Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
S-58-26.1-26.2
■= J �Z_ 'I /V /:Z? (D L E VEME/\/ T /N 30' 30' I � v I III O O r0' 20' 20• � 4' I 4 COSTA ME'S,I OR/V /OA a. /� ' O./7' ✓ UNE / 9 58 ° - -Concrete Curb------ - Pavement width to thisPeritt -Expansion ✓oints- 6, " Pavement �4'idh6 fa this fbint - - --__ - - -_ -- r E/VG //VEER s- 3 3 ConcreteApron 6 `�. I r. APF�A= 0V<D 7 � DATE ti / B /e R•. /4 2 �8R R '- S_ / `Cross 6u r 8 "thick) \ �y i 0 4D. 'FO U7 -/1 -RTH- R. C. E. ws 6579 -y t - 6'Curb Face /h7ent �. 3 R" • rap of Pave o -6 Curb Face fo of Rt✓ of N a �} /a .I� R /B p CITY E/VG //VEEER • G`/T'Y OF G`OST.q All ES.q IF 111 (0 V�Ilc ZD 7 71 s N t _. - ar7rl'brJ C�ffd"��y +_•� -. Port6ndCemeittCort rete . O � o O $CUTHWOt4T N - Expansion Joints -' -Expansion Joint- �Portiand Cement concrete H o 4- "� Bars 4 "Ion 9 "from each edye ►4 "C.3"from /VEWIORT hIE/GHTS /RR /G/9 T!O/V /STR /CT 2_ 6., IV bottom rn each end• Use Smooth Bara.GreI or N •it N wrap one endjo•eeach bar - ,q Po 40 vE0 0�9 TE- % TYPE E CURB GUTTER TYPE D CURB GUTTER - SECRET RY Std. P lan N47 Ste Plan Ng6 PLAN • CROSS GUTTER -A? /C T d 1011.7n /1 9 C O S 7,A %,I V / T4 R Y / S T 0.40 1i,!z-zD 0.9 TE S 2. R /DENT 4 =Flow Line - pa vet7ten t 60' to' /o' 30' ,p SYMBOLS GE /VOT.E'S ea' /o' f 4` 1 d 8 o•r7' T ; / A! Denates ' /nsta / /StrPef Li9hf,° 6ENCH M.gF?K Sp/Ge in tell. po %'057687/ h _ „ •'r o> r'nfsrsCC71 -/6 of c /s�- St and Tusf�n ' C Ezist Pvnrt. "j- Bars 6 "U. R. B. under ® Denotes "Instal! Street Siyn o,arVA* ov r"E crry ov CosrA MEs.a �.f-c be emoved;l QSee, Phanabove)) A "6uf•f-en _IDenot-es /n'Sta //6 Wafer(/alve S7Lot1'0i inq refers Tao the csnfcr /ins of sfrssfs = Deno/-e5 ' "/nsta // Fire Hydrant " _ -�-- PROFILE • CROSS GUTTER Curb dofa refers to the fcace of curb - -- -- --- -=1 �b"Crown Slope ( L' -1 Denotes Sewer Stationirlq. o P /an N-96 ° 01I Low e•nd of SewerA Main. All worA done sh // con forms to the s fondards o>< the 0.15 - -+- - = I�_ \ ail ( -��_�� ° Cl ty of Costo Mss4 and sho// bs com,o /¢fed to tfrs 3afis7`acr` /on of the C'/2"I Enginocr• Grade fo Drain-' - '" ( - - 7 4;1 7" sys7`si'n .5 /7,2 conform 710 the sfon 41 S ' • -: "� -�u �.' - _ � of the NCw,00rt fleic�hts Irrigation. C7isf-ricri IF Const.z" IPM. aver :'SeePhan¢Prvfilefor tarbpGarrer- , . Aire hydran7s sha// be Rcnsse/aor /isf SO -A or cqua /- 4 "U,R. B. C SL:2 RC• and COnst• StdndarY/ P,CX, Sidewalk 4 "thick", f Sea l Coat. � f Tho sewer