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McKENZIE HIGHWAYIMAIN STREET
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TAX MAP 17-02-32, TAX LOT 2201
copyright @ 2012 Branch Engineering, Inc.
IVICINITY MAP
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SCALE, '-1000'
EXISTING SITE PROPERTY LINE FLOOD PLAIN gem
EXISTING EASEMENT BASEL) ON FLOOD INSURANCE RATE MAP NO. AV%
EXISTING CURB 4103901 162 F, EFFECTIVE DATE. JUNE 2 1999, THIS
EXIS17NG EDGE OF AC PAVING PROPERTY IS IN ZONE X AND IS OUTSIDE THE 500
.. ...... . .. _X_ EXISTING FENCE YEAR FLOODWAY.
EXISTING WATERLINE SO TYPES
—WW— EXISTING WASTEWATER SEWER ACCORDING TO THE SOILS SURVEY OF LANE COUNTY,
EXISTING STORWATER SEWER THE EXISTING SOIL IS:
EXISTING GRADE BREAK (119) SALEM-URBAN LAND COMPLEX THIS SOIL HAS A
HIGH WATER TABLE DEPTH OF >6'
02 ELEVATION CONTOURS
FLOW ARROW
1-GEIRAD PROTEC77ON ui
EXISTING WASTEWATER MANHOLE AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS 40%
MAP, THIS SITE IS IN THE ZONE OF CONCENTRATION (99 La
EXISTING STORMWATER MANHOLE YR. TOT) TO MA IA. SEEM
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gem
ED EXIS77NO CURB INLET
WATERCOURSES
NO WATERCOURSES OR RIPARIAN SETBACKS EXIST ON
EXISTING POWER POLE THIS SITE.
EXISTING SIGN
EXISTING DECIDUOUS TREE Ln 0
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revisions:
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date: 3/30/2012
drawn by:
ARS
designer: LB
project no: 12-054
EXISTING
s - CONDITIONS
GRAPHIC SCALE t L
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10 0 10 20 40 Rf, MF
APR - 5 2 sheet:
Aom" sum
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McKENZIE HIGHWAY /MAIN STREET
-24" MY— 24" WW .,.. ...., , ... .. ...... ....., ____ .. ---24" WiV-- —24"
END
CONSTRUCTION NOTES
EXISTING SITE PROPERTY LINE 'i CONSTRUCT MONOLITHIC SIDEWALK PER DETAILS 3 AND 5 SHEET C3, w w w .era n c h E ng i n e e r i n g. c fl fi
-- -- — — — — -- -- EXISTING EASEMENT Springfield OR I Salem OR
-- - EXISTING CURB Q CONSTRUCT VERTICAL CURB PER DETAIL 2 SHEET C3.
EXISTING EDGE OF AC PAVING PROfi
---- - -' — EXISTING FENCE S CONSTRUCT ACCESS RAMP PER DETAIL 4 SHEET C3. c IL
EXISTING EDGE OF AC PAYING C
4 O 4 CONSTRUCT 3" ASPHALT OVER 10"
` EXISTING FENCE CRUSHED ROCK PER DETAIL 1 SHEET C3. #52996
PROPOSED BUILDING 5 TAPER CURB HEIGHT FROM 0.5' TO 0.0' OVER 12" PER DETAIL 6 SHEET C3. ,OREGON,,,,
o
-- -- --ONP - -- EXIS17NG OVERHEAD POWER LINE Q BRUARY $ S
W EXISTING WATERLINE CONSTRUCT 1' GAP IN CURB FOR DRAINAGE PER DETAIL 10 SHEET C3.
LAN-
-°-
—WW— -°-°°- EXISTING WASTEWATER SEWER (D CONSTRUCT J" WATER METER (BY OTHERS). EXPIRES: DECEMBER 31, 2013
—ST---- EXISTING STORMWATER SEWER
JUT PROPOSED JOINT UTILITY TRENCH FURNISH AND INSTALL I" SCH. 40 PVC WATER SERVICE PIPE. project title:
PROPOSED WATERLINE
WW— PROPOSED WASTEWATER SEWER Q FURNISH AND INSTALL 1" REDUCED PRESSURE DOUBLE CHECK BACKFLOW DEVICE
ST PROPOSED STORMWATER SEWER PER DETAIL 9 SHEET C3.
EXISTING GRADE BREAK
502 _w._._------- ELEVATION CONTOURS
10 INSTALL ELECTRIC TRANSFORMER (BY OTHERS).
FLOW ARROW 11 CONSTRUCT JOINT UTILITY TRENCH (ELECTRIC, PHONE AND CABLE TV).
