HomeMy WebLinkAbout11D2032 RM�
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OWNER: CIVIL ENGINEER: � �
MR. M9(E COTTER MR. BARRY S. KNIGHT, PE
OMEGA INDUSTRIAL CONTRACTORS INC. CTS ENGINEERS AUBURN , WASHINGTON
6530 SOUTH 292ND STREET 1412-112TH AVE. N.E., SUITE 102
AUBURN, WA 98001 BELLEVUE , WA. 98004 s mim sr
PH: (253 804-6000 PH: ((425 455-7622
62-13 NE 1 OF SECTION 2, TOWNSHIP 21 N , RANGE 4 Eq W. M
FAX: (25 ) 804-4000 FAX: (425) 462-1374 � ; I
EMAIL- mcotterOomegoic.com EMAIL- bknightOctsengineers.com M1 ZONING
C3 ZONING s mm sr I I
PLANNER AGENT: GEOTECHNICAL ENGINEER:
� I I �
� EXISTING TEMPORARY - SITE
. ► ,� -
MR. BRADEN ALLEN WESLEY R. JOHNSON, P.E. i OFFICE SPACE /- PEODIDMENTATION i
33710-124TH STREET SE 1 F
N.L. OLSON AND ASSOCIATES, INC.
SULTAN, WA 98294 2453 BETHEL AVE. SE FUTURE FUTURE < <
PH: (425) 232-7369 PORT ORCHARD, WA 98366 - GARAGE OFFICE
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EMAIL: specsltdOearthlink.net PH: (360) 876-2284 (UNDER (UNDER I vm a Mw
FAX: (360) 876-1487
- - SEPARATE SEPARATE h s
EMAIL•w johnsonOnlolson.com PERMIT) PERMIT) k,
• PR SED O s
SURVEYOR. _ NTS
ENVIRONMENTAL CONSULTANT: EP A BE MIT) r -�'_ • _ - __ °° s R b,�
MR. SIEVE McCASKEY, P.L.S. ` I � I �
CTS ENGINEERS MR. STEVEN F. NEUGEBAUER, LG, LHG, WET VAU
1412-112TH AVE. N.E., SUITE 102 LEG, REq - --� ,, ; -.may f s
BELLEVUE , WA. 98004 SNR COMPANY -
PH: (425) 455-7622 d _ ' - N
FAX: (425) 462-1374 15211 - 3RD PLACE NE ' ^ - VICINITY MAP
EMAIL- mccoskeysOctsengineers.com PH: (, 5) 98019 rr^� _- - NT5
PH: (425) 788-3015 -- _
EMAIL: steve®snrcompany.com -
/ T. SITE ENTRANCE I LEGEND ism
--- i
!= --- . ' Ca, om I \ EATING NEWS DESCRIPTION
doo LEGAL DESCRIPTION �, ' SITE PLAN N j ------------- ------------- BOUNDARY LINE
PROPERTY LINE
THAT PORTION OF GOVERNMENT LOT 1 AND THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 2, ' SCALE' 1"-100' _ _ 64 E »
INTERMEDIATE CONTOURS
TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BASIS OF BEARING:
100 0 100 200 300 _/o ZO MAJOR CONTOURS pom rm
COMMENCING ON THE EAST LINE OF SAID GOVERNMENT LOT 1 AT A POINT WHICH IS SOUTH 01'33'33" WEST, HELD NORTH 1'33'33' EAST FOR THE EAST LINE 1412 - 11t1N AV=K
945.12 FEET FROM THE NORTHEAST CORNER THEREOF; OF THE NORTHEAST QUARTER OF SECTION 2, n • CATCH BASIN TYPE I suns tot
THENCE NORTH 89'1 T33" WEST, 428.00 FEET; TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., PER SCALE: 1 = 100 MUM ym"m
® CATCH BASIN TYPE II
THENCE NORTH 01.33'33" EAST, 99.91 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH 845.12 FEET OF THE RECORDING NU uMBER 9809151598, RECORDS OF 8' VERTICAL DATUM: SANITARY SEWER MAHNOLE
NORTHEAST QUARTER OF SAID SECTION 2; KING COUNTY, WASHINGTON.
