HomeMy WebLinkAboutLot 18-21 Channel Lining I � . . . .
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NOTES LEGENDI" F1 •
1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING 1:3 im I I A 14 1 2 15 19
-- 3. FLOW LINE F.L.
APPENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 99 2
CODE2 �
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2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE
RAD F.G. Imm () �1�
SWALES SHALL BE
A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM FINISHED G E
� VIA DEL MDNI'E
OF 2' FROM THE TOP OF CUT OR FILL SLOPES. -� - �o PA UB .
STORM DRAIN S.D. .
VIA RA�Ii ,� ITE
3. MAXIMUM CUT OR FILL SLOPES = 2-01. It IIIIIIIIIIIIIII �. PRC�JE
rn BUYAL
> FINISHED SURFACE F.S.
4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL � WCA P"CE
FILL SLOPES OVER 5 .
TOP aF cuRB T.C.
ROAD V-4 Fax ROAD
1
5r ALL GRADING SHALL BE .DONE UNDER THE .SUPERVISION OF A COMPETENT CHANNELLININGPLI ! c - •c.
CERTIFY THAT ALL FILL HAS BEEN PROPERLY T.B. ~ �'
R WHO SHALL E
SOILS ENGINES TOP aF BERM � a .9 ,��
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1 DEEP.
H H POINT H.P.I G � � o
d� PIU P iGU 9,y .o
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA RD- .
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH LOW POINT L=P•
N f :. f r W
A NS
� - -4
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO r Pl �s�+..'-i°.w� " - �. _.n '
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE',
TOP qF 5LOPE ' 4j'µ .r(
T.S.T.S. f `r'. .* uw�=' 79
GRADE ELEVATION AND LOCATION OF CUT / FILL SLOPES ,4 :� '^
e i 5 7�
w,M1
1 y Y(k.. r r.. !�A':..Y# '=Nn..�n. M •r., � ,.. µSFS r' S tf4•'l
G B
KI , C T DIEGO
GRADE
BREA .. o SAN D
ROW DITCH DESIGNED TO HANDLE 1 QO YR Q STORM FLOWS ALONG
.yr ;12:Yrr: xx
7. PROVIDE B { ,, n , ": , 1,
TOP OF CUT SLOPES T NUMBER ..,:,-4 '3'�k-- 4� �r f
1.
SLOPES. �� i t
.
%, � � !� f d 3'I t , .5 r." ,,. I',- 1'._1 ., _...A,` ,_, . VICINITY MAP
`j� /� Be
FOR ALL FILLS GREATER THAN r- - - .. , .
- s° 3V ;,,"';,' '-,. ."
8. FINAL COMPACTION REPORT WILL BE REQUIREDr
NAP �. 'N . -,". :,1. 'll, , NOT TO SCALE
NOT APART -, I
ONE FOOT. P, y:, /)n ---- � f 11 ,"'.,.", % // (//J�y/� MIS �Ssr,.,
I "'+eMM1 'N 7
`_ r
, .
�/ .
r�.
t- �`
,.
wVv
TRAG q�
T BOUNDARY . �- '. 4,, T
r° ti
W
RECOMMENDATIONS a x ..�, s
CONFORMANCE WITH ECO
GRADING SHALL BE DONE E N +.. ' �,. ,.h
A. ALL G `�;... � �..{ ;,~ �� � � f
..�.. '., y; .w.,.
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R.
A {�
BY
. PETRA
f
r
lA INVESTIGATION .�
GEOTECHN C L ". ... � ..
� ,.
THE PRELIMINARY
. .Tr
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RIGHT OF WAY R/
• S +t!''.f Y •f r•d,kr• t 1 i' / Ii aI .," " F'rq11 I
DATED: J U N E 4, 2Q01 I _'
,�' y't.``t. u-1`
,.. .., r n r ...
-.7 Y r�7 ,i. :�,.
