HomeMy WebLinkAboutPlan, Final APPLICANT 4/22/2010
/ 'CENTER E\'tm EASEMENT RW. 2660 REC. NO. 5391 lCOR
, _ _ /". / 'CEN~ ~ EASEMENT REEL 212]) REC. NO.~4 ~
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I if -$ I I ( . Ii '(?;..' v .\ RI~ ELEV= 435.43
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RIM ELEV= 438.16
?S IE=434.42 (TOP OF PIPE)
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SSWR MH~
RIM ELEV= 437.94
4"NE IE= 432.19
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6"W IE=:: 431.92
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RIM ELEV= 434.76
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REC. NO. 1064 ~
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~LEV= 434.46 . .
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3TRM STR JCTURE
CONST CONCRt.It:~
TRUCK WASH \e:.V
<2
USE EX PAVED ENTRANCE
AS CONSTRUC110N ENTRANCE.
CONST WHEEL WASH AS REQUIRED.
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DEVELOPER/OWNER
OWNER: LANE TRANSIT DI~ I tdCT
3500 E 17TH AVE
EUGENE. OR 97403
PHONE: 541-682-6129
CONTACT: CHARLIE SIMMONS
ENGINEERING/SURVEYING FIRM
BALZHISER & HUBBARD ENGINEERS
100 W 13TH AVE
EUGENE. OR . 97401
PHONE: 541-686-8478
FAX: 541-345-5303
CONTACT: JANET PARDEE. PE
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VICINITY MAP
NO SCALE
PROJECT
LOCATION
EROSION SEDIMENTATION CONTROL LEGEND
- -- - -435- ., -- ~.
---------~--~4--/---------
EXIS11NG CONTOUR ELEVA 110N - MAJOR
EXIS11NG CONTOUR ELEV A 11 ON - MINOR
PROPERTY LINE
APPROXIMATE LIMITS OF CONSTRUC110N
EXIS11NG INLET TO BE PROTECTED
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CONCRETE TRUCK WASH AREA WITH DESIGNATION SIGN
CONSTRUC110N lRAFFIC ACCESS ROU11NG
PROPOSED DRAINAGE PAil t.RN
. EROSION SEDIMENTA 11 ON CONTROL
-&>
ESC
ALL EXCAVATED MATERIAL TO BE
HAULED OFF-SITE WITH NO MATERIAL
STOCKPILED ON-SITE. CONTRACTOR TO
PROVIDE HAUL ROUTES AND
CONSTRUCTION SCHEDULE TO THE CITY
DESIGNATED
CONCRETE
WASH AREA
PROVIDE 18ft X 24" SIGN
/ WRAP STRAW BALES
/' WITH 4 mil BLACK "'. .. .
' . 4 VlSQUENE ..~. "
~/ / / / / / / / , ~./ " / / / / / IT
. ////////. ///./////
////////. ////////
////////, ////////
. / /~ / / / / , / / / / / / / /
/ / ~.~/ / / , / / /~ / / /
"., ~ PROVIDE 6 STRAW BALES T~' '; ""
MAKE SQUARE CONTAINMENT
AREA
ANCHOR VlSQUENE
/ W1JH SOIL BERM
CD CO \JCRE E TRJCK WASH ARN:~'
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/ BID-FlLlER BAGS OR
, .. . . SANDBAGS STAKED IN
PLACE
TYP
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~ BIO-FlL TER BAG'S OR
SANDBAGS AS REQ'D
TYP BOTH
\SIDES OF INLET
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NOTES
1. PRIOR' TO 1 st PAVEMENT. LIFT. REMOVE BIO-BAG /SANDBAG
BARRIERS AND INSTALL BASIN .INSERT BAG 'OR CURB INLET SEDIMENT
DAM AT ALL INLET STRUCTURES. .
)RAINAGE IN,_E
~2 S IR JCT JRE PRO EC-IOt\
~ No Scale
SITE SOIL CLASSIFICATION
(PER SOIL SURVEY OF LANE COUNTY AREA, OREGON)
23 CAMAS-URBAN LAND COMPLEX
97 NEWBERG-URBAN LAND COMPLEX
FLOODPLAIN.
