2001-7103 I (Plans) HEW STANDARD SYMBOL
SAN DEMM NA TER DISTRICT NOTES GENERAL NOTES PROPERTY BOUNDARY •• - •-- •.-- -•
1. A PERMIT SHALL 9E OBTAINED FROM TIN• QTY DEPARTMENT OF PUBLIC WORKS FOR
ANY 0VRK - W7HNN THE STREET RIGHT - -OF -MAY. RIGHT OF WAY
5.5' 4.5' 2 THE STRUCTURAL SECTION SHALL BE NN ACCORDANCE NITH THE QTY or ENO1MTAs
1. REVIEW OF THIS PLAN BY SAN DIEGUITO NA TER OISIRICT DOS PLsUC ROAD STANDARDS AND As APPROVED BY THE QTY ENGINEER.
— NOT CONSTITUTE A REPRE5ENTAWN AS TO THE ACCURACY OF, TIE R -VALUE TESTS SMALL BE REOCNRED PRIOR M CONSTRUCTION. EASEMENT LINE
LOCATION OF, OR THE EXISTENCE OR NON- DOSTENCE OF, ANY J APPROVAL OF THESE IMPROVEMENTS PLANS AS SNONNI DOES NOT CONSTITUTE
— --'
UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LNINTS OF APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY.
6' lbNtgRE7E QARB d GUTTER PER X THIS PROJECT. 4. COVSTRUC CONNECTED AND TESTED PRIOR TO CON STRUCTION BERM, CU%,
E)MING CONTOUR _. _ - 5 _.. - --
SORSO G-2 2 ALL DOSTTNG FACILI TIES W OC H MAY AFFECT FINAL DESIGN, CROSS GUTTER AND PAVING
LE, LIME CROSS1NtS� LIME PARALLELING, OR PROPOSED S THE DOSTENGE AND LOCH T1ON OF EVS77MG UNDERI) FACly1TIES 910M ON
EXISTING ELENA 11OIV X ?D 5, { ;'C.
CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR THESE PLANS MERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS
TO THE BEST
0 0 ° 0 - PROPOSED UI] UTY CROSSINGS NITHMI 10 FEET OF PROPOSED WATER OF OUR KNOWiDG& THERE ARE NOT OTHER DXlSTING FACILITIES
EXCEPT AS SHOWN
0 0 0 0 0 0 MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND ON THESE PLAINS HOWEVER, THE CONTRACTOR
IS REQUIRED TO TAKE
o E7QSIING SEliER MAR __ . ___ . __ .......
00 c 0 0• / SEWER TO CROSS UNDER WA TER MAINS UNLESS GIVEN WRITTEN PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY
SHOWN HEREON AND
0 0 . O o WHICH IS NOT OF RECORD ON THESE PLANS
PERMISSION BY SAN DEGUITO WATER OHSlRICT. ANY OTHER, , OR NOT 91OW O
° O 000 6 LOCA TKJN AND ELEVATION OF 40PROVEMENTS TO BE MET BY WORK 10 BE DONE SHALL GRAS PER CRY MIPROtiEIIENTS
!�
\\ 3 CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OP BE cONFlRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCnON OF NEW WDIRK.