„ * ! +.
i �< cep.,,.. ;,
Y INE
1
PR PERT L r - ? `
a
-
N'.
r CONSTRUCTION NOTES AND QUANTITY ESTIMATE
H BE SUBMITTED TO THE t fw ti, % l . ,,
TWO SETS OF THE FINAL COMPACTION REPORT SHALL rr, {i
{{ F.
i.
Y
.r�z P `'7 ''. 7� j ',ti y.
i
DESIGN RECOM_ . , I : x w,..,• F .. r
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION
CENTERLINE x. .�, y
f, ..�, d: � ~s
JI - 1 'i?Y 't
J� .
r f t
f
`� r
{'
NFOR.M
4Y .ti. S
N NE NCO �i.
HAS EE DO 16
B <�c ,e r..
TATGRADING
Hf � •,.
ATIONS
AND CERTIFICATION
MEND � -.�`�-.,, �� i` :;y
il ffEW To B�
r- k •
t,
1� 2 F_�rn ..
,. X (l ij
At`
--W. ''ti' .r.,.CJS� 1: - �
1 t
;. ;+.:
��, f:x
Y I REPORT. � . �.
TH PREL ,
IMINAR SO LS • � .,.
RECOMMENDATIONSN ` `
ANCE WITH THE ECFLOWLI E
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11 ,.. ` •v
r - k
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n e
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'•:�� � � Y .:��'�-� �' N TALL PYRAMAT PER DETAILS SH
�: �. ',t4 8 I S EET 2
:w x '
5.
4. t. "'r. k.. r yi c
a _
... + r.,.,,.,.
CITY OF TEMECULA ENGINEERING ,,t T e ,,
TRACTOR SHALL NOTIFY THE CN
1 THE CONz: `r ,rr1.
0NE ,t, R {
CUT FILL L I ,
+. ; r ,
w.
694--6411 AT LEAST 24 HOURS IN ADVANCE 7545 S.F.
DEPARTMENT TELEPHONE (909) a N HEFT 2 AND 9
'= x � L , -. ,, j: J r r F 1 NSTALL ARMORFLEX LINING PER DETA I LS O S
AT .,
P ,_.
THIS INS EC k , - a
LOT GRADE AND DRAINAGE INSPECTION. � 1 ,
REQU ESTI NG FINISH DAYLIGHT LINE �{7 .
�dlt y r a } :� .{ '
CUT0
Y Fr=
1 . f +
APPROVED PRIOR TO BUILDING PERMIT
FINAL INSPECTION FORI.. �,y.
TION MUST BE I< .� :� _
-
t
.11
f in
.'F
, i
EAC H LOT. 4
, . ." ,/�' �i, 0
,.,-,L.,-. . ,,-,.,,". .,I .' t71.
PRQPQSED
NTOUR 999
..._
co
1j t
. .1 . . i t .' '
V,,,,.;,�,,
.r ..
VERTICAL 4,
HEIGHT AND FILL .:
T OR GREATER THAN 5 IN E �. . i
11• CUT SLOPES EQUAL 0 ti
999 !•:t r. X k
1V a 3 1►
:y..
EXISTING GONTauR
��F �5t �1 K' k' A, �. 7t
TO R GREATER THAN 5 IN VERTICAL HEIGHT SHALL ,' cT 2694 r :,
Si.OPES EQVAI. 0 _�c
.1 S , ti� - }
T 7H SLOPE =� �` ✓� t�i ,....,.,& - o
OR GROUND COVER TO PROTECT E �. , %,
BE PLANTED WITH GRASS ,• . .
r
r'' a
r
a
.y' .� f 1 �, .'�.• T T BE INSTALLED
A t �/ r. k, .� P YRAMA 0
.ilf � �, 4 ,k\ ,`f.
T RM DRAIN
S Q ^
V PMENT
4
CITY E ELO t :
ITY IN ACCORDANCE WITH D � � .::
R ION AND INSTABILITY ?; _ �'
FROM EROS �, �. i.
;� r° .� PER THE NOTES BELOW
& CATCH B14 I
ASIN ; ,� 1" - 01
mss" „�" l}je- 1`
17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. J_ �, '
CODE SECTIONM.. O
.� L N f� t MANUFACTURED OR
r.
