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PLANS
• StrUt �Tf jc �.-.C�rn.r.��.�.p`
E +f r, 5�1,^•y,r� J
€ ' 7051
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19 TH ST. ( �— t > r� e,_ and
becowe st,bj . {I. e, r:,, or' ;I D 1 R I `t 14
.
SUBMITTED FOR APPROVAL BY
316 5k"'t I ornia
1--
HAMILTON
9
10 11 12 13 14 15 16
W iN ?L IN C 0 0 N I F, RJ)f {lt t.l'N11 SE1 YCV I\
SHEET /vo. I T R A C T
8 8 N 0. --- ASSISTANT DATE 4-30-6¢ • '�.
�
MIGNONETTE --- — — -- _— -- 18 TH T 7 0 5 I 5� � I`�f`;. I 0F, 4 :��1 FI713
_ STREET
- ?.v +x-.+;xae.a.- t.?`:x.,: i5--`!s-t<-- +r!+.-5.'x. _hr 32"!_ t � -x^� -a !.1R"llq.C'F sf:_.$'�?^•Y.
� /NPTgIL G'" OFyE/VT C/NFO STEEL H/gTEQ tnvE _a
/C
.Tf.r+. F.H. SCALE: 1".g0' _
1
3 MISSION _ T.
23 22 21 20 19 18 17 W
I � Q
GENERAL NOTES
6
Wd 10 !. A// work sho//be done /n occordonce w/th rf7ese ,0/4717s a wy
cr 0 I rhe /963 Revision of 5t01?0'c7rds 47nd 5oec/ficotions of
the County of Son Bernardino.
I 2 I I �ench .Mar Coun Y)/ 5unveyor'S 8.M. Z.0` T of cenfe�/she o{
Dred Corne/ion 5f. E/e✓ /447. SO (U.5 �.5.
5 24 25 26 27 28 29 30 J N
�ofum > per C.S. FB. 27��24.
� � o
I W
3 .00r/rwvy improvements sho//c017forrn fo the recornmeneotiona
: I d of the 5or/ Bernard/no Cou/7ty /%17n/r7y Corn/n/scion,
I Ii0 °+ Q 4 Strest markers ,Der 54717 Bernard/no Caunty Std No. -303
V sho// constructed of each intersection.
2 = HOLLY L L Y — I ? 5. Stop signs os required by the County High way Tro ff/'c
4 STREET
/NS'T,gLL 6"CEMENT L/N D STEEL h�4rF L/n/E -N .sect/on sho//be shown On these ,o%nS c�no' //�SfO a by
--- --- —— —— a� I 12 the County of the expense of the owner:
6 A// 01,0e /roes or strUCAVres of prey k/red not 5h0017 on these
I \ TF11S LINE MUST REMAIN t1.to/ons with/n the //rnits of t/7/5 Subd/vis/'on or /n adjocer�t
AT ALL TIMES. GONTRAGTOR t
I I MAY AT HIS OPTION:f 11 MOVE T1.4� _ .1�1E Ria a,--&05 where improvement work is to be done s/7o//be rerno�d
3 sNEET ...o. I EX16T{NCZ LINE To THE DESIGN Or re/o CO ted/?pod D475 reC/Uired OtnO COST t0 the -6a,7Bernard/170
1--' County eportment
I � LOCAT\ON (2) 1AISTALL NER/ L\tJE A�y�
SNLVAG'E T4}F �X1ST►11C� Fcip USE
37 36 35 34 33 32 7 A permit fro/r� the .fin Bernard/no COci/�ty Rood Oeparf/nent
I I 3 I ( 11.►E�-r la LL 1.�Er, L�N� AKp AbA11DOK VICINITY MAP w//r be required prior to the beginning of 47rny rvor�or con-
( EX�ST1NCt �N PLACE. StrL/Gf/On }.within the .streets or ec7semenf5 /n th/s tract.
I ( SCALE : 1"= 5 00 e A Permit from the San Bernordir/o County F7oodControl
2 N ( I District w/// be required prior to ony e�croochrner�ts or
aI I 26 Const✓-uct/on within -'/000'Co/7tro/Eo.4erner?ts or right of-may.
1 O ( I 9. A// water moires 3ho// be f/cashed orad disir�fected ,oer-
I Z A. W. W A. 5tondords ,or/or to use,
I I Q
38 39 40 41 -J. /o. The entire voter system ho//conform to the 3oec/ticof/ons
. NOT -A PART z
Dred require/nents of Cucornonga County Wafer C>i5fric/.
