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Home My WebLink AboutPlan, Tentative APPLICANT 9/26/2006 " ~7") SCALE 1" = 20 FT ~ I 0 0::: F!= 0::: <( 0::: ....J 0 <( z z in 0 I- 0 () w W 0::: > 0 0 l()f- ~ ll)-J: (D +Q W 'f"-lr iE (D ;5'0 ~ 0 I- C/)" W C\I W ~ ~:...,,_~_C?J .Qy " STA 2+90 ~4" WATER SERVICE r. 2" WATER LINE o o I-C\I <0 lL. ~ C\lW' + ~m C\I I- V <( I > I- 0 W (I) -....J O:::w () in () a.. ~ I- ~ () a.. 'r- s- 1% -- l- lL. W ~t{) 1-' }.J I ~- . ...... t{) ;0........ v ~Lr:> ~I"O ~ <(~W ~ :n """" g :...>~ ~() n <( c- .- (f) I-C'J lL.~ --b:J oi ~~ P- I> tl )", (J) '- td C J 0::: ....J -- W C'J in () <" I'" I- ....: N (J ) C\I 5f~ - a:. 460 .'-- - 1- -- TOP OF CURB LEF'~~~- T:459.6 __..- -- - OR\G\NAL (,ROUNl) @<t. (~NSrRUCJ--r~7_b___ I I L8" nJJj'"'\ -- - J.L:Lb- -~F- I -''vSEW~R-b-IPE: @ 1 %- .ON '0::: '" i 450, 1"') n , U) V I- ::::> 'C t.t:J -,CLASS "C"BACKFILL 440 2+00 3+00 " W:3:.~ '''~." .Civil "~ :- 0-- - _.- ---G ---::)$ : \, \ :. ;:., , J C . . Engineering · Municipal Engineering. Land Planning, P.o. Box 10145 Eugene, OR 97440 Phone: 541 -461 ~9779 ,/ ; ~~UJR_EG,O__IN~ .O)qy;:f;(~ ~ vu~ 19~<&v = &'LAS G. ~s 'EXPIRES 30JUN2006 NO. 458.0 @<t DATE CO\jST~UC- 0\ '\O--S: ELECTRICAL LEGEND: <!) JUNCTION BOX (BY SUB) 00 TRANSFORMER (BY SUB) ALL ELECTRICAL CONDUCTORS SHALL BE THWN WITH A MINIMUM SIZE OF NUMBER 12 AGW. A CONTINUOUS, GROUND/BONDING WIRE SHALL BE USED IN ALL RACEWAYS(CONDUITS) AND SIZED ACCORDING TO THE CODE. . EXTG CURB I LET (ro BE RELOCATED) 22 - ,./'/ TC 458.40 f[ -15L-.10 PCR STA 21+92 19TH STREET TC ELEV 458.4 MATCH EXTG CURB ~X. 'G SD MH -- mv 458.40 L IN W 453.5 ~O[ 1)~~f9ED ST A 1 +00.00 KING HENRY EQUALS // F~STA 21+53 19TH STREET --- ~ \ ( / EXTG SD MH RIM 458.19 Ii. 452.77 N IN& S OUT 40 20 10 o 1 2 3 4 C1 C2 C3 '8 =90'00'OO"!J. =90'00'00" !J. = 40'32'30" R = 25.00 R = 25.00 R = 25.00 L = 39.27 L = 39.27 L = 21.58 A 458.45 A 458.30 A 459.0 B 458.40 B 458.40 8 459.06 C 458.50 C 458.50 C 459.12 D 458.60 D 458.60 E 458.70 E 458.70 C4 C5 C6 !J. = 130.32'30" !J. = 130.32'30" !J. = 40'32'30'" R = 35.00 R = 35.00R = 25.00 L = 85.19 L = 85.19 L = 21.58 o 459.12 M 459.60 A 459.0 E 459.18 N 