|
Refer tSheet 6 C.M. WEBER GRANT SEC. 56
<br /> for Intersection Details
<br /> .0
<br /> I Sto. 50+45 Construct 39'C
<br /> Remove 25' existing M.B.G.R. Survey and Construction Survey and Construction Bridge-Type Driveway.
<br /> Refer
<br /> N 72' 55'00" E — 913.55' to Sheet No. 15 for Detoils.
<br /> Remove 47' existing curb 0 Sto 38+94 Lt. Adjust Storm �� Refer to Sheet No. 6 S 86* 14' 03�' E - 1 , 132.36 �
<br /> and gutter. Place 46 L.F. `c Drain Inlet Grote Elev. 26.43' /' for Intersection Details k Remove 67'± existing
<br /> Curb and Gutter. (Type A). c o { Place 12 L.F. Curb, n
<br /> a Place 323 L.F. Curb N Curb, Gutter, and Sidew k
<br /> Refer to Sheet No. 7 Gutter and Sidewalk s k 33�� 30
<br /> Sto. 38+75 Lt. Reconstruct 5 Gutter and Sidewalk t;. for Intersection Details 'o O XP Sto. 50+83- Place X5'0 x -8- L.F.
<br /> 010 (Type A) (Typ.) Refer _ T ° P.V.C. Drainpipe Throu h Sidewalk
<br /> Cable Anchor Assembly (Type �/� \ \ I 3 O9
<br /> and Install Return Section. Refer \ to Sheet 15 for Details
<br /> r \\\ r ® o�
<br /> to S.P. A776 and A77G for Details. �- 9 \ 3 \ Place 322 L.F. Curb Q x Sta. 46+13 Lt. \ • I ° O O 12.5'
<br /> N G r t
<br /> \ �� A C.Rw,, Gutter, and Sidewalk. f Remove 18' Existing Curb, \ v �0 S�
<br /> U < U < \ Gutter,
<br /> Curb Gu Gutter,
<br /> Sidewalk. ,L L '� c Place 162 L.F. Curb
<br /> \_ w ', p Nr 4 �0f t Gutter and Sidewalk
<br /> a
<br /> DRAKE AVE_ — \\ ' 1 I � ® en c o0 �� \ \ ® R/W
<br /> +
<br /> 4 c s N I ^ I tt ® <
<br /> 1
<br /> Existing M.B.G.R. to remain in place + V) R/W \ I rn " N ® o ® n
<br /> 1 c OO n + v + 4
<br /> O k
<br /> _ — H £ o M qCb
<br /> 1 . . . . . . . . . . . . . . . . . . . . . . /
<br /> Jr
<br /> I I I — Ll\% 11
<br /> \-, 0
<br /> 5, 4.■ 1139 . 40 4 =D=4 =D= — =D= — _ =D44 _ = D= S= _ =C= D N — _ �� -�� / J cCD
<br /> �
<br /> —� ! M p G G G G G—`� G G G G G G G G_G� G —� —Dl;-- GG c•c�, �'•
<br /> �. k R/W c�
<br /> *-X —X -X X-1 P f o ® ►� �o
<br /> Conform 40' Rt. a ❑1 ¢ fV �\ ® ® 0 o c? of ' + 6 c' Place 357 L.F. Curb
<br /> o E I 5' R/W o \� U u�U U P` {�.�; U V)CN N con c °° ° Gutter and Sidewalk.
<br /> ° v> Imo - . • I + a � o ao
<br /> Remove 22'± existing c �t oCa1t o ,� iv°7 Nn c� I N o p ,.•n ,,� io \
<br /> Curb and Gutter I� I 0' r �c�one N o m eO Y ' Q n + ao + N M M 1000 c' I r� a 0
<br /> Place 22 LF Curb ti w �N t x ,._ I M t J vl..fi. &1, "� .� `, > > c
<br /> rn ao O I I 1 Tt4a► . ' u1 4 O
<br /> and Gutter + o Remove 104'± existing N 14 I t M� I �-,•1 (0 ^ 1 0 \ m
<br /> 7,■ M c I + rn I Curb and Gutter M M N n Q + n ,�� . \�� coo sew. + + + ° 3 \ tot.