\ \ \ \ \ \ \� CONK2RfTE SIDEWALK PER CITY OF EI MTAS ADJUST TO GIRADE ANY EXISTING WATER FACNJ (FlRf HYDRANT, CONTRACTOR
IIN1 MAKE EXPLORATORY EXCAVATIONS AND LOCAIE�X1S11NG
DOMNIDNN BEAUI1FlCAl10N PLAN DRAWING No. 0039 -S1 METERS, VALVES, VALVE BOXES ETC.) NHICH IS AFFECTED BY 0VERG?OUND FApLITTES SUFFICIENTLY
AHEAD OF CONSTRUCTION TO PERMIT
FOR REINFORCEMENTS, JO Sl SCORING, COLOR d THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET REVISIONS TO PLANS !F REVISIONS
ARE NECESSARY BECAUSE OF ACTUAL LOCATION NEW ' L-
AC PA WAIENT d BASE PER PLAN FlANSH. CURRENT SAN DIEG UfM WA TER DISTRICT STANDARDS E DaSTIWG FACILITIES
FACILITIES 00 NOT MEET STANDARDS, THEN THEY SHALL BE 7 THE CONTRAC701? SMALL M07IFY THE SAN DEW GAS AND ELECTRIC COMPANY
PRIOR PROPOSED CONM N PER CITY MRO*XOVT 0039-Si _ 75
UPGRADED OT CURRENT STANDARDS AT THE OWNER'S EXPENSE TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK
CONCRETE PAVING & SIDE WALK DE TAIL WITH COMPANY REPRESENTATIVES
_ - -- - 4. UTILITIES lid MAINTAIN MIAIIMHtUM 5-FvaT SEPARATION WHEN a 1Hf CONTRACTOR SHALL NOTIFY THE PACIFIC 1QEPHONE
COMPANY PRIOR 10 NEW ELEYAWV ~—
f�i
N. TS PARACLELNVG WATER SERVICES STARLING WORK AFAR COMPANY FACILITIES MID SHALL COORDINATE HIS WORK NM
COMPANY REPRESENTATIVES
5. IN M HORIZONTAL SEPARATION OF 10 FEET REQUIRED NO71C.. ALL TELEPHONE SERVICES WITHIN TMS PROJECT BOUNDARY
ARE
BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS *UNDERGROUND INSTALLATIONS' FOR LOCATION OF CABLES AND APPURTENANCES
NEW SLOPE
CONTACT THE PACIFIC TELEPHONE COMPANY.
TOP RAIL 6 ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS TELEPHONE: 1-800--422-4133 DAYLIGHT
AND ALL OTHER TRAV ED WAYS WAI LER METERS MUST BE NN FRONT 9 IT SHALL BE THE RESPONS/O1ITY O' THE DEVELOPER TO CONTACT >HE
UNITY � SAMCUT LAS �1!
42' HIGH RAIL PER OF THE PARCEL THEY ARE SERVING AGENCIES; ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND BEAR THE COST
OF
ARCHITECTS PLAN RELOCATIONS; F NEEDED.
10. ALL TELEVISION SERVICES N17MN TMS PROJECT ARE *ANDERGROUND INSTALLAVMS' DIRRECAONI OF FLOW
b FOR LOCATION OF CABLES AND APPURTANCES CONTACT APPROPRIATE COMPANY
It THE CONTRACTOR SHALL REQUEST A PRE - CONSTRUCTION MEE MG FROM THE CITY COV(7iETE CURB d GUTTER SDFiSD �Z TYPE r
ENGINEERS OFFICE AND SHALL PROVIDE AT LEAST 48 HOURS N0710E FOR SUCH A
MIEETTNG PHONE NO 633 -2770
12 PRIVATE ROAD IMPRO 90 0N HEREON ARE F IN FORMATION ONLY QTY - - -
... . � 10' 40' Of ANM APPR OR
KIND FOR THE DESIGN OR CONSTRUCTION OF THES£PRIVAIE � �VEMENTS ��� SORSD G-7
PA flO \ M, (!F APPLICABLE)
CONCRETE DRIVEWAY HOOFED 0-12
S C NCRE7E S11DEM4tK. REFER TO C17Y ARE LOCATED XIHIN A1077CE ALL ELECTRICAL AND GAS SERVICES W 7MNN TMs PROJECT ARE