456.548 459.06 F 459.24 0 459.48-C 459.12 G 459.30 P 459.42 H 459.36 Q 459.36 I 459.42 R 459.30 J 459.48 S 459.24 K 459.54 T 459.18 L 459.60 U 459.12 460 '" rof'..t-: . I'" C\I l...... C'4 If) t{)LO.q- -d-~I- ~7:;> -v ~ U::'j..J ~Z(f) . s: s: ~ ~-IO """" """" .450 ni.n _r-- - CO~ITROLL:D DEI~SITY ..I ~T[[-OVER-SANIIAKl I LN L9iJ'l ,.r R 1="1=" T 440 EM EM CONST 4" AC ON 12" COMP ACTED CRUSHED ROCK PER DETAIL 15 CONST 4" CONCRETE ON 2" COMPACTED CRUSHED ROCK PER DETAIL 13 (NEW SIDEWALKS ARE 5' WIDE) CONST STD CURB CUT FOR DRIVEWAY PER CITY OF SPRINGFIELD STD DWG 3-19 (6'. THICK) CONST STD SIDEWALK ACCESS RAMP(MINIMUM 4'x4' LEVEL LANDING) PER DETAIL 16 (CITY OF SPRINGFIELD STD DWG 3-15) ALIGN RAMP WITH EXTG SIDEWALK. NO CROSS WALK ON 19th STREET. TRUNCATED DOME COLOR MUST BE APPROVED BY CITY TRAFFIC ENGINEER SAWCUT AND REMOVE EXISTING PAVEMENT TO CUTLINE AND REPAIR PER DETAIL 1 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. AND SIDEWALK INSTALL 12"x18" NO PARKING SIGN WITH DIRECTIONAL ARROWS PER DETAIL 17 (CITY STANDARD DRAWING 5-18) INSTALL STOP SIGN & STD STREET NAME SIGN "KING HENRY COURT" WITH 6'. LETTERS PER DETAIL 17 & SPRINGFIELD STD DWG 5-18A. PLUG END OF PIPE AND MARK AS PER CITY OF SPRINGFIELD STD DWG 4-6 CONST STD 4.' PVC SEWER PIPE WITH TRACER WIRE PIPE 3034 P.V.C., S.D.R. 35 CONST STD 6.' PVC SEWER PIPE WITH TRACER WIRE PIPE 3034 P.V.C., S.D.R. 35 1011""1' ,,~~,j ,I, ,:.1;, (~, :'.'.'.11_01'" i~ ~j~~ i,i:;" III .'",,111,",,1 " """,..,I:,,,,~..j.:j~'~I~", 'j~1 ~lj"I!,:lI""UUil" "'i,,.,l,i.........u', ,,,,1,1. 1".,..u,...llIltillll 01",..,. "'..IOI...,,.,ifj~ ,;"II,,,oOlol,..,jI,_ 1101~iloll.,_ Ii.. '".~ i".II,~il,~I""ij"""lil, o.,lj." ~......,~. iiIo ~,."il,I'II;'" "1..,1'd~ill",I,,.jll"'I.i..~~ ,,~I.,..~'I.Oil,il.l ,,~,~II...io ,.~"'" JlI SPRING LOADED LATCH \. ., A ROUND MANHOLE TYPE LID MAY BE USED WITH APPROVAL OF THE ENGINEER Z I-(/) ~ w <(0 W (D-r- ~ I~ (f) () 1.0 I-v ~ <(....J 0> () I..L. ~ v ~ "": ro <( IX> + ul.O """" 0 v C\I ....J U <( ~f- ~ I- . ~~~. 40) . . /\ //1 , << ~~/; .