THENCE NORTH 89'17'33" WEST ALONG SAID SOUTH LINE, 652.19 FEET TO A POINT ON THE EAST LINE OF THE WEST NAVD 88, HELD CITY OF AUBURN BENCHMARK "27-B". FIRE�RAN,T,
1524.60 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 2; X27-8 = FOUL CHISELED SQUARE IN GUARD RAIL AT THE J4 FIRE HYDRANT
THENCE SOUTH 01'05 07 WEST ALONG SAID EAST LINE, 317.86 FEET TO A POINT ON THE NORTH LINE OF NE of THE TAX ACCOUNT NUMBER. NORTHEAST CORNER of 37TH ST. NW BRIDGE OVER SR 167 ELEV=78.37'. H VALVE
SOUTH 1236.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 2
3 Y ; r
THENCE SOUTH 89055'04" EAST ALONG SAID NORTH LINE, 309.58 FEET TO A POINT ON THE NORTHERLY LINE OF 0221049098 BENCHMARK #27-A = FOUND CHISELED SQUARE IN GUARD RAIL AT THE • WATER METER
° THE M. MARKDAHL ROAD AS CONVEYED TO KING COUNTY BY DEED RECORDED IN VOLUME 1167 OF DEEDS, PAGE
Z 0 N I N G: NORTHWEST CORNER OF 37TH ST. NW BRIDGE OVER SR 167 ELEV=78.51. ♦ UTILITY POLE
z 133, RECORDING NUMBER 1592515 (ALSO KNOWN AS MEREDITH RD. OR S. 292ND ST.); E-- UTILITY POLE ANCHOR
o THENCE NORTHEASTERLY ALONG SAID NORTHERLY LINE TO THE EAST LINE OF THE NORTHEAST QUARTER OF C3 HEAVY COMMERCIAL (ABUTS WEST VALLEY HIGHWAY). SIGNS �► �o
fn
SAID SECTION 2; STORAGE SHED: GARAGE:
Co THENCE NORTH ALONG SAID EAST UNE, 95.00 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; M1 LIGHT INDUSTRIAL DISTRICT (ABUTS SOUTH 292ND ST. CONIFEROUS TREE
4J TYPE OF CONSTRUCTION: 1B TYPE OF CONSTRUCTION: V (SPRINKLERED) �'
9 EXCEPT THE RIGHT OF WAY OF SECONDARY STATE HIGHWAY NO. 5M (WEST VALLEY HIGHWAY • AND EXCEPT THAT /37TH ST. NW). BUILDING SF = 4,800 SF BUILDING SF = 6,000 SF
)� NO. OF STORIES: 1 NO. OF STORIES: 1 + MEZZANINE 0 DECIDUOUS TREE
o P0�2�THEREOF CONVEYED TO THE CITY OF AUBURN BY DEED RECORDED UNDER RECORDING NUMBER TABLE OF CONTENTS BUILDING HEIGHT = 21'-4" BUILDING HEIGHT = 28'
z OCCUPANT LOAD = 48 OCCUPANT LOAD = 10 -'-•-•- STORM DRAIN LINE
a SHEET #/TOTAL DESCRIPTION OCCUPANCY GROUP S-1 OCCUPANCY GROUP F -. - -- SANITARY SEWER LINE
RE AIRED PERMITS: GVR 1 OF 9 COVER SHEET WATER LINE
C 1 2 OF 9 PLAN -
5 ADDITIONAL PERMITS REQUIRED FROM THE CITY OF AUBURN: STORM PERMIT. C2 3 OF 9 PROFILE AT EDGE OF ROAD IMPERVIOUS SURFACE: •- POWER LINE
M C3 4 OF 9 SECTIONS do DETAILS
o NON-BUILDING PERMITS REQUIRED FROM THE CITY OF AUBURN: C4 5 OF 9 OVERALL SITE PLAN A. TOTAL EXISTING IMPERVIOUS (SF) 7,327.90 }•
2 WATER PERMIT, 1 GRADING PERMIT, AND 2 811CKFLO PERMITS. C5 6 OF 9 OVERALL UTILITY PLAN B. TOTAL PROPOSED IMPERVIOUS (SF) 25,925.92 PARKING TO BE PROVIDED:
C6 7 OF 9 CROSS SECTIONS C. NET CHANGE (SUBTRACT ITEM B FROM ITEM A SF) 18,598.02
it G1 8 OF 9 GRADING PLAN STORAGE SHED:
SG1 9 OF 9 TRAFFIC SIGNAL PLAN PARKING REQUIRED: 1 PARKING STALL PER 2,000 SQ. FT. (3 MINIMUM).
(PER CITY CODE, CHAPTER 18.52, FOR WAREHOUSE do STORAGE) V
STORAGE SHED AREA = 4,800 SQ. FT. THEREFORE, MINIMUM of 3 PARKING
c CONSTRUCTION SEQUENCE FOR HALF-STREET GENERAL NOTES.
o STALLS REQUIRED.
cb IMPROVEMENTS & WATERLINE EXTENSION 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. PARKING PROVIDED: 5 PARKING STALLS (INCLUDING 1 ADA STALL)
I ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY.
° 1. ATTEND A PRECONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. GARAGE:
`V 2.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PARKING REQUIRED: 1 PARKING STALL PER 400 SQ. FT. (3 MINIMUM).
