|
EDWARDS AVENUE EXISTING DRAINAGE C�O' R/W) at ' - EDGE STRIPE JOHN
<br />/ at 12' Left, (See Detail FULL STRUCTURAL SECTION
<br />0.20 A.0 OVER 0.50 A.B.
<br />A A20B, Sheet 5 of 5) f//GH GROUND" w
<br />� w - (SU,¢' 89-24) OVER 0.55' LIME TRTD. S.B. I _
<br />Ex. Centerline Stripe Not Shown - To Remain w 1k0 3Q Co (SEE DETAIL JE -1" Sheet 5) NI �
<br />P( kb ) ko i -RELOCATE Type 2 DIA 6 o s a,l 5 (4,153 So k y 00 ,O
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<br />18'-12" C.P.,CLIII ��� 3{k' ��� 00 \Nk a O6•6'cvConnect to Ex. N _ _ _ _ _ C)"Gravel Area„ - - -)- - - - - - - - - - - - - - - - - - - - - - - - - - - -0 04_20' DRAINAGE EASEMENT _Ex. DRAINAGE o 20' DRAINAGE EASEMENT N__-
<br />k5�1kry ExNEW 45' R W S 89'56'46" E X331.07' �5�v1 10' PUES 89'56'46" E 331.07' 16NEW 145' R W �— Ex. ORA/NAGE Ex. ORA/NAGE 6• Ex. ORA/NAGE p,
<br />Ex. EP 6M1 N6 10.• 1--------------------- ------- -- 5----------- ---------- °i------- ---------- 6------------- :O - �#�-- SAWCUTEPr---- ------------� A----------
<br />_— — — — — — — ,�� -- ---- — ��� — —-------- O----------------' ----------- ---- ------------ ------------------------ --
<br />1_ _ _ _ 331.07, - ,- _.- - - - - - - - 1 331.07----A,,.h�r ----- � xRR�V SECTIONL/NEW /W SEC770N L/NES `15� - _ �N2s� - _ _ .- - - - ____- _ - - _ _ __ _,� - - - =� _ _ - _ �m
<br />lx. 12C.P. -- ------ ------1-- —L----- )------ —
<br />-NN LL1
<br />I �Ex. valve 5' R/W (BY OTHERS) " " D1114 CORNER W
<br />6- - � 6 _ g Dirt Mound over 0/D Pipeline 6 1
<br />w Top Vaive=116.53 Ex. 48" O.I.D. H1RSHFELD Plpellne (To Remoln)� (n
<br />o I 50 O.I.D. R W u
<br />O I V TbplBox=121.91
<br />- - - - - - - - - - - - - - - - -
<br />- - - - - - - - - - - - - - - - - - -
<br />11k� 11k� �,J� Ex. D./.LLJ
<br />—
<br />BE/1/ED/X = I
<br />0 20 4N00200110 60 80 100 (SU# 90-05) 0
<br />WONWsomI Q
<br />SCALE:
<br />25+00 26+00 z7+00 28+00 29+00 30+00 31+00 32+00 33+00
<br />I =p v hl 2 1
<br />LU
<br />120 �1 120 ?I �I� Z a h 120
<br />�I O QUQI{{w
<br />V y 1 OKng' O(n
<br />�I ! �I+ m V
<br />118 I 118 I' l I 118
<br />I I Ex. CEN7ERLINE C0NS7RUC770N
<br />116 I 116 ------------ -- �---- — — — — — — —
<br />_ I 116
<br />"H/GH GROUND" _ -� TSS
<br />- - - - - - - —Ex LOGE OF PAVEMENT (NOR7H SIDE) 116 I
<br />- - - - _ , :: :=:: - .. - .. - I oodSide tin
<br />114 114 - _ ` Grade to Drain 714 dF n - - - J EX/S71NG ROADSIDE D/TG7Y FLOIK/�(NOR7N 9DE) 'toh 1 1 4
<br />ood8. l°w/;
<br />- - - - --I a DltC6e - -
<br />�e - - - - - - -- - - EXUNK GROUND 70 NORTH OF SfrC770V UNE
<br />0 REGRADE EXISTING ROADSIDE DITCH TO 42.5' LEFT (NORTH) OF THE SECTION LINE
<br />(Apx. 750 LF at Slope = 0.001 Minimum)
<br />FULL STRUCTURAL SECTION R Rw (Detail A20A, Sht. 5)
<br />0.20' A.0 OVER 0.50' A.B. q EDWARDS /, AVENUE (50) , `/W) ,//y FULL STRUCTURAL SECTION 450 LF CL STRIPE I� Curve Datal 0 20 40 60 80 100
<br />k of �I L01450 LF EDGE STRIPE DELTA=2'19'48" W 0100
<br />OVER 0.55' LIME TRTD. S.B. Q 6• 0.20' A.0 OVER 0.50 A.B.