II Q LEGEND // Any controcAmr perform/i7g work on this Project sho//fomi/iorite
t I U h/inse/f with the site ond.Sho//be .so%/y ,-e5oo17s/b/e for o/7y
o'bmage to ex%sting foci/it/es re3u/t/179 dire�ct/y
Eor indirect/y
12 GA. STEEL PIPE LINE,CEMENT LINEID, -To DE 1KSTALLD WiTR Mri1.•So"LovEp� /7) his O�rOt/On S, whethCr Or nOt such roc//ifjey Ore Shown
'— -� \�-------- --- /N!'TALL 46- cjrmw /T L/Nfp - GATE VALVE TO 6E INSTALLED. pre e/S� /O/7S
-- PTEGL WOrER L/NE L �r
_ _ .VfTgl[ ?" 6Low oFF - i` WATER COt4NSCT%4N TO bE INSTALLED. 160
EX/pT, wgrrm L/,Vr
EIGHTEENTH' STREET --4— - F{RE HYDRANT AS56Mt6LY TO 6e INSTALLED. � ibi/itry ofoo'justir/g/nonho% co�rr ,povin9repoir
Nr>/� 'Aep/ocernent in c01717ect1017 with 5ubdi�is/on se}ye/-
I SNADINO� ON STREET PLANS %ND{[ATES P.M.S. `ol!O�`i0/7s w///be the -esvons/b/%/fy Of the Owr7e/; and
4c�/no/isheo'/r como/io/nce w/tfi Ordinance No B/5,
TO BE INSTALLED.
i
saEe7 'Vo. !3 A required' on o// driveway
ionto/%tions ncf shown ort fhc oo,orOvcd ,o/oris.
Construction requ/rem en fS mho// coo form whc/?
WATER SYSTEM AND INDEX MAP pure deoross/ons provided for dr/✓C`voy5,
corn,a/C/e 0cc01-do/7ce
W///-7 County Rood Oe,020'. Std. 01-ow/17F No. /28 and/28-A,
NOTE•• 1?�O.�.e//l/� P.�E55U.eE .e•�f/VGE
_Dred re/afed county stoncJords .
NOTE: SEE AS S OC/yTEO Eti,GvwE"E�e 5 DQ�4W//VG fo
/RR/GAT/OA/ C/NE ,PELOCgT/ON, TRACT 705/ :-,q This cei-fif;�s ff70f tf7eSe /O/O/�5 Or1o' S/OeC/t%C01//Orl5
W47-61Z C0v o.� w�sT �.vo co/vso�/oATEa hove been reYiewed by, Dred or-e hereby 000rtwed
WATE2 CO/"/PANY h/ATE.E' G/NE, by the CUCOr770r790 COUr)fy /j/otcr� OiStriCt pod this
ompony /s w�///ng opo' able fo suo/c/y woter- fo
e✓er y /o f in th/s tr o c f i� oCCor-o'once k fh �'he
vi
/our-e Wafer- Lows of" the Sfote o{ Co/ifor-r�io.
S/geed T// /e 'Dote
Fire /Orotcct�on system 000r-oved_•��s- G�
C ie� �l/to Lomo f-i�e O/str/ct
1/clr74.rC71'::c/ 4
705/
ov
TRACT NO. 7051
SHEET I OF 4 63-92
Tl-c-sr pions and profiles meet currrnt rm"%IN . 1JI ,V I S I C j M F R 0 ..'[:M F-rT1 r• Ly A N 3
NOTE stc !'o►:?s If the improvemcr7ts herein shati'ne� f
It EX/ST/NG EDGE OF G[1TTER Sf/glG NOT BE.= ; '# as y � �: '� g
AQOKFN OUR/.vG CURB )P - Car? nUt COrYI[;ieted within one year from �:
4"Y a POKFnf GvrrcR 5/-/qC! BLS-- oPE.atgCtO _
TO 5CO.eEO O,p r.1JWEO ✓O/.VT ^111V" /O' � � ,-
.L E.vG rs� ��Y--GY (Bond agreement date): �_, 007051MP 4, 4
¢¢� these plans and profiles shall become subject
t►fivrE.p VVZ-cf-rpCr �Z, to the then current county standards and shall I C3 "I ! /I
become subject to review and renewal. St1'�14'I IT`D FOR AI~`�PROVAL, BY
AIT .D . '
S/OEd✓•9L.+t f/w//P/� ! SC F. r L E V E t L J /v E �' 1 6 j,�� S 1 ►...J : -€; t'.ris ''� ( 0� � � r.m
TJ r
� 6' �=0'� b" 4- L R MOVE Ell/S CC/p8 -SEENd76'ZcA�O!/E �;v1W4BA.1Pr ® 9"'O.C. # ¢ e9RrCOAIX' P.C'C! I -
�.-_ /P�
S/DEW/JLK1^ PER sTv. /!$�n T1 ['O/VST_ 8 Twrct GVTTE,2
aqopp dD 91 ex In. AP
...