2. INSTALL NEW CATCH BASINS ON NORTHWEST CORNER OF WVH / S. 292ND ST. INTERSECTION, AND MODIFY SPECIFICATIONS FOR ROAD BRIDGE, AND MUNICIPAL CONSTRUCTION (2002)," EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S (PER CITY CODE, CHAPTER 18.52, FOR MOTOR VEHICLE REPAIR do SERVICE GARAGE) t V
cq EXISTING C8 #M113. INSTALL TEMPORARY EROSION AND SEDIMENTATION (TESC) MEASURES. CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL. BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. GARAGE AREA = 6,000 SO. FT. THEREFORE, 15 PARKING STALLS REQUIRED.
PARKING PROVIDED: 15 PARKING STALLS (INCLUDING 1 ADA STALL)
3. COMPLETE CLEARING IN DESIGNATED CONSTRUCTION LIMITS. 3.A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT
4. WALL NEW VIDEO DETECTION CAMERA AND PEDESTRIAN PUSH-BUTTON SIGNALS ON S. 292ND STREET. AT 253-931-3010 TO SCHEDULE A MEETING. TEMPORARY OFFICE:
PARKING REQUIRED: 1 PARKING STALL PER 300 SO. FT. (3 MINIMUM).
M 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE (PER CITY CODE, CHAPTER 18.52, FOR OFFICES)
5. SAWCUT EXISSTIING ASPHALT PAVEMENT AND REMOVE ASPHALT WITHIN CONSTRUCTION LIMITS.
° SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL TEMPORARY OFFICE AREA = 1,440 SQ. FT. THEREFORE, 5 PARKING STALLS REQUIRED.
3 - UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING, AND PARKING PROVIDED: 6 PARKING STALLS (INCLUDING 1 ADA STALL)
0 6. ES SHOWN 8 DNA. wATERMANN ON S. 292ND STREET AND INSTALL 2 DNA. SERVICE LINE AND METERS, RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF
AS SNNOwN ON SPIFFY C5.
WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE-CALL (1-800-424-5555) FOR UTILITY LOCATIONS
z 7. INSTALL EMPTY 3' DNA. PVC: CONDUIT ON NORTH SIDE OF S. 292ND STREET, TO ACCOMMODATE WIRING (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND CABLE). CALL 2 DAYS
� FOR P06SNBLE FUTURE ILLUMINATION IMPROVEMENTS. BEFORE OIgE
0 5. IF A PROPOSED ROUTE IS NOT INCLUDED ON THESE PLANS, APPROVED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL
a 8. *WALL CURB AND GUTTER ON WEST VALLEY HIGHWAY AND S. 292ND STREET. BE SUBMITTED THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE YOU WII s�
m WILL ADVERSELY IMPACT THE STREET NETWORK, A SEPA AMENDMENT MAY BE REQUIRED TO EVALUATE THE IMPACTS AND DETERMINE A$ OHM
9. RE-INSTALL SIGNS. MITIGATION REQUIREMENTS BEFORE BEGINNING WORK. HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATIVE ROUTES, t
� As DETERMINED BY THE CITY.
1 -800-424-55
10.00NSTRUCT NEW SIDEWALK WITH TREE WELLS, NEW ENTRANCE DRIVEIMAY, AND NEW CURB RAMPS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THE PROJECT. PRIOR TO THE START OF WORK, ALL METHODS
i 11.CONSTRUCT NEW BASE AND ASPHALT PIAVEININT BETWEEN GUTTER AND SAWCUT LINE (LEAVE 2" LOW). AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL.. CONTRACTORS NORTRfm am NOTIGITo CENTER
SAND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTOR'S RECORD DRAWING CER71FICAWN pROUECT REF FAC09-0014 PP.
12.GRIND EXISTING PAVEMENT (2' DEPTH) AS SHOWN ON PLANS, AND PROVIDE 2" OVERLAY BACK TO GUTTER. OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. S - -20/0 SOB N0.
13.INSTALL NEW CROSSWALK, STOP BAR AND LANE STRIPING. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASN�NGTON LICENSED 1>�E � � THE THESE '� APPROVED FOR FlA
o LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. CONTRAC1l'>R'S 71ON RECORDS CONFORANNCE WITH THE ClIY OF AUBURN'S 0
14.IN MI
STALL STREET TREES D SOD, AS SHOWN ON PLANS. BI! LATE: 8.5.11. ENGIIVEFRIIVG DN/SIi011t REQUIREMENTS
8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT HANDOUT. .
15.REMOVE ALL TESC MEASURES AT PROJECT COMPLETION UPON CITY. APPROVAL. Afti'ONED � p
COn ED RY an% DATDATE-T • LATE APPROVED: s a
s�I�T , OF 9
cam.