<br />'h'/GH GROUND" JOHN » w� 2 m a' NN 00 (SUI89-24)IN R=2000' � Z SCALE:
<br />N (SEE DETAIL JE -1 SHEET 5) Ex. Centerline Stripe (Not Shown - To Remain) ori Ex. Centerline Stria Not Shown T �I� OVER 0.35 LIME TRTD. SUB -BASE N Sq 3 0 ��p
<br />5 00 ' 0 (SU# B9-24) 6 (5,248 �� I" P ( ) Q SEE ETAIL "JE 2" ht 5 -I C) L=81.33
<br />16• N M 1k, 11k �`'1 �N �6� 11`'0 6 11y9 1�6�0c�° RELOCATE Type 2 DI ��6k �6� t voilN �b. X66 U D - 1S Io ,66 �N 9 w�=+
<br />01 ` �I� r o NEW 45' R/W 1 t � , , 331.05' (3,188 1�6 , I0
<br />- - - - - - - - - - - - - - - -e-tc- - - - - - - - - - - - - - - - - - �+ se,- - - - - - - - - - - - - - - - - - - 31 04' M
<br />20DR (NAGE EASEMENT " o Ex. DRAINAGE �. 4 v1 2 Ex. DRAINAGE -
<br />);P — - - - - - - E - - z 1166 3 oI�
<br />-k----------------- �t - ---:-� .
<br />- - f -- ----k------ + -- ----- -- ---- Ex ORA/NAGE 6 - 0
<br />NEW 25' R W-- �k S 89'56'46' E h 1UE 331.04' �h n �`� S 89'56'46" E �6 331.05 �5 �b 6• S 89'56'46" E �6' 6• 6• _ �t0 - - = - - ��_ - - 6 - - - - - - - - - - -
<br />3 1.05' a 56.42' R=2025' L=82.35' S 8736'5 L _ _
<br />r� o) o 18 -15 C.P.,CI. II Ex. ORA/NAGE EP cn - 8 287.62' - Z -
<br />W ---�- ______ Ex. ORA/NAGE E R=1975' L=80.32' NEW 30 R/W I ^
<br />' �1-- --------�'�-,�—-------1 ------ 1�4r-------- --` ------------old' SAWCUT EP.---- 70L1 ---- ------ —----------�'------------ 1 -- — ------ `1b"` -----i----- =-1 -------- 1 -- _� 94.91'
<br />$ 9 66 1� a� 11_ Ex. 14" C.P. ob R=2000' I 96k - - o rn EP I M
<br />O -1-Y.
<br />- - - -- - ---4II�1 - - - -¢�� - - 1� - - - - RIPE CENTERLINE >> _-_---- - 1,q 1 0
<br />M ------------------------------------------------ ---------------------------------O-------------------------------------------------------- E-(10' Min. to Sth EP 1 - \ ----- - r-----
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<br />_ E . EP
<br />Ex. EP 6 331.04' q
<br />_ _ 20'R/W o o _ _ 331.05' _ _ y _ _ _ 1 9 331.05' o ' _ --- �- Lot Cor. y1�47^ - �- -� - 0� SECTION LINE f'
<br />Q -N, -- -- --- -----------�- -- t� - -- �& - _- - -- _-- - -- -- c__-- _ -- --�i - E.CS 89
<br />`-----_----------`---------------`------ 56'46" E
<br />— —5, R — — — — — — — _ 9 ----------------------
<br />W /W (BY OTHERS)........... „ , — — — —
<br />N 89'56'46° W 64 �° , k ?FUTURE 5 R/W (BY OTHERS) e'C' - eadwa// Ex. 2o'R Ex. EP �� 2648.37' to 1/4 Cor. �' N
<br />W 1 --- k t - - -------------------- --- ----------------- ---------o-- 3O
<br />— — — H
<br />N �1' �1'------ �d-�'---- NOL- --- �6 ". I- b - .-1�.-..-..— W
<br />' 1ti°1�� 50' 0,/.D. R/►Y Dirt Mound over O/O Pipeline" (TypicolJ -�Ex. 48 irshfe/d Pipeline (To Remain) 30" Vent ��4�� Ex. Ditch (To Remoin) s�
<br />FD. 2" /.P/PE tt, �� + (See Sht P-4040 O./.D. Plans) Valy 20' DRAINAGE EASEMENT W
<br />0114 CORNER � 7 I �0 I ------------------ I Vi
<br />- — — — — — — — — — — — — — t---------------�---- Itu I 7.5 HP Pum
<br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -i---
<br />— — — — — — —
<br />5ry 51 yy I11� 56 5y - .� 01 69 bry 6� bk 06 6�CUM
<br />O/.O. L/FT S A710N"S �V11 EyC� I
<br />11 11 • �� ' �� �� �� ' �� ' �� ' �� ' �� ' �� ' �� Cu rve Data: ti
<br />' DELTA=219'48 w NN90 a ° I + �p I ��&, ���� 13 �NFa
<br />��� L=8000; 0 p `n al I� 5t;h
<br />BENED/X �� BENED/X o I I � JOHN �T x
<br />of I o (SU/f 90-06) i I n (SUI 89-24)