sysfsn7 sha // conform to d•hs sta�da>--ds TUST /N AVENUE `' _ of th� �ostQ ST „�j T 2 i -Sower manholCS Sha / /bs /o7f be /vwoovorn snf grod� '. qnd 6r01.117/77' to finish gredc of'7��r"oaysment is 1!7 o/oce. Uf, W/// be cor,sidmred o oor7" of 7 -/7/:V cr/dn qnd Sho // be kl cons7`ruc7eCIF/ CZ oor C %ty of Cos7'o Me so 4S 7`1 dord• i _ - - Sewer and Water House Connec't'ion Laterals Sho /l be insfaHed go Fnrue6 30' co NSreucrvoN �4 /•o tha P.- Operty Lines prior fo the PPVinq of the streets. ho, ao Rol ho '� 4' 4' Y4 KEY MAP SCgLE / ° =60' Af no Pless- mi auricecin r has be.I o �en ft sra•ffi'c for cv Pea/ c o.n o.q ; I % of / than four weeks I seal Coa const ttnq of an a pli tt / emu /sign sha // be crPRA4I ' -const. PMS. over I �' oo a Iv ,9// unoteryt°oono/ work sha/! be c4niple%eo/ prior to Py&FI 4 UR.fjf S.C.-2P.C. W ( - -- h, and S 6l �aatwn ,Dorn existrn9 Pavement •. 7r_ I1 -- 11 A-� I�i � C O t/N T Y O F O Q A N G E crry aF co rit -- r..res.o VVV ES_ TlMATE OF QUANT /TIES • `. -Set P/an�'Prrofi /e forCurb�Gutter � ,'-Cocas Std. P.C.C. Sidewa /k� Gutter 3 7 8 ��') 3w of Excavation 63 ©C. Y, 1 In P-C.C. CONCRETE I'1 I JO AVENUE Type "O "Curb f Gutter /30 L.F. Type 'I Curb S Gutter /949 L.F• V ` st . Curb around Return 79 L. F. I'' ( 5idewa(k- 4 "thick 6352 S.F. �n ` - - j6 "IYoferwin -- — Cross- Gutter 630 S.F. u o G6o.3r' Sheet N°2 N M:f1�3 MM'x2 M.N.'xf Nl2 2 PAVEMENT co' B.4 Y S TSeEE 7- aro go 4 \ . �. 2 " p M, S. ' 33/ / 74 S.F. 0 � U. R. S. .795 TONS °k I 0 '° FN- DO b �— 9.C. 2 Prime Coat 912 GALS. t o� Oo h U Seal Coat 365 'GALS, O.r7 s� y ( Pavemenf Removal 3,714 S.F [orist 2 "P.MS. over o \J oI /3 4 "uRB.IrSC-zPC. WATER SYSTEM and Seal Coat. I i .S/o T_ 6 "Crown t sieve 6" Gate Valves 2 EA. 6 "Transite Water Main 660 L.F viii F cOSrrf MEs �'� - SeeP /an�Prel4mr for CgrheGutter -' F i �� �•--- Const. Standard RCC• Sidewahk 4 °th %ck --�- .,,BAY STREET ° House Connectr'on Laterals 16 EA. - G° v W T Y OF a1cAN GE I Ex/a f. F. tt, - n t Ass - - Fire Hydrae m6 /y 2 EA. 2 1 4 S SEWER SYSTEM 6'V,C.P. Sewer Main 576 LF. I Sf-andard Manholes 8 EA. 77149C7- /V -a 253 111 Conneci-ton Laferals 6'I 4802 -F I ( 1 MISCELLANEOUS Street Lights 4 EA. .. _ "I rl Street Siyns 2 EA• _ Guard Pane( '/2 EA. Refleof•or Paddles - W-60 -R 2 EA. /e9 °,r //" C.MP. Arch _r' /6qa) 220L.F 7IX?,AC7- JI 2023 Sheet / of 3 _.. ay°.. « .. We -._ _..rsaiaasnrr... 3+e ..tea. x. .o-. ..: , va •� ,,..�:- ,�,..._ax:++..: _ =.._.. i 6-.