LIGHT ac
NL I IIM
TELEPHONE
I # t N
li STATION s DISTANCE REMARKS
I SDCB RIM=53.375
I O IE 12" =49.78 STA: • 292M 10.22" LT START TAPER
6 IE 12" O S
INVERT=49.6 PVC(S)=49.78 STA:
S. 292ND 12.07' LT END TAPER/START DRIVEWAY
7 �
2
r�
O3 STA: 11+64-25 S. 292ND 12.0T LT t DRIVEWAY
FUTURE GARAGE FUTURE OFFICE O4 STA: 13+19.17 S. 292ND 12.07' LT END DRIVEMNIY
(UNDER SEPARATE EXISTING ROW
(UNDER SEPARATE
SO STA: 14+00.25 S. 292ND 12.07' LT BEGIN TAPER
PERMIT)
12' TALL BO ® SFA: 14+45.00 S. 292ND 17.30' LT END TAPER/PC
METAL 3F19 Ln O STA: 20+0.54 W. VALLEY 32.00' LT PT/PRC
BLDG € i
•
52 INVERT=49.1 0 8 STA: 21+ W. VALLEY 32.00' LT END SIDEWALK
RETAINING 6' WOOD LO W113
FENCE
N 89'1733' w 50 _ s STATIONM AND DISTANCES ARE RELATED TO CENTU NE
-
401 OF WAY
� .
.35' NEW ROW OF RKBiF
SAWCUT LINE
LJ
•_ =• _♦ _• •= `. • • ,._. w o Z in 2 TREE GRATES PER CITY
` ♦ • • • • • • ♦ • • • • • • • • ♦ • • • • • • • • ♦ RAF IV� DEI WITH
x • • • • -- -� -.
GI,Ir'\/Rf/��� •••••••• SC(ft* Ifs. rAl1�e C� N '� AMUR MAPLE SINEET TREES
'•'.'•'. Vtt" M &W Pm R tw(�s EVACUATION ROUTE' M A� O 30' O.C. PER CITY
TRAFFIC-14 OETM. WITH .
SLIDING GATE POSTS x ,:• •:• o rT'A PNYL K' K t wN tc4t Pmac d BRACING AS .•. . . LANDSCAPED AREAS
" APi�r1M BY
WITH RAPS ACCESS Q!�-u!i i SIGN • Q J •.• .:•
HANDICAP PARKING SKI!
- - - _ KEY SWITCH 44& c wM&iH %AGW 9.00' SMALL BE WHITE LETTERING 8 Q THE CITY.
cc-- ON A BLUE BACKGROUI�q ' _ }l SSMM RIM=54.735 p ASPHALT OVERLAY
• m o IE e• ?(W)=46-14 _
-- - ELECTRICJIL EASEMENT I 1fi . 0 = v IE 12" ?(S)=45.94
-- -�- • ,� v IE 12" ?(N)=41.54 TS
8 K PER RE •' W IE 16• CONC(E)=41.04
p N #9205050514 J uj Q IE 12• ?(S)=42.34
.- \ •-
^ J IE ? ?(W)=41.34
rfm
�� , \ D NEW ROW-J WIN EA .r 1 36 3 W C IE 12"RIM=54.083 1411- IfM
--_ _.. _ - s-.-a. Sp P
TRAFFl `SIGN •' 8 7 / • .�� VC(N)=51.28 f�1
GATE A W --- °- . CABIN • SQC� I v, ��7
9 \ TE .�i,. N�.cr a1 • 36, � to(20 1v, 11�•� S RIM=54.430
• ��
POSTS a.��I INE ED TO (Q e, m IE 18" CONC(W)=41.13
& IE 12• PVC(N)=41A3,-,_
� 0 • STOW DI?AN1 ' `
S '� IE 18• CONC(E)=41.03
65\ 'AULT (SEE � • �._.'.� • • j �r, st;v
�P+ R=5.5 c c SHEET,SC;1) .'. ;- ,,�Flc A
o 66 \ �•-r'. CURB RAMP lE 1r PVC<��
•• • • t E PER -26o tt=u+ tsm =Sz
STR
• • • •• •• • • •• •••, • • _... 37TH ST. NW
............. . .............. � R 35.0 � ® SOLID
TRIP SIN
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ASPHALT
127521-4602
......-•-------••---- � 1 7 1.4602
EASTIOG W 1649124.3785
T.