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7 r'
.�
ti
%
'rrT .•''! �r�R
,. P R
,� .� � {f 5�, V RLAPS E
'Nej
2. 1 SLOPE D
r`
THE HAS � •'�
UNTIL E G RO U N D 5 � �: �-•. NATURAL SLOPE
HALL BE PLACED ON EXISTING GROUND 1'
12• Nf3 FILL 5 �- F. - ,' y s ;: .
�Yw■ ,
♦may^•.� r t _ .. - a" 1. ,<r +."
INSTALLATION GUIDELINES TYP
.. {, J t
RIOUS `�„ �� .r.
F S DEBRIS, TOPSOIL AND OTHER DELETE !v
BEEN CLEARED a WEED , , f_ r �' .4.,. �- �p� fr 4y j` 1.
`
f -a f.taS s t t: x•,. 'JP r. `t� 'l}`. :-{r' t'r ''' v y. f
�s, l r k v "s rt r �" r/�
s` t y a si.
8 i. I
MATERIAL. i ! 2r 4,.
s
_ '
123455
S.F.F .�► r .J .�. 4- ¢w VARIES
* 1. b r• -ti' �� 6 MAX•
PAD s DARE FooTAGE
it �1` o ,a=.yr q�,' i aW I' .f t. f.. .,:t
y� ,�
y� a� i
r
S.�V"a ;
�r
%
J
PLACED THE TERRAIN � i. � .� r R P RAP UR AR ORFLEX
URS UPON WHICH FILL IS TO BE I M
P SLOPING TERRAIN OCC ��' � .
13. I F STEEP �• ., » •
A.. \r, �; 1 MIN
�. �d
f' i/�
at° F
F-
.F
� W j
NATURAL SOIL FOR FULL SUPPORT. �;' 5w AS SHOWN ON PLAN.
MUT BE CLEARED KEYED AND BENCHED INTO FIRM U ,
SFINISH PAD ELEVATION 1234.0 r
�I < ,r .n.,.?�n. . �L , fir.,, :.� b`.
,. R.t.r
h.
r 1 r» "�
T PLACEMENT OF YIle) . ,��-.,,_ ..,, ti x.
Y A REGISTERED ENGINEER PRIOR 0 :01rr. COMPACTED BACKFILL
PREPARATION SHALL BE APPROVED B � (,y',' � � _ �- +G s
�; N� `} '0 2.0 THICK
` ,.
FILL MATERIAL. _!1 � f ';' "' ,.s� " -
/k !My Y x
.� A �: y 4 y D50 LIGHT R IPRAP ..
i * � Z
•-R
s`� •t r r'
a rv. fl.. •-
�.
�j 6
Lr H
1' .( `'�
14. DURING ROUGH GRADING OPERATIONS AND
R T CONSTRUCTION OF
PRIG 0 ,;; ,� < SLOPE
y �� -�� y % � .� >< � x
f
tea',.. ,....:y.° '•` » r ,r'r ,.+` r
TEM DRAINAGE CONTROL
i' "
PERMANENT DRAINAGE STRUCTURES E
» �: ,r` 1 �` 1 ,. 1. 6 THICK CL. 2 11
-
3 I•,! + r e u. i t
/A ; ;' .r✓. F` ,...,...,.... h .�Ir.Ni '!: ,k,.• ::y.,:.. r.., r� 1. '�,' ,.,..4., 1
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO I 47 ,. � :i,� �� 1 _
SHOULD f f u,, `� 7 FILTER BLANKET
r t �. 1
�� .,� �' (•, MANUFACTURED M I N
PR
IES. �e 5 �• 7.,Al � " ,_ i 5 f ,�
ADJACENT 0 _ MATERIAL
"+. ti.r f'b.. 25,.0 r f.ort( ./'s F 1. ,,`:... S {y ,.,�f.L FL ELE■ •
n� g Y. FLOOR OF LOT18
�, t r
H DS AS APPROVED a. .`. r ,; 4 d '� 1
15. DUST SHALL BE COT BY WATERING OR OTHER MET O31. „n 1 F LTER FABRIC NEEDLE
N ROLLED F 'r �: � CA PLACE I �
ww
z" ,. F ,.:. cl PER PLAN BASIN
+ t F F.