__~Y4. /B. /" /"\ t l1 . ~~t 15__B I - . ::,:,:,:,:,:-:::::::-:-:,:-:,:-:,:-:-:,:,:,:,:::::::-:,:,:,~'f .:.., [ CONST SAN MH FL 452.1 c~:.:..;.:.:.:-:.:.:.:.:.:-:.:.:.:.:.:.:.:.:.:.:.:- :.:-:-:::: i; ST A 21 +53 19TH STREET 3.8 ' RIGHT ~ '1_,<~,uul_ 82 EDJ OF PAVEMENT @~ of KING HENRY. ~ ~I ,BH TF(160)-2+T(17))- 2E90-2E45(3)-103(290)INSTALLED BY SUB ~'~ I / SUB TO IN~T,L.LL FIRE HYDRANT 30.7' LEFT PER DETAIL 7 ~ .e.~\ \ /~ PCR STA 21+14 19TH STREET " ~~.\~/ ~~/" ~~T~llVEtf&.~URB \' " />( / J0 ~ J. ~/,,- ~/ 82 _SUB TO CONNECT TO EXTG 8" CI WATER , 1-- // f::,~, >~ ;:G ~~~lc~1~~~;8 19TH STREET ~~I.~'~?':~3(BY.5Ulll--~' EXTG SAN MH RIM 458.10 Ii. 450.70 ~ "" I --. -(): - ,"" '11' -- - "t:: - . 2 1 -= . -- . --' ;~~ - EXTG STREET LIGHT "~ ~ EXTG POWER POLE EXTG P( IWER POLE TO BE F Etv 0 VI:O BY SUB I . I EXTG CUf Is I ~LET .......- TC 458.1) Ii 454.10 [r---- y , 8 CONST STD CURB & GUTTER PER DETAIL 14 o EXCAVATION PER TYPICAL PAVING SECTION @ B @ @ @ @ @ @) e 8 CONST STD SANITARY SEWER MANHOLE PER DETAIL 2 Q CONST STD CLEANOUT ON 6" PIPE e WITH STEEL FRAME AND COVER PER DETAIL 12 @ @ e NOTE: CROWN OF KING HENRY COURT PAVEMENT TO MATCH EXISTING GRADE OF 19TH STREET AT EDGE OF EXISTING PAVEMENT.. PRECAST UPPER SECTION WITH LOCKING LID /3/S" SQUARE STl. BAR X 4 1/2" lONG PLUG WELD TO BAR I I ..L I T1 \ ,J ; ; / WELD STOP TO SHAFT , ..L _ ~:.._____' 1/ 4j O~ X .125 WAil PIPE ;'1 . ~ - :0: :P::G LONG : : 1 1/4. OIA. WASHER ',.. ;~ WELb TO PIPE --fA~-r//X//l:g//////~ WELD -J I 3/8" ~ rlAT BAR l' X 3/8" X 7/16" 5/8" SPRING LOADED LATCH LOCKING GALVANIZED UD ~ 27 X 27 X 1/4" NON SUP ) Y DIAlIOND PUlE SURF,,, . II ~I ~ ,I '( ~ l' :;---Jor CURB 1 '_ )' 'f ~ .:q-...k) \, . FACE OF' CURB 3;r- ~ \ C1}P\iH8" ~ GUTTER BAR "f' BOLTS ./ # 3 ~s TO EXTEND ~ IS" INTO GUlTER BAR 2 EACH i I o ALL CONCRETE SHALL BE MIN. 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS o UPPER SECTION TO BE STORM DRAIN INLET BY WALTS CONRETE COMPANY OR EQUAL r \1111/' I SPRING LO \OEO lATCH DEPRESS GUTTER BAR _ \ 2" tollN. BELOW NORIoIAL \ ) AT rACE or~INLET SLOPE 1 f' PER.,root . "I .....- - r- 6" WIN: RAD. I llilL ~ ~ ~ () p~.~: ~ . 0- ao:s -:::I VJ -, 6" a BASE MAY BE PRECAST OR CAST IN PLACE ~6" 6" 6" 6" 24" I 6. 