o T h � i cROSSw PER CITY
( 3 1H S TRAFFIC DETAIL
S 292ND GR CURB &
0L EQ I IT C t1 STRIPE�NGLE wNITE
S SS ASPHA T RESIDEN ►� C .�c!�.'? 'a -� am
S o � PER -2 EXTRUDED
CURB
o ^ry J8 m WOODEN � , S 1
U N IT C Y POLE W/ CR WALK T
d' LIGHT &
WOODEN TELEPHONE ASPHALT, � ASPHALT
30' POLE W/ SDCB RIM=56.531
SSMH RIM=65.39 LIGHT do 2 w GRIND AND 2 F� IE 12" PVC(W)=52.381 AR
IE 8" ?(W)=60.19 TELEPHONE PVC(N)=52.38
E � Ok IE 8• ?(E)=59.99 OF CLASS 11 ASPIWLT. IE 12° PVC{E}=52 43
SDCB RIM=70.869 IE 8" ?(S)=60.29 3 A" MAPLE STREET SEE SECTM ON IE 8" PVC(S)=52.73
IE 12" PVC(W)=66.52 TREES O 30' O.C. PER SHEET C3
WATER ER IE 12" PVC(N)=66.57 SDCB RIM=54.297
WOODEN IE 12" PVC(E)=66.57 RELOCATE 30 MPH CITY TRAF�C-14 DETAIL
POLE W/ IE 12" PVC(NE)=50.65 PR CONCRETE
LIGHT do SIGN AS IE 12" PVC(SW)=50.80 `n-� CURB k
O TELEPHONE
APPROVED BY THE CR M1�V GUTTER
O SDMH IM=54.612 � ,
IE 12" PVC(N)=50.51 ` o
IE 12" PVC(SW)=50.56
N IE 12" PVC(W)=50.61 \ /
Z
0
1• HALF-STREET SWILL MEET CURRENT CITY DESIGN AND CONSTRUCTION STANDARDS FOR
° THE STREETS' CLASSIFICATION. SEE CITY OF AUBURN DESIGN STANDARDS, CHAPTER 10 - STREETS.
39
0 2. THE SIDENALK, CURB AND GUTTER ON S. 292ND STREET SMALL BE CONSTRUCTED IN ACCORDANCE
H WITH STAND" DETAIL TRAFFIC-24, 'COMlMERCIAL./NNDUSTRNL SMEWALK WITHOUT PLANTER STRN'', �
WITH A 10-FOOT WIDE SIDEWALK. \ 20 10 0 20 40
3. THE CURB RAMP ON THE NORTHWEST CORNER OF THE NIITERSECTION SMALL BE CONSTRUCTED IN SCALE: 1- _ 200
WITH STANDARD DETAIL TRAFFIC-26A, 'ALTERNATE WHEEI04W RAMP WITH DOMES'. m Mum
stWE
4. OIIIVEWAY ON S. 292ND STREET SHALL BE CONSTRUCTED IN ACCORDANCE WITIi STANDARD DETAIL -
TR11F7.X-10, 'ALIERWITE COMMMIAL/INDUSTIML DRIVEWAY. DIMENSION B IN STANDARD DETAIL IS
24 FEET.
TWO TREE GRATES SWILL BE PROVIDED ON THE WEST VALLEY FIC*my, IN ACCORDANCE WITH STANDARD DETAIL SIX
TRAFFIC-64, "TYPICAL PLAN FOR TREE GRATE". Q
CERIMWN pfiaW lam. FAC09-0014 P.P.
6. LANDSCJWING SHALL BE PROVIDED *MERE SHOWN ON THE PLANS IN ACCORDANCE WITH SECTION 10-
08, e
71ESE '4 CO NI Tn TW 7NM PLANS ARE FOR
P
o 'I.AtNOSCJIPNIIG', OF THE CITY DESIGN STANDARDS. RECOrQOS: QII
C�IFM AAICE WTH THE tYTY OF AUSUAV S 1
7. SEE SHEET C6 FOR CROSS SECTIONS AT 50FT. M(TERVALS. gl! ply t- MAMM DINRSIIDIN REQUOVINNM. �•
COMM My tarty � ^'�� pN1E APrNbYED: S t
-� s w 2 WO
NL N
SS to 14+ 47 i
S S
OAK -•__. _ =ST 21+ EDGE OF ��
. cc { WtL.EY
POSTS -s._♦ ' V ( wGJ 1
s __ • 3 i -- 0 Z In
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7
SS �4 0
x _" ' , •
SO EEC111CJL EASEMENT i `t
' V x PER RECD�lDING z
_ O _ - -_. v (9205060514 `• C3 w
+ + GATE "_`` � \ �- ' _ F SSMH RIM-54
POSTS � \ \ _"� Q 0 'E 8" '(W)= 1
W W If 12" ?(S)-4
< < A —.�. J J w IE 12"
ADDI TI 18"C) CONC(E)
R=5.5' 65 , . ' �� R/W IN j V o 12.'`(S)=42.