Y P NCHED NON-~WOVEN AT R(PRAP
Y THE DIRECTOR OF PUBLIC WORKS. INP
z. lk
_ ,` �, U
B ■ `f 4 ,} 5� 4 i � i
'S 4 a 4'
,: .� ' , f -# 1 l T W I TH ALL SURFACE.
202.5
� CONTAC
ti a r fr d {s E 't, ✓ k
y
..
SITE MUST CONTINUE
COURSES ON THE PROJECT F
1 ALL EXISTING DRAINAGE Cr.�..�._
6 � t 44 .:� a EMBEDMENT
f a. r ,- FABRIC SHALL BE M I RAF 17OOX
TO FUNCTION ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE . a �,�A.'F �- >` t n.k 17
` { , erg �. 9 r ,k. 1.�w , OR EQUIVALENT 1' ,
AN TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO n a; � `G
MEASURES D �.y �; �a ,'�,, . t
,� i rel COMPACTED BACKFILL
PROTECT ADJOINING PROPERTIES DURING GRADING OPERA 1 _ �t `!�` 1�. , %
��(r, �, C� ,;5 ,w � ', i PARK
T ONE AND FIVE--TENTHS 1.5 /{/� <r ff r,r F ;} £f.� `�� ; SITE
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAS ) 300 0 300 600 900 -b,.. a ;� ,Ef ;
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT k .11
4h ~ `� F 1
. , . L %I"k q I
AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT.
----------- _1% , . .% " ", - " . b '
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING _.. I
GRAPHIC SCALE ;��.�2, � 1 ' ; SECTION AAAA
'w
'Sty 4 V` { .
ARE REQUIRED, THE ELEVA }t ?: J NOT TO SCALE
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONSQ ,
E SHALL BE GIVEN.
IF AN ELEVA-- ,!y � r
N (WITH RESPECT TO MEAN SEA LEV L ,_ ' s `^#, SCHOOL
TIO ) . 1.
SURFACE IS RE UIRED THE ACTUAL . SITE
TION WITH RESPECT TO ADJACENT GROUNDS Q F_ .w ,
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. "` f ' I
r ter;
11 .
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
f INDEX MAP
PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES PYRAMAT INSTALLATION NOTMol
OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
- CENTER; COMBINATIONS 1 • THE PYRAMAT SHALL BE INSTALLED 'IN ACCORDANCE WITH THE MANUFACTURERS
SHALL -BE PLANTED AT 10 ON CENTERS, TREES, 20 ON CE E , ,
' PERMANENT INSTALLATION GUIDELINES UNLESS OTHERWISE NOTED BY THE ENGINEER. E
15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE E N S NOTICE TO
0
. IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER N UTILITIES QR STRUCTURES SHOWN QN THESE 1 TITLE SHEET �
THE EXISTENCE AND LOGATIQN OF ANY UNDERGRQU D 2• THE PYRAMAT SHALL BE SEEDED AND SOIL FILLED. TME ENGINEER MAY CONSIDER4-
1 0.R. PLANS ARE OBTAINED BY SEARCH aF AVAILABLE RECQRDS AND TO THE BEST OF OUR KNOWLEDGE, 2 CHANNEL LINING PLANS
PLACING A TEMPQRARY ERASION CONTROL BLANKET � i •e. , LANDLQK CS2) ON TOP qF THEIr-
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CQNTRACTOR I S REQUIRED 3 CHANNEL LINING PLANS SOIL FILL• THIS TEMPORARY BLANKET WILL PROTECT THE SEED AND SOIL FILL UNTIL THE ,�
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. TO TAKE ALL PRECAUTIONARY MEASURES To PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR VEGETATION IS ESTABLISHED. 00
E F R PROTECTIQN aF AND ANY DAMAGE Q
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. STRUCTURES NOT SHOWN ON THESE PLANS, AND I S RESPONS I BL q '�`�
TO THESE LINES OR STRUCTURES.