36" 48" 60" CONST STD 8" PVC SEWER PIPE WITH TRACER WIRE PIPE 3034 P.V.C., S.D.R. 35 , I"'NQ REVISION I.l!ATE _~ ~~P3~ CITY OF SPRINGFIELD DEPT. OF PUBl1C WORKS CURB INLET CATCH BASIN TYP E 4A '- CA _CU _A- O~ 0:- VO _ - AG:. )~O) :- 0 ~ 0 \:. _ U v1~ A ~:.: ~-- I (-' ~- (2 l_ L:J .J (X) ~- ~ to () N---t-- (~ l.O W .q-IW C) 0 L ~ ( l-. <<i _:t (/) ..t t{) ~ I ,.. v '%. ~JY4. ,.- > <( 0> t... I., 1/\ """" ~ ....J 1'0 W l- t{) . . () -(/) + z ~ I- 0 ~ 0 ~ ~. I ~ t) (f) ~' 5 (. -rM58,4D _1~- _ - -- I // - \, \ fXlfNt; / _~~l~. I - 454' l'~rCfl,' J I t . p -...,~ ~S:ir ~-] (~ KING H~~~Y ....~:=-==-_ '7 It 451.72~ --; i- ~ /a:) t"~ . · ~ 0 ~ .'""' ll) .q- :o-q- VI- z z:::::> ~ -0 3= ~t.t:J 7' (n CO\ S-~UC- 0\ \ 0- - S( con-Jnued): e CONST 6" X 8" TEE @ CONST TWO 4" X 4" X 6" WYES a CONST TYPE 4A CURB INLET ~ PER DETAIL 5 CITY DRAWING #4-10A @ @) INSTALL 2.' AND 3" CONDUIT FOR ELECTRIC AND 3" CONDUIT FOR SUB WATER SERVICE CROSSING INSTALL 2" ELECTRICAL CONDUITS FOR CABLE AND TELECOMMUNICATIONS ROAD CROSSING VOLTAGE: 120 ONE 100W BULB PLUS ALLOWANCE FOR BALLAST: 130 WATTS DISTANCE OF FIXTURE FROM SECONDARY SOURCE: 36 FEET RESISTANCE OF 12G COPPER WIRE PER 1000 FT.@ 20.C IS 1.588 OHMS (SOURCE: TABLE 11. PRINCIPLES AND PRACTICE OF ELECTRICAL ENGINEERING) AMPERAGE OF 130 WATT LOAD EQUALS ~=1.08333 AMPS VOLTAGE DROP ACROSS 36 FEET OF #12 WIRE WILL BE 1.08333 times 1.588 divided by 1000 times 36 equals .0616 volts which is negligible. RESULTING VOLTAGE AT LUMINAIRE WILL BE 119.94 VOLTS. STREET lICHT!! lC lECE/1JJ ~_ FURNISH AND INSTALL (N) NO. (G) TYPE THWN WIRES. SPRINGFIELD DRAWING 5-22. ~ FURNISH AND INSTALL (s") RIGID ELECTRICAL CONDUIT. (J) FURNISH AND INSTALL APPROVED 12" x 18" POLYMER CONCRETE Jj'B JUNCTION BOX WITH 20,000 LB. TRAFFIC BEARING SKID RESISTANT COVER MARKED "LIGHTING': SEE ODOT DWG. 418. CONFORM TO @ INSTALL 35 FT. WOOD LUMINAIRE POLE FOR A 30 FT. LUMINAIRE MOUNTING HEIGHT. CONFORM TO SPRINGFIELD DRAWIN<; 5-22. MLA FURNISH AND INSTALL (L) FT. LUMINAIRE ARM. INSTALL ARM ON W POLE FOR A 30 FT. LUMINAIRE MOUNTING HEIGHT. ~PS INSTALL A (W) HPS ''cOBRA HEAD" LUMINAIRE, WITH IE.S TYPE III tV CUTOFF OPTICS, THREE PRONG TWIST LOCK NEMA PEG CONTROL, MUL TI- TAP BALLASE PREWIRED FOR 120 VOL TS. SPR/NFIELD