� � � 'SEA ) 41-
I rl1C 1 36. 3 H
� _ jRAFF/ SIGN •f C/) �
• I \ R=5.5 cA IN AL. .
- - \ SID w a-
BAR >
El -Z;NMQ
> E 12 RIM=54.08
♦ • • • • • • i.ia_d • • • • • • ♦ • • • ♦ • • • • • • • • • • • • r `, • •r,.,r • • • ` �__e�,,._, _! j . `• � � � 51.28
•
• ♦ • . •:. • • • '. . �' • •• •• . ffF1C �U Ssmw RIM=54.430
• • 'TRAP SS la" CONC(W)=41
S ly PVIC(N)=41.3
7� ( E S S E S S S IE la• cplc(E)=41. ��
x
PHAL '
S S S S kS S S 1 00 14+00 N 0 : 20+00 c s
r Ccs OU LE YELLOW STIi o p cv
� dJ.d7 T. ( 37TH ST. W � �•�cct °F W C�M�
r i N
N
30' ASPHN ( RESIDENTJAL COLLECTOE�) C CR CURB 1 7521.460 rwcwc
de
6 = 1649124.3 A 1412- 11!111 ANII K
1111fE Nt
t>XXA '
11Uwt rM 111.E
anAWAn
SOC6 RIM_ SSMH RIM= WOO
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SCALE: 1'=20'
o N
c NO.
o 80
v N ti + - ., M +
' .� _ 9 _ 3 Go — � ' .� . o.sa?; � .. o.c.'s'?: G' NOTE
75 ------ -- - o - 75
NEW EDGE OF ROADWY ELEVATIONS TO BE ADJUSTED AS
ag NECESSARY TO MATCH EXWW ROAD ELEVATIONS AND
o MAWAIN EXISTING CROSS SLOPE. SEE SHEET C6 FOR
< A CROSS SECTIONS AT 50' INTERVALS.
70 70
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W -_ - 10 _ - - _ 65
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O
0
45
r 45 }
- SCALE: 1' = 20'
5 2.5 0 5 10
ME
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rj CA In C14 C4 0) N M N SCALE' 1' = 5'
�-- M Os M tO r- Of OD of♦ 00 000 Go RL
1 n r- c0 t0 cp 40 Lr)
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10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+12.47 an
REGum OWANIIG CER1MflgIV PROAV W.- FAQ-0014
fl� p S G�ONIIFt7W TO Tw TNM RAW ARE 4
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L �'�.� . J J w ,E 12" ,
OVERHANG , °--- SD ! ADD1T1 1 J Q fE 18" &OFT I 1
' --- 1 J R/W ,tv j o 1E 12 PATH OF RIGIiT
• EA Y U 1
OF ff f
CA61 F1 s1c PRC = 1
L I TRAF
36 3 11
NAL•
1NFIEEL N W cn cc
C I
• I , BAR SDCB RI I 1
I I � � � � • i k�� # f; • 1E 12^ I I
• • • • • ♦ • • ♦ • • ♦ • • • • • , • • • I
• • •- . • . FtC y}I SSMH RjMz
cn IE 12" P
Nr
I T E v! 1$n c�
o
In n
N \ HAL ' I
„W 14+00 N _ 00 I
DOU LE YELLOW STRIPE � o N
o
S. 292ND T. ( 37TH ST. W } _ TS
0
ASPHAT ( RESIDEN L COLLECTOR} p N 127521' • ASSUIIED STEERING ANGLE IS 28.4•
co corlcR CURB & 1649124.37 • �ENTERIJNE TURNING RADIUS AT 7FRONT AXLE
2.59M
8'5FT 1412- 11 1MW K
SD g R1M_ SSMH RIM_ WOp UK m
NAM r mm
45AM7ln
WB-6 PLM 20 10 0 20 40 FUMtE C-16 M1114" 180 TURN: WB-[WB-67] TRACTOR-SEMITRAILER.
SCALE: 1'=20'
SCALE: 1' = 20' wm Y lUlr�c
NTS d
n ROW LINE
ROW
LINE O
O E 1
'P
3V' ^o 11.-60 32'-0
1 w1dTM 1AMItES 10'-0' SIDEWALK 18 alias . 1'-0' 1 10'-0' SIDEWALK WITH 6' 18' MIL.
GRASS (SOD) WITH TREE WELLS MIN. I
5'-0' 34'-0' (FACE OF CURB TO FACE OF CURB) G RASj TREE WELLS 5.-0.
