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WALK (67'* LONG) (20 LONG) (I I,* LONG) (SEE SHT. 26 FOR DETAILS) I I .� R & D EXISTING PEE R & D EXISTING PIPE I II R & } EXISTING PIPE (22'* LONG) (209' LONG) (30'* LONG) // �I I II R & D EXISTING PIPE , I A2, -----------�----�. ----IN=II ►--(4-6-'- Yl--L-O`-N-G-)I *CB202 IJ -_~-_-_--__-* wr- i-l-------N------�1`----------�--- --- ----- -w - ---- ---�--------------- - /- - - - - - _-: ----- - ---07 --------------- -- - - a+�o to+oo I U I6I 1+00 - - - °I L1� 4 12+0o 13+00 A 14+0�j - - I I - - 15+U I � I _1— , _ 1 v ---_ - _ _— -a 1- _ _ _ _ _ _ _ _ _A_1-_E11V---- _ ° r-_S5-5555-SS_-SS_- SS-_._ Sg --_..gS __---_-5 5SSS--SS -'SS _--SS- -.- g-_'-SS-__Sf_ -- -.SS_-._.-55--_SS __5_._-.-- _-_-- - -- - __-__-_-- _-_ - -. - - - - - TA 95 - --� C -SS-- - �=C - SS SS. -_SS- .-SS_ _ .yS_.�SS--_fS_-__SS.-. -+}S-_ SS____SS -_.-S5__-_SS; 1y.� Li---'SS-.�_ - ; I _I�-F (� G _2 "Gas G -- G -- G -- 0 -. G ---- G --- G ----- G l.; + Q 0 - G - G -- G -- G ---'1- L- 1 1 + 0 (J "f _ 1 + �; 1..Gos 1 + C� V 1 / -� + - G G G -- G -- G -.- G --- G _._.- 0 __-_-_. G .__-.__- G_-- G--_ C -._-. G _._-. 0 -.._ G, G ___- G ._._.- G--. G_-_ G--- 0- G G 0 --- G G -- G -- 0 �� ( 4"Cos I D I Cf=G ----o---oo—G--o---o--o --- I I _ ---j--------� -- Q% w--w 77 U----- Exist. ---------------------- ----- --------------------------__-- ------ -- --- T - // I y J h ,�y� y� i i i i i 7 y. .1 �T �'' Drive wcy 1J'Q\ ' v �/ �• - f / �/ / i' i i' i' i� i' i' i''� 3(-i .I� ,''�'.✓ }.}\X.' r ^- '\ `E +; '�- r . ' - t�k-�- i � i , � � i ,' i i � i ' i ;//,��i �� i j / i rr r i , i , / i , / i F-k- ,): r /'/�/ / / /�-'i i�/i�/i�/?�//i��'�r�x�y.- C��?� .Y. ...1...:....� 1 txis . Exist, i -��'S� �'.� -� p Sta, 11+26 to Driveway R & D 93'* Sta. 10+02 to Sto. 10+22 Rt. Driveway R & D EXISTING PIPE I � Sto, 11+42 (Rt.) CURB & GUTTER * R & D EXISTING PIPE ® Sto. 10+06 (Rt.) Sta. 10+26 Rt. R & D 16 L.F. Sidewalk Sto. 11+56 to Sta. 11+85 to R D 85'* (23' LONG) (22'* LONG) R & D 4 L.F, Sidewalk R & D 4 L.F. Sidewolk Sta. 11+73 (Rt.) C.G. & S. R & D EXISTING A.C. FRIG. -Sto. 10+60 to Sto. 10+75 (Rt.) R & D 15 L.F, Sidewalk R & D EXIST. PIPE (42'* LONG) & CONTROLLED DENSITY BACKFILL R & D EXISTING PIPE R & D EXISTING PIPE (114'* LONG) (28'* LONG) R & 0 17 L.F, Sidewalk -Sto, 11 +42 to Sto. 11+47 (Rt.) R & D 5 L.F. Sidewalk oil o+ I 11 LLJ I Z r1 I, W > J I a 1i 1 *Ci10 I � r �i *FB41 i;. R& D EXISTING PIPE I I I_ (19'* LONG) L0 ...�� ........ �.� ..... �� CB302* I I I * flt -'� •b `� & y j t w t:_ C f' -------------- --- / ---- ------------- - ---- -- 16+00 +e 17+00 4 18+01 — I — ------ -- --- .__.�_""____.__'""___._._'_"SS-SS- 8 I-SS-�l�-�-34�-__J----'-- - ---- Of I�� I S'' SS 1 ` + 1 fir+ i � o G G--'G-G-_.0____ 0-_.G-G--_0_.--_G-___G--G--G-Z.SDSG--GG-.