Q /A/STgLI C'UC-L71f•SRC CATC�/B9l/N :� .- • ^" NST. Z" T,4//C/!° A.C. PgYEMEt/T
_ CO ''
FJP.P0A/ PEiP STP- NO. '-- ON f'• TN/CK /MPCc4TE0 B.osE M/�TE.PGOL -'s ' ASSL� ANT
/O' 5' /O' COAolr CURB it C3l/TTE,P PE.P DETA/L '\ `
I-Iry J_ 0
�+aa+�•x.. :..,,..��- ..�z-t..,.;...:._..,...,..--. n^tram.�:-
sae ° TYPICAL SECTION - CARNELIAN STREET w }REt�75/ON o 'n' o a ao d sem" ' cyEc/1Eo DAZE
SECTION A-A Al::,,��o� d By
W
f.1 SFE SNFICT No. 3 ZZ W .S-Z54
ANGLE /�N PE.e .NO. ce77 � W Assistonf Co. /Po'. Comm/ssioner Oofe
} �Y Cr L
W �• SEE SHEET NO.
%o. \
/ �
S'OEAvAL k / OM Q O Q'
f s4�t SY x le AWL E S t �t Q ' _ „
J CURB RETU4LN DATA �Q �g` tg' �2' GU R+3 RETURN pATA �
2- S14'• x/2" gVe'NO,gS' LVFlO i =20.00' &= eR 48'03" -
/�6� To L 3" FQO/`> EgCy E/VO i Q \\ V FL A— 12' a II I R=20.00' L]= `10°11' S7" W
Nor \ T�iCIA L�31.34' � II d r --+ T- 20.0'7' L= 3%.49'
6 •� 2- I \ / as' o II o-s' W
' g� DEPpE9s SYQfl+/97CK ro �;; REMot/E Ex/sT Da/Yrtn4v \ _�/ 7 b I () v d I� Cr
�, /yEET OR9iv4GE t'T2UCTL/PE \ ` ,v 31 \ _/ 30 I p� I II I '� II I "°I I6 ~'^
_.—t' 't•• 1� /a ND /NSTgLL /6'0
'¢/Vf-
h \ WAY A/�Ppo.aCH pER \ l / I 1 V (G I d V/
\ ,VOL/.f'E \I STp• /28,EYIcr CGGI- ,PGMOVE EX/ST. \ O d w V J
L�'/�'T. ROC.t La/r4lL I I) d •'I (� U
`V •d .r •. }'T""000 0 n. - -.--; W CY CO.//VS.�'ECTO� FR.4M6 NO!!S'r ,FIV I �0'.r I I +
A n•NE 4I`CbAvS'r
INSTALL STOP gKsA/ (�c•y F Q in
V F'
IR IP �t Z �I O
\aretIV EXisT'd'• 1 lj t32.as' X32.42 84-.rt' I ► 80.ot e Z
W.9TBi0 !/NE _ `y 9?I _ WCTER L/NE
p 2 SO.G�' G=3G'SZ'/Z II V CONST. P.C.C. SIDE\VALK PER STD. NO- 118 / c•`y� Q I w
A
tih SECTION B- B 7�.6. G-T' L=32:/8 II N /z'c� �, J �\ /2 c� N W
` /NPTALG 9-W?/Q �PFFlFtTORS' P.G.G---GuREa UTT ET tL
- — to CO/VS'T- GRAY/T>' W
PER s'TD. /✓O. SO6 I Q /NSTq(C 8 /N O n hatia' y+,�' \6° h y y' - cr' �v -- yEgOW4lLSiM/LAC 7?! '
CONST.P,C.C. GUTTB' tt N STEEL higTE E, �_,._. {ON9T. __ �-E? Ifo �_�' N _ K-
M T ON �F"'/Mib�~Eo_QASENA�Eei G 4 - t �.v s (•
---- - —� — �� --v }' t0 0 e S'TO.NO. 20/ O
CARNELIAN _ STREET - _ °x
�� • �A ^QJ ,e EG OCq TE EX/5T F.N. 'L
0 b RIFMOVYs >:xlsT. �11R8 o a
Fj ,P• (� /` b' �c�(/3T POh/E.P PO[E �4' O� _h7c�M0VE EX/ST OOUO3CE QOL.! pd
FK/:ST. G[lY POLE r� �PEMO YE EK/ST. s /NST.oLL I✓-=/AZ QEFLECTOR
\ �►J q, V C OF EL/CFlLYPTUS TRFES
GFIQ 3" 1� �h hn`� EX/ST. TQEF TO .3F ,2E'MOVEO �, �O G-UCFJLYPTUS REED+ 6 ,¢'yyE-ST pF EXf'ST.