PRE -APPROVED LUMINAIRES INCLUDE: AEL SERIES 315-10-S-MR-120/240-R3-FG GE SERIES M-250A2 MA2AC-10-S-0-M-2-G-MC3- ,'-U G = AWG SIZE SHOWN N = NUMBER SHOWN L = LENGTH SHOWN W = WA TTS SHOWN S = SIZE SHOWN GENERAL NOTES: ALL WORK SHALL CONFORM TO CITY OF SPRINGFIELD STANDARD SPECIFICATIONS AND DRAWINGS FOR PUBLIC WORKS, AS SUPPLEMENTED BY ODOT 2002 STANDARD SPECIFICATIONS AND DRAWINGS. DATE DESIGNED BY DRAWN BY CHECKED BY WEBER ELLIOTT PROJECT 'CITY PROJECT NO. MAY 2006 GARY REED GARY REED DOUG WEBER NO. 04-23 P30463 (APPROVED FOR CONSTRUCTION STAMP) REVISION BY j (9 s ,0 3E W (X : 0 I- W . 'W '(x I- (f) N o ,./' 1'0 N ..q- o SHEET f NUMBER .~~ 2 e~ Q.~ ~~ 0...0 225 ~JJHd STREET SPRINGFIELD, OR. 97477 ~ :) =a b:stI' Al ~ @ NOT TO SCALE CO\ S-~UC- 0\ \ 0- - S: ARTICLE 5.02.1.B(2) OF SPRINGFIELD DESIGN MANUAL REQUIRES THAT LIGHTS SHALL BE LOCATED IN ACCORDANCE WITH TABLE 5-1, WHICH CALLS FOR 100 WATT HPS @ 210' SPACING. PHOTOMETRIC EVALUATION IS NOT REQUIRED IF THIS SP ACING IS FOLLOWED. TOTAL STREET LENGTH MEASURED FROM 19th STREET IS 154'. DISTANCE OF PROPOSED LUMINAIRE TO END OF CUL-DE-SAC IS 95'. DISTANCE OF PROPOSED LUMINAIRE TO 19th ST IS 70'. DISTANCE TO EXISTING 19th ST. LUMINAIRE IS 135.. THEREFORE, ILLUtvf1NA TION IS DEEMED TO 8E ADEQUATE. ALL ELECTRICAL CONDUIT FROM THE STREET LIGHT POLE TO THE GROUNDING POINT IN JUNCTION BOX OR UTILITY VAULT SHALL BE BONDED METAL RACEWAYS. CONDUIT SHALL BE BURIED 24.' MINIMUM. WOOD POLES SHALL BE CLASS 4. PRESSURE TREATED POLES. ! !CALL BEFORE YOU DIG!! 1-800-322-2344 TWO WORK DAYS IN ADVANCE OF EXCAVATION ,;: STANDARD 'JO DRAWING ;4-1 OA. ... CC:. i w w z o z w >- t- O >- (D' o w > o 0::: 0... 0... <( ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain copies of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is (503)232-1987. KING HENRY COURT 1+00 1 9/14/0S DRIVEWAY CURB CUTS 2 9/26/06 DRIVEWAY CURB CUTS ADJUSTMENTS PAVING, SANITARY SEWER, and STORM SEWER STREET FROM STA 1+00 TO STA 3+00 ft ~ ~ \ ~ ~ OF Q5 Q5 E+-' 5 o 0 c-o +-' ~ 0 G:CL C-y ~~OJ~C~ #=>30463 su'e>zocf::rOC:O?:D -' SEP 2 6 2006 5wbPtV ~~\ [)1\\ \z:tSr~\}l::) ~ \C>~~ .. ........ 'c<} t\) t, '. .UU11'5 5U157