EXISTING WASTEWATER MANHOLE
i 2 CONNECT TO EXISTING WASTEWATER STUB, VERIFY SIZE AND ELEVATION IN
EXISTING STORMWATER MANHOLE FIELD.
13 FURNISH AND INSTALL 4'" WASTEWATER PIPE WITH TRACER WIRE, SEE DETAIL 8
EXISTING CURB INLET SHEET C3.
El PROPOSED ODQT TYPE 'D' CATCH BASIN
14 FURNISH AND INSTALL 4" CLEANOUT PER DETAIL 7 SHEET C3,
D PROPOSED CLEANOUT L=J
MQ PROPOSED DOWNSPOUT 1 INSTALL 4" PVC STORMWATER PIPE WITH TRACER WIRE, PER DETAIL 8 SHEET' NII
C3.
® PROPOSED TRANSFORMER
16
PROPOSED WATER METER CONSTRUCT'2'X2'X6" RIPRAP SPLASH PAD.
C1
110 PROPOSED DOUBLE CHECK BACKFLOW PREVENTER 17 CONSTRUCT SWALE PER DETAIL 10 SHEET C3.
-t- EXISTING POWER POLE 1 „
INSTALL 9 RECTANGLE .NOS AREA DRAIN OR APPROVED EQ.
EXISTING SIGN
EXISTING DECIDUOUS TREE
h
x°' EXISTING SPOT ELEVATION UTILITY NOTES LMJ
FL.'07.80 FLOW LINE ELEVATION
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE
AC.407.80 TOP of ASPHALr ELEVATION WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS
REPRE'SE'NTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
TQ407.80 TOP FACE OF CURB ELEVATION EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
ALERT (USA) AT (800) 227-2600 TO INDICATE EXISTING UTILITIES AT LEAST 48 .
HOURS PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL TAKE PRECAUTIONARY
MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO Air= 0
EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND z -
HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD.
2. A T THE START OF CONSTRUCTION THE CONTRACTOR "
AC OR SHALL VERIFY THE LOCATION,
ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE uJ LLJ
SITE DA Tai ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE EXISTING > LL
STORM RUNOFF CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN THE CONTRACTOR SHALL tIJ
NOTIFY BRANCH ENGINEERING, INC. IMMEDIATELY. THE CONTRACTOR SHALL VERIFY
ALL SURFACE STORM RUN OFF WILL DRAIN WEST AND THAT THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES Ce
ENTER PROPOSED RAIN GARDENS THROUGH GAPS IN THE 3. SITE "PLUMBING SHALL CONFORM TO THE UNIFORM PLUMBING CODE AND ` 00 0.
CURB. ROOF DRAINAGE WILL BE PIPED TO THE PROPOSED MANUFACTURER'S SPECIFICATIONS. Ln qqj”
RAIN GARDEN.
4. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN AND SECURE APPROVAL
OF THE PLAN FROM THE CITY AT LEAST FIVE (5) WORKING DAYS PRIOR TO revisions'
CUT AND RLL STARTING WORK.
CUT: 420 CY 5. STORMWATER AND WASTEWATER PIPE MATERIAL SHALL BE SDR35 PVC. UNLESS
FILL= 200 CY t IT IS WITHIN 5 FEET OF A BUILDING. USE SCH. 40 PVC WITHIN 5 FEET OF A
BUILDING.
UTILITY TE RI I CA TI ON date: 3/30/2012
d yawn b
- Y ARC
PRIOR TO START OF ANY WORK, THE CONTRACTOR SHALL VERIFY THE LOCATION.
ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES
THROUGHOUT THE SITE AND AT THE POINTS OF CONNECTION THE CONTRACTOR
SHALL VERIFY THAT THE PROPOSED UTILITY SERVICE WILL MEET THE INDICATED PIPE
SLOPES 8 IMMEDIA TEL Y NOTIFY THE CLIENT REPRESENTATIVE AND BRANCH
ENGINEERING, INC. OF ANY CONDITION(S) THAT WILL PREVENT CONSTRUCTION OF NEW
UTILITY SERVICES AS INDICATED ON THE PLANS.
designer: LB
GRADING,
PAVING AND
UTILITIES PLAN
sheet:
f
STRAIGHT CURB SECTION DUMMY JOINT 4" THICK P.C. CONST. 6" WIDE (NOM.)