: « �• •- CONCRETE �'
1h !'ua,B 1cuTTER Q•�~ Ql
G1 529"Ib i - L-a p
Q .' h NOTE: At L PoC E� TO dE QELOCgTEO Ask-
4L j
f •.Q - 07'AleQ- W/TN OUr COST TO 7,414!F' I
CO(/.VTY OF SAN 6ERN�J?O/NO I
DETAIL CUL- DE- SAC DRAIN
s
CURB 8k GUTTER DETAIL
SCALE : I"=10�
12" CURB FACE
___
_ . -- __ _
_._" :._ . -00.0.0:._._ � _.: _._ . _ _ 0000 ___ _- - - -_. _ - - ._-- -. _ ,._._�__. ..._"_ _0__0.00._ _ -74
: _ _ ._ _ __ _ _ _ - _ _ __ .___ _ _ _ _ _ __ _ - . . _ _ _ . __- 0 .0.00_._ .._____ _ ____ - _-_ _ __ _ . -- - . __ _ -__ . _.__.___._ __ _._•.__. . _. _ �_ ___ - - - . 11
14 13 12
Ir I
oFEX/sT.
CU/e,8
/ �Ex/-qr F1 Ow z INE
o � �55
- 0
1540
N �
- :. - � � N tp � � �},to � ��•
to 16
C;
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m
}. TOP OF WEST CU/2B `h _
I EV.97 SU/PfAC'E \ - �/ G,o�7oE -Z.9 5
. @WPC. ¢4'W. / A
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N ,� - 1540
32-/8' 32..8'
b is
Gt�d ,---5 CIfBB
� � � :• ti G,eAOE c� 5� ✓
N
PI/MT L/Nf _
k t
TOP Of Fz11—PPE WEST p
i
Ig
CURB, G/P/90E-?9O �o �- OF EXIST 4gPNEL/AN`ST/PEET
h
--3.02 Y. / ti °�
-EX/ST. )CZ OA/t/NE \
CIA/GT.e
ON G
•� itNo 4 1
-
TRACT NO 7051 63-92
CARNELIAN STREET
SHEET 2 OF 4
I nc.:e plop_ and profiles meet cur
It rent totari� SUM y,1`14KW!,r ,-
s,ondcirdt. if the improvements herein show,
7051pcues ¢'672.
ore not conn>leted within one year fr
(Aq . (Bond agreement cl.,te?
these plans and profiles shall become se,A)jec !. },_ r .:.
j� to the then current County stcndords and shot (( �� ') , \ _1
AP become subject to review and renewal D �? N , I
I 016 7S' /O' ?.S' 5.5, /P.S.S' 5' SUS SIT € A �� FOR APPROVAL fD
i
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1 ,• • -.�- "� EMOt/ EX/.ST. ,q.c. aE,?n c � � �_ � s ��. � � Q e
TL a�7' 0.80 �.4' � .� 1
Tac/sT t #- .
C/20SS GLITTER
r
1
I i,•/� � CON,(`T. P. L•C fEA NE,P AOY/NG 1.5'� i
I � 1/ S OE q •T� //iNGG DO/NT - L_J Qr 1-'F:-'0VF`t BY '• -f• � `/`- - � irI c .