��,��_t_,__t_ J[ 7-_---------------------------- -` - - - '/- - - - - - - - - - - - - - ---------------y_ L _ xx -. a�1�F- . -alll ■ J-Y� �� x ��M>®i . x JR�t- u _' R & D EXISTING PIPE (22'* LONG) R & D EXISTING PIPE OBLITERATE WALKWAY (41'* LONG) SURFACING (294'* LONG) JYIW0Nw"N.-MWRWwWF,A R & D EXISTING PIPE (22'* LONG) r-; I _ j I r-=• I R & D EXISTING PIPE-- -_ ! (39'* LONG) I j I �-s I 1 I� I� � I I I I I I I I I E Sto. 12+07 (Rt.) R & D 22 L.F. Sidewalk (93'* LONG) R & D EXIST, PIPE -- R & D EXIST, PIPE (40'* LONG) (24'* LONG) & CONTROLLED DENSITY BACKFILL & CONTROLLED DENSITY BACKFILL R & D EXISTING PIPE R & D EXISTING PIPE R &0 EXISTING PIPE (22'* LONG) (20'* LONG) (35'*LONG) I ir�rrrr. r.+rrrrr----- r�w I I I I _! R & D EXISTING PIPE ! LJ ( (22'* LONG) r-� 1 jr� -1i CB413 T� EI - _— . - 13+OC $ 20+00 '--'-SS-----SS---- S - - --- s-_ vc a► _ti - G . G G _- C . G --_-_ q _�xJ - - - - r _ - - - - - - — - _ . --. --- - - — - - CJ-~ -~ - - ----------1 -- -- -- -_ Exist. Ditch \ . I 1 II I I II I u I E - w 4- El C) o EI+ W II ! Q II I I R & D EXISTING PIPE (21'* LONG) R & D EXISTING PIPE (79'* LONG) -EXISTING AREAS WITH R & D EXISTING PIPE CONTROLLED DENSITY BACKFILL (43'* LONG) & CONTROLLED DENSITY BACKFILL N R & D EXISTING PIPE (22'* LONG) OBLITERATE WALKWAY SURFACING (243'* LONG) R & D EXISTING PIP (31'* LONG) 21+0 1 OBLITERATE WALKWAY SURFACING (113'* LONG) R & D EXIST. PIPE (45•* LONG) R & }EXISTING PIPE & CONTROLLED DENSITY BACKFILL (283' LONG) - R & D EXISTING PIPE (16'* LONG) SQL �h 4 I,-.--'-. - -- I I •-h— .�L. *CB421 ..� ..� ...� ...14�501� Ln ter. �Ir. _r-----------------_ �----------- ,----.-------------------------------------------------------------------------- --- _ +t 0 2 + 0 0 i ------1----- - - o z AVENUE -- -- 1V1 __.- I cc (A SS Sr___ C _ SS .SS_--_gS_-..J (i 2.1 - U E2+C}�..-------56 5=---55-L�+f- -- -- 0--- — / t-------------- - / - -- - j -- -- -- ---- -I U) Exist Ditch 1 I I C I ii'iCx - L R & D EXISTING PIPE R & D EXISTING PIPE :2 II III 1 li I I I I I it 9 1ppi Er�'. IN I I 1 R & D EXISTING PIPE ( 98' * L0NG) (10'* LONG) (41' LONG) OBLITERATE WALKWAY R & 0 EXISTING PIPE SURFACING (251'* LONG) (25'* LONG) �- :01 "j .ON 133HS I b3MV813 RECORD DRAWING Corrections By No Changes By_ Date � - S 0 7 r Any Person Using This Drawing Should Verify All information By inspecting The Site Of Work Note: Remove and Dispose Control Density Fill to subgrade level. DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED �. aado1,4 40105 //Wt( wa.05-' )WA- 3t� fl-10'05x4wa,4Vcx� O FILE NAME DRAWER SHEET NO. ACAD �— REVISIONS I ISE:\Projects\2006\Cardinol\Plans\Final PIan\Cardinal Demo Plan.dwg 1 DATE COUNTY �S DATE I 1 OF SAN JOAQUIN SCALE: 1 " = 30' DEMOLITION PLAN CARDINAL AVENUE IMPROVEMENTS (Main Street to Weber Avenue) SHEET TOTAL NO, SHEETS 5 31