THE SITE IS OUTSIDE OF THE 100 YEAR FLOODPLAIN BOUNDARY
SITE CONDITIONS
THE SITE IS MOSTLY PAVED WITH VERY LITTLE VEGETATION.
NO THREATENED OR ENDANGERED SPECIES HABITAT IS KNOWN
TO EXIST ONSITE. NO RIPARIAN OR WETLAND AREAS EXIST
ON SITE.
PROPERTY/SITE DESCRIPTION
TAX LOT 301 (LANE COUNTY TAX MAP 17 03 34 34)
LOCATED IN THE SW 1/4 OF SEC110N 34,
TOWNSHIP 17 SOUTH. RANGE 3 WEST. WlLLAMETTE
MERIDIAN
LANE COUNTY, OREGON
TOTAL SITE AREA = 6.64 ACRES
TOTAL DISTURBED AREA = 0.13 ACRES
EXCA VA liON QUANTITY =445 CYD
IMPORTED FILL QUANTITY = 445 CYD
PROJECT LOCATION
3500 E 17TH AVE
EUGENE. OR 97403
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ARCHITECTURE .
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,CITY OF SPRINGFIELD GENERAL EROSION AND SEDIMENTATI()N
,CONTROL PLAN CESCP) NOTES
1. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE, ONE INSPECTION WITH LDAP
STAFF IS REQUIRED. ISSUANCE OF THIS PLAN DOES NOT RELIEVE. THE PERMIT HOLDER
AND OR THE CONTRACTOR FROM ALL OTHER PERMITTING REQUIREMENTS. PRIOR TO
BEGINNING CON~ I t<UC110N ACTIVITIES, ALL OTHER NECESSARY APPROVALS SHALL BE
OBTAINED.
2. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN ARE THE
MINIMUM REQUIREMENTS FOR AN11CIP A TED SITE CONDITIONS. DURING THE
CON~ I t<UC110N PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED FOR
UNEXPECIt.U STORM EVENTS AND TO ENSURE THAT SEDIMENT-LADEN WATER DOES
NOT . LEAVE THE SITE.
3. THE IMPLEMENT A 110N OF THE ESCP AND THE CON STRUC11 ON, MAINTENANCE.
REPLACEMENT, AND UPGRADING OF THE EROSION AND SEDIMENT CONTROL MEASURES
IS THE RESPONSIBIUTY OF THE PERMIT HOLDER AND/OR THE CONTRACTOR UNTIL ALL
CON~It<UCTlON IS COMPLETED AND ACCEPTED AND VEGETA110N/LANDSCAPING IS
ESTABLISHED.
4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE
CLEARLY FLAGGED IN THE FIELD BY THE PERMIT HOLDER/CONTRACTOR PRIOR TO
CON~If'(UC110N. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
FLAGGED CLEARING LIMITS SHALL BE . PERMIII t.D. THE FLAGGING SHALL BE MAINTAINED
BY lHE .PERMIT HOLDER/CONTRACTOR FOR THE DURA110N .OF CONSTRUC110N.
5. THE EROSION . AND. SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE
INSPECTED AND MAINTAINED DAilY AND WITHIN THE 24 HOURS At-It.R ANY STORM
EVENT OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. MEASURES
SHALL BE INSPECIt.U BY THE PERMIT HOLDER/CONTRACTOR At-ltR EACH RAINFALL
AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS OR
ADJUSTMENTS SHALL BE MADE IMMEDIATELY. THE EROSION AND SEDIMENT CONTROL
MEASURES ON INAC11VE SITES SHALL BE INSPECTED A MINIMUM OF ONCE EVERY TWO
{4~/WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT.
6: ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL. BE PROTECTED FROM
DAMAGE A r ALL 11MES. CONTROL MEASURES SHALL REMAIN IN PLACE UN11L
PERMANENT RE-VEGETATlON HAS BEEN STABILIZED. ANY MEASURE THAT IS DAMAGED
OR DESTROYED SHALL BE REPAIRED OR REPLACED IMMEDIA TEL Y.
7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL
NOT BE DISTURBED FOR TWO'DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL
30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) SHALL BE
IMMEDIATELY STABILIZED WITH AN APPROVED ESC METHOD (SEEDING & MULCHING WITH
STRAW, BARK. COMPOST. OR PLASTIC COVERING, ETC.).
8. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE
CITY INSPECTOR TO ENSURE PUBLIC RIGHT-OF-WAYS ARE KEPT CLEAN AND FREE OF
DEBRIS. STREET FLUSHING IS PROHIBITED.
9. WHEN TRUCKING SATURATED SOILS FROM .THE SITE. EITHER WAltK-TlGHl TRUCKS
SHALL BE USED OR LOADS SHALL BE DRAINED ON SITE UN11L DRIPPING HAS BEEN
REDUCED TO NO MORE THAN ONE GALLON PER HOUR. SEDIMENT LADEN WA I tK WILL
NOT BE ALLOWED TO ENTER THE STORM WA TER SYSTEM.
10. EXTRACTED GROUND WATER FROM EXCAVAIt.U TRENCHES SHALL BE DISPOSED OF
IN A SUITABLE MANNER WITHOUT DAMAGE TO ADJACENT PROPERTY. CITY'S STORM
WATER S't~It.M. WATER FEATURES. AND RELATED NATURAL RESOURCES. APPROVAL OF
A DEWATERING SYSTEM DOES NOT GUARAN 1tJ:. THAT IT WILL MEET COMPLIANCE OR BE
ACCEPTABLE FOR USE IN ALL SITUA TlONS MODIFICATIONS TO THE DEWATERING SYSTEM
WILL BE REQUIRED IF COMPLIANCE CAN NOT BE MET. AT N011ME WILL SEDIMENT
LADEN WA I t.t< BE ALLOWED TO LEAVE THE CONSTRUCTION . SITE.
11. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENT THE
LDAP OF OTHER BEST MANAGEMENT EROSION PRAC11CES UNDER ALL WEATHEF~
CONDI110NS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUC110N SITE.
12. NO HAZARDOUS SUBSTANCES, SUCH AS PAINTS, THINNERS, FUELS, AND OTHER
CHEMICALS. SHALL BE RELEASED ONTO THE SITE. ADJACENT PROPER11ES, OR INTO
WAIt.t< FEATURES. THE CllYS STORM WATER SYSTEM, OR RELATED NATURAL
RESOURCES.
13. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND
MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRIIIt.N. RECORDS SHALL
BE KEPT.. OF WEEKLY REVIEWS OF THE ESC F ACIUl1ES DURING THE WET SEASON
(OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY
1 TO SEPTEMBER 30).
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Date f={eceived: .q-------"
Planner: SH
MECH^N1CAl
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EUCt'RlCAl
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CIVIL
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SIJR~YORS
10(1 WEST 13TH AVENUE
E~?Ui~6r6-~1~~01
F: 541'345-5303
9700-002-09
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L 435.12
TP /ME
REFER TO MECHANICAL DRAWINGS ~
FOR EX 4"SS MODIFICA1l0NS ~
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-""4P4-__ / 0 ~ ~__.J III TP/ME~ I '--- --;;::-- 16-.+
--' ~ gs I I gs !l~ 435.07/ 434.91 \ ./"'" .
.~ '" '8 ~ 1 0 s lP TP
~ ~ '\ ;1 WASH 0 -os I_-,'OS- I
,...,. \ <C I <:C ~i)l\ 'FM ".. ~ 434.87 \
({u BUILDING co U ~f~' ~ I TP
\. ' :)1 "35"6\51 . II \
\ 435.66 l..L :... . .. .!. 434.99 \0 \.....
J ~ I TW - /~ ~ I ~ '\ 435.51 I TP ~ ~
~\ 'f~ ~)l FFE= 435.14; ~ 435.06 I -rw ~
..... TP ~ lPt~1 ,....435.45 I ~ \
~ I ..../ 0435.60 ~I /... rw I 434.99 \\ \ r-
~ / r FFE= 435.16 . -- TW I , . ~- I TP \ \.