3• THE PYRAMAT SMALL BE INSTALLED STARTING WITH AN INITIAL ANCHOR TRENCH AT THE
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR N TRUCT ION BASIS OF BEAN �DOWNSTREAM END OF THE GHANNEL. THE INITIAL ANCHQR TRENCH SHALL HAVE THE
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. T ASSUME SALE AND COMPLETE MINIMUM DIMENSIONS OF 2 FEET DEEP BY 2 FOOT WIDE. THE PYRAMAT SHALL BE �c
PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQU-I RED 0 S THE BEAR I NGS SHAWN HEREON ARE BASED ON
ITY aR ITS AGENTS DOES NOT RELIEVE SITE CQNDITIQNS DURING THE CQURSE QF CONSTRUCTIQN OF THIS PROJECT. N UNROLLED FROM DOWNSTREAM TO UPSTREAM.
23. APPROVAL OF THESE PLANS BY TH E C RESPQNS I B I L I TY FQR JQB A PORT I ON OF THE CENTERL I E OF
ry
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY" FOR THE COR-- INCLUDING SAFETY OF ALL PERSQNS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY GOVT I NUQUSLY BUTTERF IELC� STAGE ROAD, BE ING N 14°54 S8" W
0
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON AND NOT BE LIMITED TO NQRMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES Ta, PER TRACT MAP NO. 23143-1, M.B. 241/79-58. 4. CHECK SLOTS SHALL BE PLACED ACROSS THE CHANNEL PERPENDICULAR TQ THE FLAW �
REQU EST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED R FESS I ONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, D I REGI I qN) AT A M I N I MUM QF EVERY 30-FT qN CENTERS. MINIMUM DIMENSIONS FQR U
DEFEND, INDEMNIFY, AND HOLD DESIGN P Q
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE QF WORK ON THIS PRQJECT. .
CHECK SLOTS SHALL BE 1 FOOT DEEP BY 1� FOOT D 0
THE CONTRACTOR SHALL BE RESPONSIBLE Tp REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS ,
5• THE PYRAMAT SHALL BE TERMINATED AT THE UPSTREAM END IN THE TERMINAL ANCHOR �'
IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE r
TRENCH. THE MINIMUM DIMENSIQNS QF THE TERMINAL ANCF{qR TRENCH SHALL BE 2 FEET a
FQR DISCREPANCIES NOT SO REPQRTED AND RESQLVED. o
DEEP BY 2 FQOT WIDE. _
• F' R OR LIABLE FOR UNAUTHORIZED �
CAUTION. THE ENGINEER PREPARING THESE PLANS WILL NOT RESPQNSIBLE O , ,
TNG AND MUST BE APPROVED 6• ANCHOR PINS SHALL BE 18 INCHES LQNG WITH A 1 .5 INCH DIAMETER WASHER ON THE END. THE �
CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRI I
ANCHQR PINS SHALL BE PLACED AT A MINIMUM QF 2.5 ANCHORS PER SY IN
BY THE PREPARER OF THESE PLANS ACCORDANCE WITH THE INSTALLATION GUIDELINES. ADDITIONAL. ANCHORS SHALL BE �
0
REQUIRED IN THE ANCHOR TRENCHES AND CHECK SLOTS AND AT ALL OVERLAPS IN z
ACCQRDANCE WITH THE MANFACTURERS INSTALLATION GUIDELINES. Z
.
THE CONTRACTOR IS ADVISED TO PREPARE HIS OWN EST I MA TES 7. THE PYRAMAT SHALL BE MECHANICALLY CQNNEGTED TO ALL HARD CONNECTIONS ( i .e• w
FOR THE PURPOSES OF B I DD I NC, CONTRACT AND CONSTRUCTION.