3" COMPACTED THICKNESS CLASS f`c= 3.000 PSI 114" DEEP 'V' GROOVE CONCRETE SIDEWALK 6 CURB AT BACK OF RAMP
r DENSE GRADED HMAC CONCRETE 6" FROM FACE OF CURB. 6X6 !O1( WWM WITH BROOM FINISH UNLESS OTHERWISE DIRECTED PROVIDE 1 112" DEEP
(COMPACT TO 91X RELATIVE "`° s SIDEWALK OR REINFORCEMENT SEE DETAIL s THIS SHEET CONTROL JOINT
COMPACTION RICE) TOP SOIL !/2" RADIUS TYP. J j' ~''"--
s AT s' -o„ MAX 4" THICK P.C. `
. ° f ° .j ° J i_ ' CONSTRUCT JOINT WITHIN CONCRETE SIDEWALK H WITH BROOM FINISH G.%J
_.
L •Y: iiti: r.: 16 HOURS OF POUR
d ..i e 4 ffi _d A A A A a A A .:1.: :. •. •g +
6# 6 4 Sr '.;t' Since l3//
A .i+.a •: a. r1 i.S.: j...i
.12 .....w ( r X \ ., q , r._ ` ' - ..._.. '' \ ti-•... 4,..y ...`••+. +.: +..: ::. i at 1. • A 4 ...- _._•__...._... ..._ - ..__.. -.. Q
,. civil transportation
,— — .,..• – \r•' C_' °' ? ,'`''.'''' r`,`i' '" , .' - .. l ,._..) ,j r. – ` - --._ •. tel: l ?..I::t Z,l. • . ,. (
• t-` } 1„. _,.,1 /r' < ' < _,,• i '"t `r/',.+ !" ! ; .! ,'/ \ ./'f `./ ` ` ./f` , ., .,, --r 1.,,,, ,/' t- _ "":•,\ J J ... .•:.,•,;r., - structural g e o t e c h n i c a l
`,1 ' ` --rte ,M..
_ ; -`' . ,1`.` , ,, `1 r , \ \ `',` ` `- '' ``"`. `' : .v Ta ; M3 t 0 Sth Street
)1 '
f \ // f/ \ \\ \1, 2 314'- 0 CRUSHED ROCK
— '-- --, '= - { '``; /t/ •,`''`` t' i'`; .f'` if . j %,/ //'' j/.,` /l'l! „k - ;'. f,; r• ,,ti ;r` \ \ f /`. `,•`.. ,r \ %'`. f „}
f i / y
`~Jf! ` 4 ->> ; ' *\ % / \r '/ -r' • ''f{ ' , / \,1 t r / j,, jJ !i l! `t l , °•• . :.r - - Springfield,
, : , t / \\ \ \ \ 541.746 0637
COMPACTED AT S59' ..
, ,,', ,, , 7. ,''' Slope
%. r '/ ' ' '
., 2 max,
SCALE LANs RELATIVE COMPACTION .74s.o38- ._._..._...__..
, , f,, LE FROM P_.- _
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r ti www.BranchEngineerring.com
` , ` ` MODIFIED PROCTOR ,t'' Springfield oR saiem o
+j , J . J,- COMPACTED SUBGRADE Slope 8 33X max A , , ti
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10 314 (0) CRUSHED ROCK. 9 t 2 AS PER GEO TECHNICAL
COMPACTED AT 95 NOTEt OBSERVATION z , .
SITE PAVING (SLOPE TO Truncated dome detectable warning surface
RELATIVE COMPACTION DRAIN PER GRADING PROVIDE 1 112" DEEP „ , ~
MODIFIED PROCTOR 8 PAVING PLAN) , (2) 314"40) CRUSHED ROCK, { y, r ry
CONTROL JOINT
COMPACTED susGRADE .D PR•
SUB -GRADE AT 6 -o MAX, Landing Area (Min. level area 48 x 48) AS PER GEO- TECHNICAL 6X6 1010 WWM REINFORCEMENT
COMPACTED CRUSHED ROCK CONSTRUCT JOINT WITHIN - .R For the purposes of this application, OBSERVARON , ; Cs
COMPACTED SUBGRADE 16 HOURS OF POUR (SEE DETAIL 5 THIS SHEET) ,n a 2Z maximum slope (Far drainage) is considered /eve! 52996
AC SECTION ''. C DETAIL 3 MOMOL ' ` '' PARALUL.ff" CO.V'C.tEE' OREGON
SCALE( ALT.& 8CALEs MT.& SCALE ALT. &. SCALE# N.T.a
- AN
SCALE: NONE `8'oatY t.T%
RISER D.D. L A-
PLUS 112 „ MIN. EXPIRES: ,DECEMBER 31, 2013
CAST IRON E AND FINISHED
COVER — ADJUST TOP TO GRADE WITHIN OUTSIDE UNDISTURBED
MATCH FIN /SHED 2" MIN. PAVED AREA PAVED AREA SOIL
GRADE .. project title:
_ i'y / , , SCH 80 ELLS TYPICAL LOOSE RING PVC SCHEDULE 80 FLANGE
` -_ j , > ----E
All
• f )t ,' // rfr /// jtf', J`\y / \% WITH STAINLESS STEEL BOLTS AND NUTS
}.- i•y •fir. !1 ' \: t•f ( f 7'< -. . t •~ •+ /.. .. •.. .." ` -.. r1" \,1
f C l {, .y. . l 4. • ` {K PA VING
STRUCTURE Y. — I r' Yom` p tU BALL VALVES (2)
VALVE BOX CARSON 2436 -18.