<br /> + Place 104 L.F. Curb + + + + + + ar
<br /> and Gutter (Type A) \ f Place 276 L.F. Curb `�° o
<br /> (Typ.) Refer to Sheet \ Clean existing drainage Sto 44+59 -38' Rt. Gutter and Sidewalk. m
<br /> Note: o No. 15 for Details facility (Tye.) Remove existing tree \\ m Place 22 S.Y. Minor
<br /> Radius is to ler x5 \ \
<br /> = Sta. 47+65 - 40' Rt. Sow
<br /> Face of Curb g. .�P stump and saplings \\ Cut and Remove Portion + ,Iki o Concrete. (Sidewalk] Concrete. (Sidewalk)
<br /> 50' A.C. BEGINNING OF PROJECT Place 324 L.F. Curb Place 322 L.F. Curb of Existing Walkway. pi_ e Refer to Sheet No. 7
<br /> runs. Gutter and Sidewalk. Gutter and Sidewalk. ` tir -� for Intersection Details
<br /> LEGEND UTILITIES LEGEND /v
<br /> ® • Existing Catch Basin ® MANHOLE- Adjust Frame and Cover to Grade
<br /> Variable Depth Asphalt Concrete Surfacing [n HANDICAP RAMP TO BE CONSTRUCTED M. p
<br /> Refer to Intersection for romp t 9
<br /> Asoholt Concrete Miscellaneous Areo� . �-_saver Service Cleanout- Adjust ' Q TELEPHONE COMPANY MANHOLE- To be adjusted to grade by others
<br /> ® ( ) location and details. Cls'-,r +G", Frame and Cover to Grade No. 21258
<br /> Vor'nble depth Asphalt Concrete (Miscellaneous .- SIGHT POLE * EW 9-39-97
<br /> Area: ' (Type 1) over existing pavement or i Height of Curb and Asphalt Concrete (Miscellaneous 0 Lamp Hole s
<br /> ❑ UTILITY OWNED POLE l �Q
<br /> 0.30' Asphalt Concrete (Miscellaneous Areas) Areas) shall be tapered to allow for handicap access. � O water Meter 9Tf.
<br /> (Type 2) over compacted native material. Refer to Sheet No. 16 for Modified Handicap Ramp Detail. ' E- — ANCHOR/DOWN-GUY Qr CAL�FO
<br /> ►� Water Valve- Frame and Cover ®
<br /> CABINET, PEDESTAL, OR BOOTH C'k�✓� '="W 4
<br /> Minor Concrete (Miscellaneous Areas) Fire Hydrant Relocation- Refer to SJ Std
<br /> 0.33' Portland Cement Concret<. over Compacted -�� Driveway Opening. Refer to Sheet NO. 15 Dwg W-2 and W-5 for Details � UTILITY CABINET, PEDESTAL, OR Bl OTH
<br /> native material. for Drivewoy Details. Letters indicate ownership/use.
<br /> 0.50' Portland Cement Concrete !through driveways) Detector Handhole- Adjust frome ® SPRINKLER
<br /> Depress back of Sidewalk (elev.) U = Commercial Driveway NAr & and cover to grade
<br /> m, s
<br /> ■ Limits Of Planing ° —U- - Underground Ltility line. SIGNAL PULLBOX- Adjust to Grade
<br /> = Residential Driveway :,. .< G = Underground Gas Line PLAN SCALE
<br /> S Underground Gas Service To be relocated by others prior to widening project.
<br /> Depth of Planing I W Underground Water Line
<br /> T = Underground Telephone Coneuit 0 50 100
<br /> 00 = Width of Driveway ' To be adjusted by others.
<br /> Basis of Bearing I Scale in Feet
<br /> North R/W line of East Main Street o = Location of Driveway
<br /> Which bears N 72' 55' E per M&P Vol. 10 Pg. 17 +
<br /> 32 USGS DATUM
<br /> 32
<br /> A e xim Finished t
<br /> 30 Pp s dd = Grade
<br /> 30
<br /> .... ..
<br /> o ate.