N T . THIS MECHANICAL CONNECTION z
CONCRETE HEADWALLS, PIPE PENETRATIO S, E C
MAY BE WITH A 3 4
IN. BOLT WITH A 1 .5 IN. WASHER SPACED AT 12 INCH QC, QR THE Q
PYRAMAT MAY BE FORMED INTO THE CQNCRETE•
0
@ Alertj OWNER APPLICANT SOURCE OP T OPO RAPHY BENCH MARK z
�II�CI�r rt�ut�C� �rt�r' �CENC'INEER ► NOTE� a
.F. CONSULTING ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC.
RIVERSIDE COUNTY DESIGNATION: T-27--81 e-
FIC CENTURY HOMES R.B �� �
o THE PRIVATE ENGINEER SIGNING THESE PLANS IS PAC( 2 1 2 BRASS DISC IN CONC. CYLINDER STAMPED T 27-81 0
647 MAIN STREET, SUITE 1A - �
RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 40925 COUNTY CENTER DR. IDE CA 92501 FROM THE INTERSECTION OF FRONT ST, AND RANCHO CALIF. RD. , 3w4 MILES .
SUITE 110 4U81�1 COUNTY CENTER DR: RIVERSIDE,AND ACCEPTABILITY OF THE WORK HEREON. IN THE NORTHEAST ON RANCHO CALIF• RDw 44 NORTHWEST OF RANCHO CALIF. RD. o
CALL TOLL FREE TEMECULA CA 92591 SUITE 100 I;909) 086-5103
EVENT OF DISCREPANCIES ARISING AFTER COUNTY 13' SOUTH UFA 4' 2 BOARD RAIL FENCE, 2' WEST OF POWER POLE #1751130E. /
TEMECULA, CAw 92591 T FLOWN: SEPTEMBER 30 1999 SET FIBERGLASS WITNESS POST 1 ' NORTHWEST OF MONUMENT• 'a
14004274600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE 951 ) 710-1464 DATE Z
N INFER SHALL BE RESPONSIBLE FOR DETERMINING X951 )676--8042 `_
E G
AN ACCEPTABLE SOLUTION AND REVISING THE PLANS _ � �
• ADJ. DATE 9-13-82 ELEV. r 1230.562 � ���� , LD07- 120GR aFOR APPROVAL BY TI-IE CITY. . - w
W ftK I NG DAYS BEFORE YOU DIG U
TWO O 'n N
DESIGNED BY DRAWN BY CHECKED BY Dr a W i g o.
DATE BY REV I S I ONS DATE ADC D SCALE q�pV ES 51�� RECOMMENDED BY:
� DATE. � ���� CITYOFTEMECULA DEPARTMENT OF PUBLIC WORKS `'D
CM CM J.T. �
_ PZANINIItM � �Si�I�N -9 0.13 -SiTRUCTI13 N � � �
�• s--
HOR I ZONTAL `� P I Ons Prepared Under The Supervision Of
`� ACCEPTED BY: DATE: ,31e �B o ` ' "' 1 In
�. T
F�ATNC�
. 2 �4
_ T �
`" No.60132 � � 08 DANIEL A. YQRK G� �
. AS SHOWN W Date ' Q
xavr., Lx-r.
40810 COUNTY CENTER DRIVE ExD. 8 30/08 * � r - � CHANNEL L 1 N 1� PLAN SCITY ENGINEER x��r�-- � s-
� � � * J . III x- � Y.- �`.'AY.,rx <
TEMECULA,CAL]F�3RN1A 9259-4879 , -- - Y
VERTICAL .� I I,�. . .:1.:1.:1.1.1:.1.1.1._:.%:.
C C3N S U LT N G 95L676.8D42■ FAX 951.8'76.7240 ■ wwwf .Com •� $ 'dr- ' LL
�` 4 60132 EX ares 6 30 Q8 R.C.E. No. 43212 EXp�res 03/31/O8
����-E �H� SHEET OF �
�` l� R.C.E. No. p .00 3 ww
AS SHOWN OF CAL
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ALL PYRAMAT LINING
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ON
'WKIR 0"'ETAIL NOTES SECTI
ow
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PYRAMAT AA-�AA ON S EEIr I
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