OF ENCWTAS PLAN 0039 -9 Fi7R 1 P WAY AREA � *UNDERGROUND INSTALLATIONS' FOR LOCA OF ELECTRICAL CABLES ARID GAS
PROS YS REINFORCEMENT, JDNNTSy SCORING I ' 40 , PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS d ELECTRIC COMPANY
PROPOSED COLOR d FINISH DETAILS _ TELEPHONE: 1 -800- 422 -4133
O
KEYSTONE WALL PER GRADING MGHWAY 101 IMPROVEMENTS f f 2.S' 13 THE DEVELOPER SHALL BE THAT ANY A�IMUIMENT OR 6EAKXH MARK
ASPHALT PAVEMENT PER P[AN1
DETAILS 7103 -G 9HIS 4 d 5 , PER O �► WHICH IS DISTURBED OR DESTROYED 91ALL BE RE- ESTABLISHED AND REPLACED BY A
V �` 5.5 S V REGSIERED CIVIL ENGINEER OR A LICENSED LAND SURD
T
W ASPHALT CONCRETE' BERM1 SpPSO �A TYPE • A
PROPOSED CRIB WALL
'
51 NA TUIRAL RETAINING SYSTEM \ 1 2" RVElY-SECT101N T0AM TC H Ea s7w 14. THE DEVELOPER 91ALL MART( THE LOCO T1ON
OF EACH SEWER LATERAL AND PATER'
y , PAVEMENT SEIRVICE BY CMSaW THE LETTERS 'S' AND V, RESPECTIVELY , 2 NNOIES HIGH N70 FOUNDATION COMPACTED TO 90X'
ELEV OF CITY IMPROVEMENTS � = THE FACE OF THE CURB TRENCH RESURFACING CITY ENCWTAS STANDARD
PAD ( \ � DRY DEN 0039 -Sf _ _ _ MAW SITY
15. LOCA11(Mf APPROVED BY ]OIRAINIED GW THE CUB NN A MANNER AND STORM DRAIN APE PER PLAN SORT D-40
KEYS TONE WALL Al SHWA Y 101 R W SEC 1 SON BEGIN TRANSITION M EXISTING 16. ALL WORK SHALL BE DOVE N ACCORDANCE' WITH THE STANDARD SPECIFICATIONS FOR
� NEW PAVEMENT SECON ANN. 4 A.C. N 6 CLASS I BASE ' ' PAVEM THER A ENT FEA C. FOR PUBLIC WORKS CONSTRUCON (LATEST
EDNTTON), THE SAN D IEGO STANDARD SPECIAL SIOIRM DRAIN CLEANOUT S� D-9, TYPE • A -4' — Q
N. TS SDRSD -7 _
6' PCC d GUTTER SECA aN ON IS TO MATCIH EXISANG SECTION NV HWY 101 OR TO S�uoonH TRANSITION (ADOPTED BY 1HE SAN DIEGO REGIONAL
STANDARDS COMMITTEE), AND THE SAN DECO
BE DETERMINED -W FIELD BASED ON W' VALUE TESTING PEI? PER AS DETERMINED BY SOILS ENGINEER. 11 = 9 5
Off SORI! TYPE 'G' REGIONAL STANDARD DRA WINGS (LA TEST EDI LION). CURB T SOS D-Z TYPE W- I
SEWER LA TERAL SDI75O S-13 -- —S —S —
HI GH WA Y 101 TYPICAL SECTION DE�ARA naN OF R�ONSIBLE aHARGE
N. T. S I HEREBY DECLARE THAT I AM IW ENANIEER OF WW FOR M PROJECT WA T I HAVE DONESM WATER SERVICE SOHO P-3
EXERCISED RESPONSRE CHARGE OW R THE DESIGN OF THE PROJECT AS DEFINED NN
SEC 7700V 6703 OF THE BUSINESS AND PROFESSIONS CODE; AM MAT THE DESIGN IS
CONSISTENT W7H CURRENT STANDARDS FIRE HYDRANT SDWD P•-1 GiQ
I CANDERSTAND THAT THE CECK OF PROJECT DRAWANGS NO SlT7rAT>OhNS BY THE CITY OF
ENCINITAS IS CONITNED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF
WORK, OF MY RESpONSIBILITES FOR PROJECT DESIGN. EARV Mt7RIC QUANTITIES
CUT: 800 C Y.
SOWARDS AND BROWN ENGNEEMdN , NC FAT: -0- C Y.
2187 NE NICASRE AVE, SUITE 103 DFORT 800 CY
CARDIFF BY THE SEA, CA 92007
SITE ADDRESS
/D Lf 7LD( 97 NORTH H fGHNAY 101
BY ENCINITAS, CA. 92024
RANDY . BRO R 36190
�oQapFES$ /��� LEGAL DESCRIPTION .