-,Ty
�1,� I CONJ>T. Z" TN/CK .9.C. / VtcMNT
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ON � Ty/CK //7P012TE0 f3.�SE NgTERgQL I ; 3
P L A, Co".i'T CURB E GL/TTE.Q PEW STD. //S I
DETAIL CROSS �UTTEF� 1 _� _4 __� ssrsrn-
}.
TYPICAL SECTION EIGHTEENTH STREET • - �� �.� � N 0 3 � 1 4 � t.. �
N
� LLi
xer X,• WzrT /Va. ¢ SFE SWEr• NO 2 00 O F"
II I CURE. RETURN DATA CURE CURVE DATA CURE CURVE BATA I I II CURS RETUPK DATA H 0 I CURB RETURN! DATA
SIR* cl= 20.00' p+90'12 27 R=20.00' p=89.47 33"
139 47' 23" 0.m62.00' D= 36' S2' 12" R=38.00• p=253'44'24" 1 I II Q 12 18 li' 12
= T=20.67' L= 39.90 L 168.29' � T=20.0.7' L- '31.49' T:19.93' L�31.34'
T�19.9 3' L 3l.34' i A �
f
W Q 4I I) Z s ` V I W
Q J y
I� �� II I W
N�
OM I < v2 I I 1
II 24 25 26 27 28 l 29 30 �� 1 I I 38 39 40 41
r l ' i q �► ( I rr I ( (= v I Cr ;. . to
I I I N�
WI I O I U \C OQ. I ( I I I yl!t7 0.a I I ( N IVNST 8"7A," eWOTS C3U7=7 wv
W II I � pld 92 � � +IU I I �yti�
I v `L /
�^" d
Cf) �`� RJQOT' 68.30' bS.gO' 6a.S0' 615.29' 14.11 32•�b , �� I I 81.96' ry^��. 750.07' 68.65' 675.65' lily 616.•80" J: 7
;...•.
�. �' t'•, % '� CONS P.Q.C. SIDE\VAf`K PE STp. NO. 11g �` I I I (' --• . ,:' ::. 'C -:`:` :- I G�► I -. •_.: CONST. P.C.0 S\t>E\/ALL PER STSs h1o.
/Ceo_.-I
- - N 7'�'O B9-TE TLrf//rL P .P ST /V '305
CONST. P.C.C. GURt3 A, GUTTER PFR TO. NO. IIS I I - tc� 0 CONST. P.C.C. CURR,4GUTTeP,PER STD. NO. 1t5 d
O O
COLIST. P.C.G.. CRoS5 GUTTER FOdU!'7r^7 TO affMO _ I I I _----_-
\} t. - CONS 2"TNIGK- R.C.PAVEMEN-i 2O. tiA0 �2 \yti A'
PER ST b. N4. 119 f�OrV �1" POeTEO6GOS6�lATL'eL HOLLY STREET ."� SP11 -
4+4-rJ9' S•F6t.lt � I,� �' 2 �'• .C- �• EXIST. 6" \NATER LINE II h ' /Nf`T/�7L! ?`.BLOI✓Ofi�
- ---- --- - — - c \— -— Z46.
0+40 yfeb hh'� O (Q r INSTALL 6" CEMENT LINED �t57/9 1�" 4" yy� \\ REMOVE EXIST. fSE RM hIII \y2� /Nl79l4 6" CFi�6NT
s► ", 0) - CONST. P.C.C. CURE rr 4UTTER PER STD NO• IIS STEEL `0/ATER LIME 7W-VCT �Oc/NoeY k 1 .sC w4Tce c/NB 4
sTE
\ y p D EXIST. A.C. . PAVEMENT C
••' _o • �
a CONST. P.C.C. S10E� LK E TD. N II EIGHTEENTH �� �� v I STREET
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gel ',.•'. N � i8 .tom• I �I Z "� � 7rr J
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r I 32 3 s I ( I I ( I f .. __,... I ,` 1-? I I W
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37 36 35 34 33 32 31 1� a d ( -�
I .( I a ( I I � W
'3o I 44' I I ( I 1, + 0- \\ W Z
all � Z cc
g CURES RETURN DATA CURB CURVE DATA
. I II0 30
.