(SOD) 5 Lai
o BOX R BOX PLANTER 3 Is I 1 :3 I �
VARIES
W
x I I I
iff NOTE 2 1 SEE NOTE 2
A 3'-0
A
1 I
o ---- S. 292ND ST. 1 I
N WEST VALLEY HI"AY
0
N
2' GRIND AND 2' FILL CLASS B ASPHALT HALF LANE - 2' GRIND AND 2' FILL CLASS 8 ASPHALT HALF LANE
_ 2' CLASS 8 ASPHALT 4' THICK CONC. SLAB 2' CLASS 8 ASPHALT
4 THICK OOIIIC. SLAB 4' CLASS E ASPHALT 2' COMPACTED GRAVEL BASE
6' CLASS E ASPHALT
2" COMPACTED GRAVEL BASE 10' GRAVEL BASE (CSBC) CEMENT CONC. TRAFFIC CURB ac GUTTER 10' GRAVEL BASE (CSBC)
o
CEMENT COLIC. TRAFFIC CURB & GUTTER
�TYP t G AL SEE NOTE 1
SEE NOTE 1 SECTION STA 20+49.54 TO 21+22.55 W. VALLEY HWY. r8
1M"'T AL SECTION STA 13+1020 TO 14+34o7l S.2 D ST. A "'S C1
NT5 C1 NOTES: !�
1. MATCH EXISTING PAVEMENT STRUCTURE DEPTH OR CONSTRUCT !!01
THE PROPOSED PAVEMENT STRUCTURE DEPTH, WHICHEVER IS GREATER R Q
2. AMUR MAPLE SIAEET TREES • 30' O.C. PER CITY TRAFFIC-14 DETAX,. WITH BRACING AL
AS APPROVED BY THE CITY, INCLUDING ROOT CONTROL BIIVIIER & STAttES.
A ONANNMG l�R'/AfX�11>IOr�I pp�� �; FACM-0014
3. TREE GRATES ON W. 11UILlFY MOFIMAY TO � PER CITY TRI*FFIC-64 OETAiI. - -
cj 1I9' S CO W<M 70 1i� ThIM PLANS ARE
,I CON1111C RECORDS C0Af VRUViCE IMTN flHE C11Y OF AUOL/I .,
ENGACOTM DrO SNONV REQUAVEAN NTS
M ; APPNbYED B1:• �-- --
C3
a
� 00AF1101 or cm aT� ��~ aTE ,ten: WE 4 W9
NIL
I I f
N
I
I O • 1
x
t;l 1
x
x x
I NOTES
1. T HF-RE ART=. NO WE'T-LAMbS WtTN x
LN THE
I CITY RedWQE4 I3k Frctc AtsTi4Wr,,
.2. STREET neFFECAL Ctu T. .Zt1U-6 3'me Wt=Si '
OF Q Q(ve WAY ftR Kt N 6 CouWy MmC a AlN CS x "
I zotoo rzr 0004134 ,tea X01007A7000+36-- Ml ZONE C3 ZONE
C8 #M11 14 x
TSx41.
� Ip1
51
I 9
I
SUMP PUMP DRAIN EXISTING SEDMMNTATION POND X ta:- it Nt sm
TO SEDIMENTATION POND. EXIST. 24' x 60' DUSTING 30' x 110' TEMPORARY alum r�
o rLK TEMPORARY OFFICE SPACE CONCRETE PAD 14' SETBACK� CB #M311
N 8717'330 W 652.19'
w
: :
.- .•. ..... ... I
o '
---- ------- ------- - - -- CB #7 I
BRMUK
R=15' M
° 1 25' Sp 810SWALE RETANING WALL <
1
BUFFER R=15"I'll R=15' 13
c (SEE BUFFER g► N 09'17'33' W +Ot.J6 cro
N MITIGATEON
FOR DETAILS) TO BE FllT11RE _ _ . . . . - • — — — . _.._. •...•. .•.,', ....:.. .-. .
f t
vac R �• FUT E GARAGE . -�-uZ
c ARATE PERMIT) END OF A.C. ------ - UNDER SEPARATE PERMTT --- -
3 PAVEMENT — — —
o
C8 #2 ELECTRK'•lll
^o ',�' E D R=15 (� ---X�TO 1RMlNfATER T __ _ � EASEMEXT
#9205060514 <— -i
SD F TRIBUTARY EXISTING SED ANE TANK - —,` R=3,0 L - -- - J 1 R= .0 S 06.23'37' E
0053 CLASS N SEP'11C�TAW
TO n Ew PAD ' X 10' C8 #10 R= R=5.5' ..•,-.• 2450T 77.56
STREAM 5 •5' I 0 23. <
.'' `�
SEP ( PR L ago
INIERCEP?OR
DITCH
0 0
'
PER RECORDING
90 _ p „ PROPOSED STREET
----------- ---- ----------- - -J-=�- --- \
x I \
ST. 0)
S ST. 1371H
S- 29
inc� \ �,
,oe 4D �—
PROPOSED LANDSC.APW \\ sarF f • 4w
\ RL
AAL
IiEgORD L%INNIEG CERTMDON per REF. FAC09-0014 19IM-0106 'P.
flI3E AINW41CS CdW= 70 TW TWW PLANS AIDE AFWA W"' NIL
M I 40 20 0 40 OD G71Y OF, AU�UI�W'S IL
M / Bf! QUITE t_s_11. 06AERM DWIGN REQUIR151010M.