LOTS 14, 15 d 16, BLOCK 56, MAP 187
AIRS PARCEL NUMBER
N0. 36190 T 258 - 033 -02 &ru 04
°C EXP.OM104
ONWR/PEIRMITlEE
f' JACK B QUICK
(� OF 125 SOUTH HOW Y 101
I SOWVA BEACH, CA 92075
� 858- 792 -7f49
or
A S
1
Nom
I ( BENCHMARK IS BASED LOCALLY ON THE TOP
u
OF CURB AT THE EAST END OF THE EXISTING CURB R. AM 361W
M
AtET ON ENCINITAS BLVD r
`.Ire r
. t
\\
W TY MA E ELEV.. 46 SHOW 56 AS SHO HEREON
N. T.S S i s
r' .:
t C-4 r
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGUITO WATER DISTRICT ° a Ob RRr APPROVALS CITY
OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0.
PER COST. PLANS FOR R.S 1788. PROPERTY PLANS PREPARED UNDER SUPERW90N OF RECOMMENDED APPROVED IMPROVEMENT PLAN FOR
CORNER ca PN� SA acv HORIZONTAL : NONE DATE : ,,1i7 HIGHWAY 101 NCINI TAS BLVD. 7103 I
SEE 6ENOWARRK NOTE DIRECTLY ABOE TMS BOX
VERTICAL : NONE
t,
,� - ►� �s! o _ __ R.CE N0 : Br : er : APN : 258 - 033-02 thly 04
SIGNATURE DATE RANDY R. BRO ptp ¢30104 DA DATE : P SCI EET 1 OF 3
b S WA LURE 00n 2 TEARS FROM DATE Siq a ENGINEER OF WORK J178 Na 00
DATE : 10/17101
-
: } {.� 4 _
CONTRACTOR IS 10 1€
c
t f i
-,-- = 1
1 j
: (
)
t
i
— 4 _ . _ ____�-__
1 ( /
t
<
,
• r
�' ,
f i
I t
( t
I
#
1 l
S }
- i
�
� �
�.�.
— _ _ -� _ + - s t
�
�
k
i
1 t i i
t + 4 { i
r
ff
_
�sj''-` Z r
1 I - 1 I IS � t ` , - --•�— �` 77 �' . '7 • -- -- --� ....�_- •._ -�..._ �.... .,...- ,4... -._.- ..}.._
- _- ..,�........�.... ...�._--- •- •F-- ,..... _ _ <. _4 ...-
� � t �i1 = t # f � � ! i s } � TY = s � "'t""�_" - "�'" 1 1 -- �•- ---�
� - ----� `_ _.�___.�_ ._..._,�.<
F
j
•ii 4 -
t
,
�— f— —— ._._ _� k 3 jj 1 ,_
< �
t
<
F
t ± f 1 # ^� t S I
t
t
i
}
4- , . . _ _ __. _. - - _ _ _ v� _ �1 ... _ _ _ » _ - -- _ _ _
<
A TORN DRAII'� � ; } 7 i
}
i t # 1 t 1 � � - ff � � - , - ; 1 � 1 1 y
At 5 T
OW DIZAJ?J
Va
- i
� ��.... .. � -._.t _ ..�.".._. � . .._..{ ....- .�...._.. ..-. .....t,_: _ (
r
t ')
{ bs
.. � <. � .._�_ _'t• _1.._ _. _...�. ( _y_.-- ...,...^� .._.,��
_— } t -- { -- -" , �.•.• - _ ' € i w
. 1
i
y
}
177 `
:
k
. _. + •M --t 1 -_. t _.: _._
. fff
W'7 V tA
}
,
;
_ - �5 � • t } } � p.l � (Gl/ONIRACT . 10 01017 G�'OS�1N�S -I�R ly ■( �r . / y ► ■
_ , Q _. t i } T ' ) �. Y �Y �. /1VC1lW• t �
. l' tt4
4 - --4- --- ..—
Rif'Y' t Eta v17TO1 U7fiCrn�5 _
LLIF,
1
1
AW 45 NOB FIMNS
# } i
fi
� � � JJ �. --�-� � �- ,,ij •--��- �--- ----�- �� --�-- i
4.0 Fa -� � r sx�a� - �RE�:A�n�u �Nr e�ow o�U�.
t !