S
I) 0.•s 20.00' O= 40.12' 2T" R-62.00' D=36 52' 12 O.S
O.S ' A,07,55 : f'TgT/DN/N 6 ON T,Q�9C'T $OLNDA7Y
T— 20.07' L s 31.49' Ts 0.67' L= 39.90'
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SLOPE 1p
P/9Y/NG P/%/ 5COPE
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ti 68'V.C: C,FPOE ,►0.¢O'/, -TOP 0FNo�PTH G U/�B
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ID FL'. G.eWDE to.-�� Ek/ST/t/O�PTf�' EDGE .�1�MT _ 1525
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V.Q/. /536.20 SOGITN CU�PB fit 4. TOP OFE•)l/ST
�. 62 ih soU7W CUR4S
t v' o.Q-0 X
tp + i IDENTICAL POINTS �i P././533.0/
1530 � � � � � N _
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VI Q
'5G.10'YC 56.10
_V,01-163189W
N \ cin fi 3/27 t Q\ M
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H o� N a w N N to �ti to � m
- TOPOFSOUfiHCU/PB � �; � m �! M mm 140
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T9N. GRA�l7E'�?.34 t �
•
/O
1530
� -
TRACT NO 7051
EIGHTEENTH ST. AND ILEX ST
SHEET 3 OF 4 63-92
These Plans and profiles meet current rniini-v
,�0. �• 3 O' y v'" i.. - ♦ t a. .i a I` I _ !: `f i...f'i I PLANS
carp n•-,t � {
E !S"i'y:ir•'eci 1h`It}?tY1 Me e.^,r tr-r.l 1.3 }[;,t 1 3'e 14 I ��-7�"3 1 �*" �
3Q' lr-1 LI- agreement dote). ._.
tFFe,E. cr d fir, }i'esbeccrrle SUt>jera
Y
7B' /2' tO tlIe then IT
Currtnt Co jnf} stcndords and s}7cot
�:
� f• 7.5' 8• /O' /O' $' ,TS' �' O.�' � � � � � �C<Nt1E St)f.`JE'Ct tQ revlPlu and fBnE'V,'Ck. � ';.: ,-Y., _ _ �, ^,. ''� :r..
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I
\\\ 3ao L E� 7051
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vEL t LINE ; It -� L Y E L L N F 1' ) tC? f 1"11- *�T} {q t�C ()�) � I+
'!• 0.35 O./7 0.35 Ss OPE tX t l 1 J • s F1 FOR APPROW-. Y Y
•' O.1�0 .67' .4!' ./5' SLOPE
all
•
fit ' f' .
COAST, PCC. �� / .jam a- d
' It S/OEt+/�4LK • #': S/DEWi4LK �\ 9
( /OEW.�7G K 61. ` e e € 3
+ 111 "cf CD/t/.f'T, P. C.C. . r s
PLP STO. /i6 PE62 STD. //8 / / CoA/,f'T. P. C.C' /� +
CO/VS7 Z 7W/CK A C. AWV,'^,eaT I x rt
PE0
ON¢"Tf//�'.t� //"IpOPTEO Fj95E M/JTEP/Q� 1/ PEP 9TL� l/69.0
`• a _, # M1r 1 f i a• *� +�• 5•
I
D/VST. Z TYIC'X_ A C. PF/YEMENT
ON >s"l%//CK /MPO.QTE,o �315"F Jy.OTE?/.rJL
CONST. CU.PB / G//TTER PE,P STO.//S CO/I/J'T. CUr?B E GUTTEQ PEiQ STD. //5 A
_ _ .• .. .. _.._. _..L_. __. . .__ .. .. .art ..
TYPICAL SECTION -- TOPAZ STREET TYPICAL SECTION - MIGNONETTE STREET, HOLLY STREET q/
ASSISTANT -"r-E77.
_ �'3r�-6¢ 4`t•>�.