<br /> 28 — -, _: �-_ — — 28
<br /> .. _ —
<br /> -- _- Samar
<br /> — � —: ---��- -- - _ - q.
<br /> — -- — - — F0.30 -0,109; �.cr�''- °1
<br /> °/. �. : is .._;;; � .._,.
<br /> +0.25%. -0.241 1+0.2b _ ---o _
<br /> E - 0 7� +0:171 x
<br /> cr-�-�'r+-- -�_ 0 _ +0.2A°/ 0.329 _ N E co E M
<br /> _._ ° _ _.,,... _. __.,, CJS ,...+Q .. ,,.�.....,.�-.••r--.,._.. __.. _ [0 ,...._.. _ _ _,,.. . o.... _ ....IIS
<br /> 127 _ C N E °
<br /> 26 c +0. 939 33� o o rn - h n26
<br /> ....; ........ ............ .. ....... .<...... . ...._.
<br /> to
<br /> I (a C14
<br /> a0 (o O _. _ _ O Ib
<br /> o ,a. �..r7 _,.. 00 2..I- €.... _.I'7 n... ° U U N _
<br /> _..,. L.tp. _... ao _ __ „_.. M1_.. IP..11, _ L. 0' ;..... _.. N _
<br /> L.N. SO _._ -._.. Oa N N "-' __.. _ _ .....
<br /> ........... .._L..... I(1. ..'...._... ...... _... q. N _.to N _I �._ _.N ... _.. J
<br /> t0 ,I Y I,.�. ......N.;.. ..... .. ....€........ . : .......!O ....... ..... .... .....o! ......a:.. ..... .... ... ..........
<br /> .._... :.... ... _._. _.N... _.... _..N.. N _.- N M...'..... _..O tLi _ L.,... _ ......,... I1r1 _ _ p _
<br /> 06
<br /> 4 _J + + co
<br /> o n In, n 24
<br /> _.. 'i...... _„ _. t...... _' L._.. _.. __ __ ..... _. ..Irl :.. .__..... _._ _ ,.... .._;. .. : ...
<br /> _J of
<br /> t + _ + +
<br /> O
<br /> .........._ ... .......... ... ..._
<br /> ..... ...:... ........::. : .. to
<br /> u 1 . ..... i o r....
<br /> o b' �e 3T.; ,.... PROFILE SCALE
<br /> GENO +
<br /> + -p w.a f
<br /> GUTTER GRADE LE ;_ _ _ . _ _
<br /> 22 �. ._. _ _ r r 0 5Q 100
<br /> 'Gutter Grade L . & Rt t^l6er. .,__< ... :_ .., _ 22
<br /> ...._ .. .. ..... H ;...RI
<br /> Gutter Grade Lt. r_ til Grad Scale In Feet
<br /> uwil� .... _ .: _. ,:::, �..,.�
<br /> . __ 0 4.
<br /> :Gutter Grade Rt. _ _: _ ,........ ,.... __...... ,. . __.::: _; ;... ;.. . , , ..,.,. 2 .
<br /> c
<br /> U* t' , 141•,.x;-Ttd M ... .,.,.� V :RT:
<br /> , , ., � SHEET
<br /> � 1 • t, _ t . . �, :. k-. ,:.. Scale In Feet
<br /> TOTAL
<br /> U. XC. 0 9 36 63 40 52 63 41 28 15 19 36 27 429
<br /> Yd S. rn2 3 1 1 2 _ 1 2 2 2 1 13 14 44
<br /> STA. 38 39 40 41 42 43 44 45 46 47 48 49 50 51
<br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DAZE SUBMITTED DATE APPROVAL RECJMMENDED DATE SCALE EAST MAIN STREET IMPROVEMENTS SHEET TOTAL
<br /> E. RiChod/P.GamblePeterson ;0096 A I Jz6/96 „26/6 / /d !�/r � � L�G COUNTY OF SAN JOAQUIN AS SHOWN PLAN AND PROFILE N0. SHEETS
<br /> � �7 U= uL[ ANTEROS AVE, TO DEL MAR AVE.
<br /> FILE NA DRAWER SHEET NO. ACAD REVISIONS DATE
<br /> \e moin\pnlprfl
<br />
|