r <
JA f`�OR � AIN IN Hid' 1 1 Y N ININI F +
.!10 (;E _ _ A ARC G ZIiVG I #
}
f
_ - . {.. -- i- - .. _ !.. .. � .... .. ._......�- ....,_ _ ._._,T•� «.�
.-.. __..
s
<
1 1 EXCAVATED R MHA It VER MEANS NICE ARY W SAFtGUARU } _ { w t
<
s Wt CIS NO INi: _�
_
� f , AIiAIN lE 41.4 PER. LCWD UES 1972-1
4— ;
+ 1 1
- .., .-{ . —._..{ :.._ "L. _ :. + __j "..: .. }_. : _ -... { -.-_._ ' _ - T"• -• -• i1 -• - _ _ _F - _ ..5
, - J e., . - .. _ - _.. ty- j . _ .. -+Y•�' -F•+._ j _ Y . j _ 11
»^^.- ..._,. ,... ..._ ..! —._... _..._. _. +..- .-_ —' .-.-. - _' -•�-_. "'_• _" J , , 'W y'<
--'T_- "T^`•
4 _
NOM
21 +00 �� � �CENTEI�LME — — "29 N05°5T29'11' 348 83' 21 5+M STORM DRAIN DATA A
REST>�c OF 1#C�fl'Ar'1rn AtW W A4aECT ° �. ��+F
I ( N c, L'S \ PA WNW TO BE LOVED AND RERAM � I
NO. A1 LENGTH RAMS DESCRIPA0N �,` PROPERTY FRONTAGE NFL � COMPLETED PER 1FE `� � x ,
N�f �3.ao' / �1 20�GiDD 1 € F aTY OF ENCMITAS DOMN' W BEAUBWATTOM PLAN ` \ v , \ � qq PER
CITY INIPRO*I"T PLAN 0039 -S1
AW 144.50 "R STW oC +h
#.
�Q -b I
`!
N32' 3H'l�'#Z' IS.oi'' 22.30 " UP 70RM 1 D
COMMA 7F WOW )w NVSrA AmN OF 1R' RCA PUsJC
2o'r ; "E E.47' " CP RM WAIAI 350 D i � �' STORM DRAM N'/C,yTY,OF ENCMITAS ENC>7�EERMG DEPT.
HI H WA s r
� a�LE,E ,
sae TO a Tl' a�AU»now am oraRaAr ar= tlwr 101.
t SEVER FORD MAM �-,
� � Q t�`iC7 1q" � �r�,�, �:��.C�
MV IERUNE DA A TABLE -4 l4 FP'
lut! NO. 0/NEARING LENGTH RADII/S D£SCRlPApN r I r — — —'� t — — — — `1_ — — — — — — — j
IIZV291V 16909'
�-
N05°5T29'W 34883
' _ ! S , t. v ?.LJ f.il_ ,_r- a y._ , .- ._r -za- ac r..ae �.- - ., _�"'- __- '_„^ • - _ - .
r- -"` 'r ♦ �• _.'l i.." •-'l i •_
Pic SE
/ 5.
- _ . ... _
•'il .A41c.. .Gc- ,� �+r _a.owx- .cc <ro� .__..,..-._..-- �..._- _,...- _- _.._._.,_._..�- � _. ^ w .,._.- 4 J�
_,.♦ � � `� i � _, , � r ..