<br />v
<br />(SU# 90-06) I •
<br />zi I Z Ex. 50' O.I.D. EASEMENT - L.......-.._...._............._...._�I G
<br />124 i 34+00 35+0 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00
<br />Z1-4
<br />122 ��I y �a. �I VIS �I CS ° ^
<br />z �I� 122
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<br />1 20 I I I I �Ex. CEN7ERL/NE CONS7RUC710N _ _ - 120
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<br />I _ _ --- - -
<br />---------------
<br />_ - - --------------_ ___-- ----- Ex LOGE OF PAkD" (SIDE)
<br />k�� N
<br />% 1g;
<br />_ 1 --------- i ------- EX/SANG ROADSIDED/7W RO#UNE fiV0�7H SUE) I I 118
<br />118 _-_------------------------------------------------------------- �-
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<br />116 I _ _—..—..—. ' — _—---------- _— R a
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<br />1155.de REGRADE EXISTING ROADSIDE DITCH (Apx. 1500 LF) ds�d p-' a FXIS77NG GROUND 70' NOR7H:OF SECDON L/NE o Ex. DI7Ch cZOKM (70 REMA/N)
<br />SLOPE = 0.001 Minimum, Fiowline 2.5' South of New R/W "'• 3 y
<br />(a .10/10/94
<br />d' JOB NO.: 91-10b
<br />DESIGNED BY SHEET
<br />(TURNER
<br />DRAWN BY
<br />B.GOULAN
<br />CHECKED BY
<br />J.TURNER 2
<br />scA�
<br />�"� 'Ej• OF 5 SHEETS
<br />SUTTON -TURNER ASSOC.
<br />NOTES:
<br />PLAN & P OFILE
<br />LAND SURVEYING — CIVIL ENGINEERING
<br />1. STRUCTURAL PAVING SECTIONS ARE MINIMUMS, CONTRACTOR MAY SUBSTITUTE ALTERNATE SECTIONS BY PROVIDING
<br />ADDITIONAL R -VALUE TESTS, COORDINATING WITH THE SOILS ENGINEER, AND OBTAINING COUNTY APPROVAL.
<br />Z
<br />0—
<br />FOR
<br />V)
<br />1433 LUCCHESI LANE 2319 RIO VERDE DRIVE
<br />2. FUTURE 5' OF RIGHT-OF-WAY ALONG THE SOUTH SIDE OF EDWARDS AVENUE AS PER THE VESTING TENTATIVE
<br />MAP SU #90-06 (BENEDIX) ON FILE WITH THE COUNTY OF SAN JOAQUIN. THIS APPLIES TO THE 2000 FOOT
<br />W
<br />THORNTON RANCH ESTATES
<br />Curve Data, Ex. Flows (Plan Check#2)
<br />9/1/94
<br />&
<br />MODESTO, CA 95351 RIVERBANK, CA 95367
<br />CENTERLINE RADIUS AT STATION 46+00, AND WAS UTILIZED TO COORDINATE FUTURE APPROVED DEVELOPMENT.
<br />1
<br />OID Lift Station (NW gor of Lot 13)
<br />/5/94
<br />DATE: /
<br />RCE NO: 435(a(o
<br />Ph. (209) 578-2866 Ph. (209) 869-4867
<br />3. REFER TO THE FINAL MAP FOR ALL LOT DIMENSIONS. 3/4" IRON PIPE MONUMENTS WERE SET IN THE PAVING
<br />AREAS, FLUSH WITH THE PAVEMENT, AT THE GROSS BOUNDARY OF THE PROPOSED PARCELS (at Sec. Line).SU
<br />4. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT WITH THE COUNTY OF SAN JOAQUIN, AND ALL WORK
<br />#8924
<br />SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE COUNTY STANDARDS AND SPECIFICATIONS.
<br />IESCALON AREA, CALIFORNIA
<br />U DESIGN ENGINEER EXP DATE: C0 3019(0
<br />DESIGNED BY SHEET
<br />(TURNER
<br />DRAWN BY
<br />B.GOULAN
<br />CHECKED BY
<br />J.TURNER 2
<br />scA�
<br />�"� 'Ej• OF 5 SHEETS
<br />NO.
<br />COUNTY
<br />DESCRIPTION APPROVED BYPROVALY DATE
<br />Z
<br />0—
<br />V)
<br />W
<br />3
<br />Curve Data, Ex. Flows (Plan Check#2)
<br />9/1/94
<br />&
<br />[Striping,Ex. Drains (Plan Check#l)
<br />/16/9
<br />1
<br />OID Lift Station (NW gor of Lot 13)
<br />/5/94
<br />DESIGNED BY SHEET
<br />(TURNER
<br />DRAWN BY
<br />B.GOULAN
<br />CHECKED BY
<br />J.TURNER 2
<br />scA�
<br />�"� 'Ej• OF 5 SHEETS
<br />
|