 1. _ o I
' FS-- ''' " 1�•- � .4 �`�� � !� � _ - 0
1085.5 1044.6 J M..., ; 4 ! ! 1 _..- •. - - "]�G _ l
,
S
3
1084
--• _ FS _fS FS - 61. 3 , s"__. � _ .._.... _.____.
f5
r
00 _ _
i
J
1 5 1 ^� �- 7 .01:
w
61.00' 3
61.00' 1084.
-
A AT
1 •1 .
_� ..
$.
Al Co.
c ' ti
4 -..
A& � -�'.. ._..-_ -_� - , . _ �� 1090.0 1 � �:�I ,�p'19,p'1°�• F�- � o
• ,� _ _.
4 ;.�=� 5D.81' .51' ..�..::. � .�7� 4 �
__._..- '� ,� •� 1.70 wf -
__.- _ _�•_--- - - -- , - - ----~- �- , •X. _. 1J� ll'' _ ,�-'-' 1 _
- -
' - _ '_' ��_ ��-�:: `, � ��.• ,� r � ,2 '`? � PBZ 1081.
49
550 F5
4 ?�
ILx1081.9 FS
-�-
r
I
� I .00' 0.3 ED FS
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NOTES_...
Q1 INSTALL 9"x9" AREA DRAIN NDS OR EOUAL. SCALE 1" 20'
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Su+�350 412 INSTALL 4" PVC SDR DRAIN LINE. 20 10 0 20
3 INSTALL T PVC TEE W/3" DIA. GRATE INLET/CLEANOUT,
0 0 II;I C M Irvine,CA 43614 4"
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Voks:949-251-84121 INSTALL x3" PVC REDUCER PER CITY STD. DWG. GRAPHIC SCALE
1 NO. 303 AND DETAIL ON SHEET 2.
s c M U L T z FAX: 949-251-0516
Q INSTALL T PVC DRAIN PIPE. LD04-094GR
PLANNERS ENGINEERS SURVEYORS
DESIGNED BY DRAWN BY CHECKED BY
RD DATE BY REVISIONS DATE ACC'D BENCH MARK FESS DRAWING N0.
CONSTRUCTION RECO SCALE �4 /p RECOMMENDED BY: DATE: ' / TEMECULADEPARTMENT OF PUBLIC WORKSQ ciTY OF _
3 1/2- DIAMETER ALUMINUM DISK, FLUSH IN �k� y R• J/ �� "
CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ��Q' y� Zc, PLANS PREPARED UNDER THE SUPERVISION OF p� to
CONTRALTO COUNTY BENCH MARK T-46-81 RESET cn z ra - a
N INE OF No. 42324 � - ACCEPTED BY: DAA• PRECISE GRADING PLAN
1997 EASTERLY OF THE CENTERL AS NOTED W DATE: - - RONALD J. PARKS
INSPECTOR SR-79 AT THE SOUTHEASTERLY CORNER OF aG. Exp. 3-31-2006 �-
THE BRIDGE OVER SANTA GERTRUDES * * ENRY ENEZ DEPUTY DIRECTOR OF PUBLIC WORKS . TRACT 30667'"`3 0
CREEK; 4.5' NORTHERLY OF THE SOUTHERLY VERTICAL CIVIL ��
DATE COMPLETE CN
SIDE OF THE CONCRETE SIDEWALK. q�f EBF R.C.E. N0. 42324 EXPIRES: 3-31-06 R.C.E. N0. 19744 EXPIRES: 9-30-05 f�� - �or,� 4 T1119U 5 T
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PAD=1082 } , NOTE.
NO. 303 AND DETAIL ON SHEET 2.
s t M V L t t SAX: 949-251-0516 � i . _ _.. _-_ . _
- DRIVEWAY LENGTH SHOWN AS (25 ) ® INSTALL 3" PVC DRAIN PIPE. `Q
PLANNERS ENGINEERS SURVEYORS LD04-094GR -c
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Rp�ESs/p DESIGNED BY DRAWN BY CHECKED BY DRAWING N0.
Q �V,q RECOMMENDED BY: DATE: �✓� DEPARTMENT OF PUBLIC WORKS
" ,A a C I T Y OF TEMECULA
3 1/2- DIAMETER ALUMINUM DSK, FLUSH IN ^ .� R J/
CONTRACTOR_ CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL �4r ��Q' y� PLANS PREPARED UNDER THE SUPERVISION OF
COUNTY BENCH MARK T-46-81 RESET
1997" EASTERLY OF THE CENTERLINE OF AS NOTED c� No. 42324 , ACCEPTED BY: DATE:
INSPECTOR SR-79 AT THE SOUTHEASTERLY CORNER OF W Ex 3-31_2006 "' DATE: RONALD J. PARKS PRECISE GR ADI N G P LAN
THE BRIDGE OVER SANTA GERTRUDES �* P * HENRY JI NEZ DEPUTY DIRECTOR OF PUBLIC WORKS - J
CREEK; 4.5' NORTHERLY OF THE SOUTHERLY VERTICAL J'j9 TIL ��- _ TRACT 30667--3
DATE COMPLETE SIDE OF THE CONCRETE SIDEWALK. �F Ar 1F R.C.E. NO. 42324 EXPIRES: 3••--31-06 R.C.E. NO. 19744 EXPIRES: 9--30-05 �r�'f...............
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NOTES
INSTALL 9"x9 AREA DRAIN NDS OR EQUAL. 89.89,
rs:
INSTALL PVC SDR DRAIN LINE.
jj�
IIA 0 a s 1 17320 Redhill Ave.
• .Swift 350 INSTALL 3r PVC TEE W/Or DIA. GRATE INLET/CLEANOUT, SCALE 1 zt 20 - I
..........
INSTALL 4!x3l" PVC REDUCER PER CITY STD. Di
NO. 303 AND DETAIL ON SHEET 2. T�Fiji .........
0 0 K I C N "no,CA 92614 20 10 0 20
voice:949-251-8821 C)
CHULTZ FAX: 949-251-0516 INSTALL Y Pill DRAIN PIPE.
GRAPHIC SCALE
LD04-094GR T
PLANNERS ENGINEERS SURVEYORS -0
DRAWING NO. C)
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY I
SCALE 01 ss RECOMMENDED :BY: DATE DEPARTMENT OF PUBLIC WORKS a-
lii�lq CITY O F TE M E C U L A CT
3 1/2- DIAMETER ALUMINUM DISK, FLUSH IN
CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL
PLANS PREPARED UNDER THE SUPERVISION OF r
CONTRACTOR r" -- IOU
COUNTY BENCH MARK T-46-81 RESET 0 ACCEPTED BY: DATE: 2/
1997
- No. 42324 7-
1997" EASTERLY OF THE CENTERLINE OF AS NOTED 0 m RONALD J. PARKS PRECISE GRADING PLAN � �
INSPECTOR SR-79 AT THE SOUTHEASTERLY CORNER OF W- Exp. 3-31-2006 DATE: 41-1 DEPUTY DIRECTOR OF PUBLIC WORKS 9
THE BRIDGE OVER SANTA GERTRUDES HENRYr. AfIl TRACT 30667-3
CREEK; 4.5' NORTHERLY OF THE SOUTHERLY VERTICAL clivi
C`4
DATE COMPLETED SIDE OF THE CONCRETE SIDEWALK. R.C.E. NO. 42324 EXPIRES: 3-31-06 R.C.E. N0. 19744 EXPIRES: 9-30-05 ZOT9 4 T1711?U 5 7 SHEET 5 OF 5
ELEVATION 1097.163- N/A or CAE
FG D5.0 fFL