�€ I � / _/s i 1 w � <: =rt..r+�L _ ,• co / �- - _ ....- _,.• -- ^ __ - .... — -'- __ r
._ - \. y; -- �� '•V * _ �, � _ -T'Zc _ � -1''y� ("�`� ._.__..�..._E" _ -.. _._ �.�.� �}... t a ? y '
... j/j....•1. �Y : _ `3 .... L ^. T�J
1
-- -yz s� . 0,
4
n
9 . 4 't'_
6 - - j
i � �/f � f • � t � .� w� ,��'j �--a�•--- r���i� ., .�.._ �� � ''��
.✓ �,-- :�'1�, :� �r
EG Cm PER a1 ' # / ` �. a` f3T L "
t Il,r 7 4U � � � _ _ ...¢� .� � � � i ` k'\ ., '"�' �,� '� r Y[, M l.b � ---� -
_ � �`'} r
NETE MN Loan t f - _ . - - _
Y PER CITY M�ROV£AENT 0039 -51 i {' i �` a r t t I t , $ �! \'� '4, `' <4�, . ` t� + oT
t / '. �f X t %" '`r Z
REPA z
- �y /y - ' ?��7�/
.� ��j,
ti � # !I 1 � 1 � `• �� I � —�-- � � �, 1 {�` ,�4� � C � � _� .� L� ,.'xt
— J » Lf _;" 4 `�f f f< � � F�
i � ` $y
ti+G1.WV 1r5"lal[CA1R71V 1d' ACA PERPSD D-80 { r °i t t + ' t f '` ` ,� '��` ( v .���
UW 3
TRENCH REPAIR OF AC PAVING SMALL CONFORM TO CITY { `t
STM TANDARDS TO IW SATISFACTION OF 1FE CITY EJVfANEER
CF ARAM SMALL BE MSTALLED PRIOR TO W A. MMAY N
C 8 \ GRAPHIC SCALE "? x
ETAS ti0 t HM'Y 101 PER 1W DOIIIV1tNI1V EN�G'NWTAS a t, �, �� t t t i I t ; ° �Y R . 9 q� 1 cS}
fi n\ 4� ` # i 3 '( �. �� = ' ��
WA(I11F►CAI►ON PLANS 9�9R Q EA ST. 11'PE;1r f �� s a m .s r I ! �� p`� Ap el _ '`
_ • - �{ ,
COON STD. DOC 104-1 223 -1 t I ! I ! =� ty \ ��� j �► 1" ;
M080 SMW DRAW aDWWT
a i '
t; -" LU No. 36 1 90
PER SORSO D -9 TYPE A -4 RI
M 46.50 40.66 IN FEET
E , , 4 ( ) � o Z ,
t c. , # , Exp. 61/30/04
ELEVATION DATA FAR EXIST. STORM DRAIN IS PER R.S 17M j � R�� � � -n 1 inch = 10 !t i t i x * 7C�
PRIOR TO START OF N 1� � _ � ' � � / � � Q OW VRIFY E OF t f _
T \ �g
M CONNECTION 10 E)ZW 24" RCP
N.
PROPIM STORM DRAIN A.P.Q.: 258 -0 -04 �t Z
AND TO CONTACT CIV2 ENGINEER F ANY AD�AISIAPINIS /
11N1S PROPOSED OI ESI(1 ARE REQt/JRED 34 6 CAL�i
".'.
CDV7SW E7�S'l1VG 24' RCP • 1ST _......� j W 0
W
R. P 8►own 36190 Z W
fiEwsms APPRM DA IF yam DA TE BENCHMARK SCALE SWa XM ICT D �' mm BY ° �' APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING N0. Z A
wQCz
'S BUILT 1 1 - 1#1 03 �- W OF a1Re 0 EASTERLY END OUT ON PLANS PR EPARED LMDER SLAQERV15yOw OF RECOMMENDED APPROVED IMPROVEMENT
PLANS FAR
� oMarw AM SEE aTr OF ENCINTAS �ZpM,gL l =1 DATE �o HI GH A Y 1 1
WROW31EINT PLAN NO! JW -I G W D /rNCINI TAS BLVD. STORM DRAIN 7103 -1
ELEV AT TOP OF CLN6 46.56
WWWCAL ' = ' W 19iD DAIE /vt A
: WE : �r APN 258 - 033 -02 THRU 04 210+48.85 TO 212 +41.02
RANDY aR EIP �/�/o� R sae NO 00-016 DATE: 10117 10+34.00 TO 11 +03.80 SHEET 2 OF 3
NoText