PROVIDE 114 CLEARANCE . 11" - -ter °•-:'":-::: - • j •
" A ,__...`,,' `- ' -1 --" COMPACTED . -- PROVIDE STAINLESS STEEL SACKFLdIN P
<.:.. REVENTER
BETWEEN` CONCRETE PAD 4 -HOOP CENTERED ,. NA T1 YE -- tr
AND RISER PIPE 2 . -
„ IN COMMERCIAL LOCKING BOLT AND WASHER.
—• J BACKF•ILL
MK 4 GRADE CONCRETE - Q
MECHANICAL PLUG MIN. PAD WffNIN TRAFFIC COMPACTED 3/4` r = '! ~t
COMPACTED 3 4 "--0 - AREAS ONLY) CRUSHED ROCK 3 -4,
CRUSHED ROCK 7
3 MIN. - c., >__.. ,, Ir• BEOTEXTlLE FABRIC
- AT BOTTOM OF BOX
BEDDING t...: -. -f {
r A
- } _ .w. ,• - t„ iVD COVERING ANY
f- SUPPORT
- ,• ,- rte, ,/
-? `
,`.. ti .: ... `^ _i . . 't BRICK
L i PROVIDE TRACER W! " _ r 0 1=l
et r w f SUPPORT c J LMJ
A S REQUIRED PER
LOCAL CODE. BRICK !',,'sy
r= ge
12` 6' MIN.
5 q 1- 1##1-- I1=1I AI1=fly PIPE SIZE AND TYPE = ; m._ rr r I= = = = - El :W_=_ s ,
ii -1 #i -1 #1 1 #- 1 —# 1 } l _II
,, e' BEDDING
PER PLANS __, , __ fi l ,; I . # #: , I I.. # i i
SEE TYPICAL UNDISTURBED SCHEDULE
INCOMING =
( 80 ALL PLUMBING FROM METER TO
TRENCH DETAIL) SUBGRADE
THIS ELL TO BE SCHEDULE 80 PVC
PVC PLUMBING BY
f. j, , LICENSED PLUMBER
,f \'',:`' ; \'%, ,', ` NOTE=
UNDISTURBED
SUBGRADE AT CONTRACTORS OPTION, MULTIPLE UTILITIES MAY BE LIOCA TED IN THE - 318 X 3116' WASHED ROUND
SAME TREti1CH. CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL COMPACTED10,01S1UR8ED EARTH ROCK MINIMUM 4' DEEP
NOTE: AND S TA Tt CODE'S ON UTILITY SEPARATION REQUIREMENTS. HORIZONTAL
1. CASTING SHALL MEET HS20 LOAD REQUIREMENTS SEPARATION BETWEEN JOINT TRENCH UTILITIES SHALL BE 12` OR
2. PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE. (4" MAX SIZE) GREATER.
J. ALL CONCRETE SMALL BE COMMERCIAL GRADE CONCRETE
4, PROVIDE TRACER WIRE AS REQUIRED BY LOCAL CODE.
CURB' ENDING CIB"OUT TYPIC U TRENCH BET"L DOABLE' CIMC.TK BA00ZO' "
SCALE= MT.S. SCALE, MT.S. SCAISt MT.G. 9 s PRE VENTER
1'E14`
GALE .
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F_ 00 CL
l' GAP ALONG STRAIGHT LENGTH OF CURB I" tl '
VERTICAL CURB BEYOND
revisions:
1'
AC PAVING AT 1 `
2'X2 X6 DEEP GAP IN CURB B
MATCH EXISTING GRADE RIPRAP SPLASH PAD ELEVATION PER PLAT`
1'
2'X2'X6 ` DEEP
RIPRAP SPLASH PAD
s 0, OPT
A _t y
d date: 3 /30J201 2
z z Y r _-/ drawn by: ARS
BOTTOM ELEVATION 488.0 '" , `...- .
WIDTH PER PLAN
` designer: LB
8 *—' projectna
P GAP AT CURB CORNER DETAILS
SECTION A -A SECTION 8 -8 E-SbU LI3° pp 2012
2012
sheet:
6"n) TYPICAL RAM GARDEN SECTION
$eALEa 11LT.8. C}
copyright O 2012 Brand Engineering, Inc.