\ C----m__,:r~------------- ~\ ) ~il.L. ~ 0 434.83 \ ',-_
~ BLOWOFF VALw;,S ~435.10 I II, FM" ~ ~TP \ 0 \
~ '--- ~ TP/ME...J 434.90', \334.88~434.87 I
\ -- ~ ~ ~ " 'l--~~.Frt'-SC-!-SC-;W 43455:
so C CONTROL POINT #1001 \ ~ ~/~~~ 6.3' ~ / 42.0' c : TP!ME:rk,
i 434. 790~) \ UNDERGROUND fUEL STORAGE \ f ~
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~ 19 ~ ---UNK MH \ CONTROL POINT #1000 \
( ~ RIM ELEV= 435.43 434.850 '\ ~
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RIM ELEV= 434.68
LANDSCAPE
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SHEET NOTES
1. REFER TO SHEET C3.0 FOR CIVIL AND SURVEY LEGENDS AND GENERAL NOTES.
2. TC AND TW GRADES ARE 6" ABOVE TP GRADES. UNLESS OTHERWISE NOTED.
3. MATCH EXISTING GRADES AT SAWCUT LINES. SAWCUT AT EXISllNG CONCRETE JOINT,
UNLESS OTHERWISE NOTED. EXISllNG CONCRETE PAVEMENT IS REINFORCED.
4. PROVIDE SMOOTH UNIFORM GRADING TRANSITION WHERE NEW CON~ I t<UCTlON MEETS
EXISllNG SURFACES.
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>- CONSTRUCTION NOTES
1. BLOG SERVICE CONNEC1l0N. COORDINATE FINAL LOCA 1l0N AND ELEVATION WITH BLOG
PLUMBER. REFER TO MECHANICAL DRAWINGS FOR CONllNUA1l0N.
2. EX UllLlTY NOT SURVEYED OR AELD LOCATED. LOCATION BASED ON RECORD DRAWINGS.
CONTRACTOR SHALL POTHOLE EX UllLlTY TO VERIFY LOCA 1l0N AND DEPTH OF LINE.
NOTIFY ENGINEER OF FINDINGS.
3. DEPENDING ON DEPTH OF THE EX 4"SS, CONlRACTORS OP1l0N TO USE VERTICAL DROP
CONNEC1l0N (MAINTAIN 0.0100 FT/FT MIN SLOPE) PER DETAIL 2/C3.0 OR USE
MANUFACTURED TEE AND ADJUST SLOPE OF LATERAL AS REQUIRED.
4. CONSlRUCT FULL DEPTH CURB PER DETAIL 3/C3.0.
-435 - - -........
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FFE= 435_1.;~ I @~ 435.09.-/"'. I _______
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CO ~ : I ~ FFE= ."-~5.09 / RIM ELEV= 434,97
CO I S 435.13 I ~ /
I 435.11 :> '< I CONef ETE ~ ~Sv
I TP / EX MH TO RE~JAIN
y.. I I 435.09J Jl . I "CONTRACTOR "0 TAKE
j 'I I TP ~ PRECAU1l0NS ~fiO
FFE-' 43512- to S .}'
- . ~ I ~435.11 435.11 I MAINTAIN FUNnTlONING
m :... TP rl! 0 MH DURING CC NSTRUC1l0N
, ~ :435.09:' ~ --J
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~ BE REMOVED. RtJ-t.t< TO 435.09~ . 13.0' . /"TP/ME
MECHANICAL AND TP 435.10 __r I --*'
ARCHITECTURAL DRAWINGS lP /ME ':" I \ I
(2) GRADING AND U I LII V Ps:~~
PLAN SCALE
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12" DEPTH 4000 PSI PCC PAVEMENT
WITH #4 BARS. 16" O.C. EACH WAY OVER
12" MIN DEPTH 1)2" -0 CRUSHED ROCK BASE OVER
GEOTEXllLE OVER
APPROVED SUBGRADE
LIGHT NON-VEHICULAR CONCRETE PAVEMENT SECTION
4" DEPTH 3000 PSI PCC PAVEMENT OVER
1" MIN DEPTH *"-0 CRUSHED ROCK BASE OVER
APPROVED SUBGRADE
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so.
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Note to Contractor:
Prior to site sanitary sewer construction,
contractor shall coordinate with demolition
and/or building plumbing contractor to confirm
location, size and depth of existing waste
service previously constructed to the southern
bay of the Wash Building. Findings are to be
provided to both Mechanical and Civil
Engineers for determination of final routing for
STRi] the chassis wash lift waste line.