NO: �4 O 4'I � k -
1
V
f/VEFT /VD.L
III CURB RETURN DATA CURE CURVE DATA CURB CURVE Q4TA CURE RETURN DATA I I II z
II I R=20.00 4,= 90' 12' 27" 0.-62.00' A= 23' 33' 23" R-62.00' �: 2S• 38 23" R=20.06' A= -,0' 11' S7 I I (I
T% 20,oT' Ls 31.49' T= 12.43' Ls 25.49' T: 12_93' L= 25.49' T:26.0T'
Q O 0.5' ( I > w
W = o I II
W o
ir W 1 2 3 4 5 6 ( 011
I I cn
� ° � II 12 13 14 15 16I I
Q ►,II I I a°� a�, \4 7 CURE CURVE DATA 10
G ( tiv l
8 R= 68.o0 9 d O Rj
r' ►. I ie to 4+• v=l37 19't3' as.3g, Q �n N I I • "�
Ls 159.01' ees O b`
St.4S' 70.60 70.60 70.60 70,60• 70.60 ,17 20.56 _ °O b X36' r 72.00' T2.00• T2 00` TQ,00` 12,00' E2.d3' %: ''• {
P CONST. P.C.G. SIUEWALK PER STD NO 118 ��- \ d collST. R.C.C. 61pE\VALIL PE STD. No. 110 00
!JO-/US'T N.1v To Goemaff \ N
\ A OJ RAO 0 CONST. P.C.G. CURE CcUTTER PER STD. NO. 115 .90JlJST M'N. TO G".CtOe'
COISST, P.C.C.CROSS G.UTTEtiO N INSTALL 6" CEMENT LINED CONST. P.G.G. CURS ! GUTTER PER STD. NO. 115 5+61.23 5+61.28
-77
STD. NO. Ilq STEEL WAT R LINE $ 30.76 CONST.P.G.C.GROSS 4UTTER PER ST O. NO. 151
\ 0 9 B o MIGNONETTE S.l- CO4 :roeTEo � ,4e/ STREET „o6e3
�� �`� �� TOPAZ STREET \ h o m N INSTALL 6"GEM NT LINED CONST, P.G.c.0 O GUTTER g
O i0{-00/VST. g " Ts//CK �C P41iEMENT 1�1h \y \h �,'n, to - CONST. P.C.C. CURB, � CcUTTEii PER STD. NO. IlS STEEL 'NATER LIN% PER STD. v4c.. 119 �0
v f1 ♦ cn _ l/v tf ,CTFO BAS MI1TE1e/AL (, y. �.• \y �h
(• 4y �•4� CONST. P•C.C. CURIE, t< GUTTER PER 5T0 NO. IIS �c �• ^Ms
-- - ------ - \h
�yM GOtyST, P.C.G, S \VALK ST p. O.11% -C ;:..� \ 4 �\ / I; ::.•. ' N T. P.C.C. SI \VALK PEFi TD. 11 \ ON T. P.C.C. 1 E\V L R D. N0. %if$
64.95' 85.35' `y I 85.49' 84.C3' (�� \ I1 49.9 �' 69.44' 69.44' 6CA.44' 6°1. 44' 69.47' 50.01'
�� •� o � �I 1 a^oI 1 \ v � I ( •II QI
WI �`, to
N
l 0 7 , � S I� J
$ I I oL ( �� �I� I ( II / b A q C t�-G�,o `1 (I O I ° �,.)
38 37 I� w �� . v 24 23 II I I _
I
,; 23 22 2I 20 19 18 17 . Cf �I z
II I + V ( II Q II I r PROFILE CURVE DATA td I I II 11 0 \ O 1 it 1 I I IA l� In I II cr
Q
I I N / f
N PRO>^iLfe � GURVE pATA U
A: 50.00' =90 12 2T" ♦ >c.c. �- i p m
, 0.5' I) I) I I 6.15' +{4 O 0.= So.00 A= 40 l2' 2T" I
T:5o.18 Ls 'T8.T3' .S• Ts SIO-M, L= Tg_73' 12 32'
w 30` 3e'II 30` 30 30' b0' CURE RETURN DATA
W � - CUtZp> RflTURN DATA 26'
W 1$ 14 CUkN RETUPM DATA CURB RETURN DATA '`L 1g Ig. 12 CURE RETURN DATA CURS W&TURN DATA 12 18' 1s' Iti 12 1a 18' 12 II
• 12' I 12' 12' K. 32.06' A= 90• IV 27" Re 20.00' p z 89�4g'03
r K=20.00 An 89 47'33" Rs 20.00 A = 90 12' 2T' II R= 20.00' A - 6 9�4T' 3S' P . 52.00 A= 90 12 2T" T c 52.11'
1 T319.93' L- 31,34' T= 20.07' L= 81.49' ( III 11 I I T= 19.93' L. 31,34' Ts 32.10 Ls SO.88' I I IT II ii
I I 11 II I I L= 50.38' T= 1q.93' La 31.34' II I
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TRACT NO. 7051
TOPAZ ST AND MIGNONETTE ST.
SHEET 4 OF 4 63-92