PAVEMENT LEGEND
CONCRE "E
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435.01
TP /ME
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FLEET :NIAINTENAI\ICE
BUILDING.
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BEGINNING OR END OF CURB TYPE
PAVEMENT REMOVAL SAWCUT LINE
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REC. NO. 1064 LCOR
WASH
:UILDING
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.GENERAL NOTES
CD ALL JOINTS ARE CONTRAC'flON JOINTS, UNLESS OTHERWISE NOTED.
(~) USE THICKENED EDGE JOINT AT pce PAVEMENT END AND AROUND ALL
STRUCTURES.
o MIX DESIGN AND MATERIALS TO BE APPROVED BY ENGINEER.
6S
o PROVIDE 'flED eONSTRUCllON JOINT AT END OF SUCCESSIVE POURS.
STRM CB
t-<IM ELEV= 434.33
S8
(Q)
(Q) ------UNK MH
t CONTROl
NOTE:
REFER TO MECHANICAL DRAWINGS FOR
RE-ROUTING OF EX FUEL LINES.
COORDINATE WITH BUILDING PLUMBER
FOR INSTALLATION OF NEW 4"SS
@ ALL eONCRt.It:. PAVEMENT JOINTS SHALL BE SEAtED (SEE
JOINT SEALANT DETAIL 4jC3.0).
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RIM ELEV= 434.93
@ WAS- 3_ _) NG SAr\
A =tV SEWER
~
Scale: 1 :20
REINFORCING,
"TYP
CONTROL POINTS
"f
BUTT JOINT
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POINT NORlHlNG EASTlNG FJ f:VA llON
1000 5533.29 5292.52 434.85
1001 5533.45 5160.54 434.79
1002 5611.76 4965.04 435.48
DESCRIPTION
MAG NAIL & DISC
MAG NAIL & DISC
HUB & TACK
4
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FFE= 435.11J TRASH ENCLOSURE
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f:X CONCRETE /
JOINllNG
TYP
SLOG OR
UTILITY
STRUCTURE
REINFORCING,
fTYP
CONCRETE PAVEMENT
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NOTE:
1. ALL REINFORCING SHALL BE No.4 BARS AT 16" O.C..
EACH WAY
2. SAW Ya" WIDE x 2" DEEp. FOR DRY CUT EARLY ENlRY
SAWS OR Ya" WIDE x 3.33" DEEP FOR WET CUT SAWS.
?-- ISOLAllON JOINT AT UllLlTY I..~_.._.~
~ STRUCTURES AND BUILDINGS ~~
-~
^' BALZHISER
f\ ,\j 11V ~HUBBARD
Oate Received: Jr:{~j}~~~c~~:ERS
ELECTIUCAl
P~anner: SH CI~ll
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ALL JOINT SPACING
TO MATCH EXISTING
CD PAVING AND "OINT NG P~:~o
CD ,,0 N I\JG JE ~cal:~
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SURVEYORS
100 WEST 13TH AVENUE
E~?~!1~br(y~~!01
F: 541.345-5303
9700..002-09
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SCALE: 1!16"=f-O"
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KEYED NOTES 1/P100:
o (R) 2" WO AND 4" SD LOCATED BELOW FLOOR.
@ (R) FD, CAP WASTE.
<D (R) DRINKING FOUNTAIN AND CAP WASTE CONNECTIONS TO DRINKING FOUNTAIN
AND fD.
<9
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@
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(R) WASTE CONNECTION TO we BACK TO VENT.
CAP WASTE TO TRENCH DRAIN.
(R) OR ABANDON 4" SO AT CONTRACTOR'S DESCRETlON.
VERIFY LOCATION OF 4" WO PIPING TO TANK AND RELOCATE IF NEEDED TO
COORDINATE WITH BUILDING FOOTING.
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@ (R) ICE MACHINE PLUMBED FROM LAV IN TR, SAVE FOR RELOCATION. (R)
ASSOCIATED PIPING AND PUMP BOX, CAP OR PLUG PIPES AT SOURCE OR MAIN.
<D (R) OF. CAP CW, V, AT MAINS. CAP W FLUSH WITH FLOOR. DISCONNECT GAS
PIPING AT DF-7, REMOVE DROP, CAP IN JOIST SPACE.
<9 NOT USED.
@ PAINT BOOTH TO BE RELOCATED BY. OTHERS. FIRE SPRINKLERS THIS AREA TO BE
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\!) (R) HB. CAP CW AT CEILING FOR RECONNECTION.
@ (R) FIXTURE AND ASSOCIATED PIPINcn CAP CW, HW, V, AT MAINS, CAP W IN WALL
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1. MODIFY FIRE PROTECTION PIPING SYSTEM TO COORDINATE WITH REMOVED
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COVERAGE PER NFP A STD. 13.
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KEYED NOTES 1/P100:
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TO PROVIDE FIRE PROTECTION FOR THE INDICATED AREA(S),
2" VTR AND 2" V DN.
1/2" A DOWN TO -REGULA TOR. 1/2" A DOWN FROM REGULA TOR TO LIFT
CONTROLLER VIA CONDUIT PROVIDED UNDER DVlSION 26.
LIFT CONTROLLER - SEE EQUIPMENT PLANS, 1/2" A UP, 1/2" A DN IN CONDUIT
PROVIDED UNDER DVISION 26.
SHOWN OFFSET FOR CLARITY.
1-1/4" CW DN TO PRV, RPBP AND HOOD WASH DOWN CONTROL PANEL. SEE
DET All2/P501.
1-1/2" AIR MANIFOLD WITH 6 AIR OUTLETS AT 40" AFF.
ADD BALL VALVE IN AIR DROP.
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GENERAL NOTES:
KEYED NOTES:
1. MODIFY EXISTING FIRE PROTECTION PIPING SYSTEM, TO . COORDINATE WITH REMOVED
AND NEW WALLS, EQUIPMENT, AND DUCTWORK.. AS NEEDED TO PROVIDE COVERAGE
PER NFPA STD. 13.
<D REMOVE ENGINE COOLANT PUMP. CAP ENGINE COOLANT PIPES ABOVE FLOOR.
LEAK DETECTION SYS1EM SHALL REMAIN IN OPERATION - PROTECT SENSING
CABLE DURING DEMOLITION. REMOVE REGULATOR & AIR PIPING BACK TO MAIN.
CAP NEAR MAIN. . REMOVE WATER. PIPE FROM PRESSURE BACKFLOW PREVENTER
TO ENGINE COOLANT PUMP. REDUCED PRESSURE BACKFLOW PREVENTER & COLD
WATER PIPE SHALL REMAIN TO SERVE PRESSURE WATER - PROTECT DURING
DEMOLITION.
@ REMOVE AUTOMATIC TRANSMISSION FLUID PUMP. CAP AUTOMATIC TRANSMISSION
FLUID PIPES ABOVE FLOOR. LEAK DETECTION SYSTEM SHALL REMAIN IN
OPERATION - PROTECT SENSING CABLE DURING DEMOLITION. REMOVE
REGULATOR & AIR PIPING BACK TO MAIN. CAP NEAR MAIN.
<D REMOVE ENGINE OIL PUMP. CAP ENGINE OIL PIPES ABOVE FLOOR. LEAK
DETECTION SYSTEM SHALL REMAIN .IN OPERATION - PROTECT SENSING CABLE
DURING DEMOLITION. REMOVE REGULATOR & AIR PIPING BACK TO MAIN. CAP
NEAR MAIN.
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ARCHITECTURE .
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@CONNECT 1!2"NCW AT EXISTING REDUCED PRESSURE BACKFLOW PREVENTER. &L FUBBARD
EXTEND & CONNECT TO HIGH PRESSURE WASHER. EN GIN E E RS
: ~~~:~:~ ::~~~:~;~::::O~:E M::Y C::R::::FA:U~~~:~RED y \ N ~> V- ::fff'
TO SERVE NEW LOADS. !JJ Ii 10.0 WEST 13TH AVENUE .
EXISTING CONNECTED LOAD: 240 MBH .7" "I Etj,?~ti~6a~~~10t
NEW CONNECTED LOAD (EXISTING+NEW): 800 MBHoate ReceS'VHed: 1/ Y 97;(}-;~;:;;~123,dW9
DELIVERY PRESSURE: 8 INCH W.C. "~nller:
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