� - C4
COW By GYTY a4 :h1lolop Q47E APmOYED: sw s aF 1
i
IL
80 - - REMOVE EXIST.
BLOWOFF VALVE ( I
BLOCKING SLOpE 21. OF 24"0 DNA.
I ° '� TILE SLEEVE
AND END CAP I
OS+L 70 - _ __ _ ;: TER BALD. 1 ° (l)-i> 6 N C
I
END OF EXIST. `; i _ CD I x CROSS CONNcCTION CONTROL SWILL MET THE FOLLOWING
8"DIA. D.I. MAIN �� I RE
EX.241.D. SLEEVE I TOP .= 2.38'
60 TOP SLEEVE ELEV.=54.12' '� - 1 I 1. INSTALLATION OF ALL BACKFLOW A'SSEIMLES MUST COMPLY
WITH THE CI YS TECHNICAL MEMO-INSTALLATION
FUTURE BALD. WATER LINE �` � �i I _ � 3 ' 36• 3 � 8 ' P = 22+633 REQUIREMENTS FOR BACKFLOW PREVENTION ASSEMBLIES. �
1 TOP PIPE ELEV.-53.41' PRC I N 2. A BACKFLOW ASSEMBLY PLUMBING PERMIT IS REQUIRED
50 - - I o FOR ALL ASSEMBLIES INSTALLED WITHIN THE CITY OF
CB #7 ,, _ .Dt WATER LINE ( 6 $ AUBURN, AND/OR THE CRYS WATER DISTRIBUTION SYSTEM.
? ALry o / X TOP .=51.71' `'
45.00 �-_. �/ I X15- 3. BA�CKFLOW ASSEMBLIES MUST BE ON THE CURRENT cri ao t 1 I W� STATE DEPARTMENT OF HEALTH BACKFLOW
°' o ao co S° r
AS1ES APPROVED FOR INSTALLATION LIST.
� 3
4. BACKFLOW MUST BE TESTED BY A STATE
10+ 10+50 _
1 (aRTIFED M ASSEMBLY TESTER, AND INSPECTED
WIN ( C .' .._ =� ="� —'�' '" �' '� '� _ 'c ° _ BY A CITY OF AUBURN CROSS CONNECTION CONTROL
T. -- , Dl �Alil pE F�.tut� �—"� , 4-�t1n� .,l, � �� ,�� � � � sPEC1AL.IST.
SCALE. 1 -20 HORIZ.
1"=10' VERT. Peft KtN4 CO"W Y t 5. PRIOR TO INSTALLATION, SUBMIT TO THE DEVELOPMENT
Ftsc :l^mtw G, jtv I ro+&r00052,1 P'I LBOX FOR TELECOMMUNICATIONS Ln 3: J REVIEW ENGINEER FOUR (4) SET'S OF BACKFLOW
RETAINING WALL CONDUIT (SEE CD ' PREVENTION ASSEMBLY PLAINS, INCLUDING THE CONNECTION
6+00 5+50 5+00 4+50 4+ 3+50 3+00 NOTE 1) CB 5#03 3 :00 OC POINT TO THE CITY MAIN FOR REVEW AND APPROVAL
- - rim m
•j� LZ LS jam.`• ♦ ♦ ♦ ♦ • • • • • ♦ • • • • • • • • • • • • ♦ • • • • • • • ♦ • ♦ ♦ • ♦ ♦ . • . ♦ • • •**wow• • • • + ♦ • • ♦ • • • • • • • ♦ ♦ • + • • • • ♦ • • • •—vim '�
s° FUTURE GARAGE :•:•:•.•� �•y (54 ' =
p I FINISHED GRADE EL 63.0 30' X 200' (UNDER SEPAR#E POUT) ♦.•. •.♦. 144 3
FUTURE SS` v • ••• FUTURE OFFICE I• - �+uu.
09 W. EL *57.50 FINISHED GRADE EL 63.0 I 3000 1. ABOXES FOR 31XA. TELECOMMUNICATIONS CONDUIT Y
(UNDER SEPARATE PERMIT) ' •
1 a • TO BE PER STANDARD DETAIL GENERAL-06 AND 060.
Pc
i 6 _—_ ! 2. INVERT ELEVATIONS OF CB'S TO BE DETER **D IN
��` b
"
t,l NI FIELD AND APPROVED BY ENGINEER PRIOR TO
ov INSTALLATIM.
o x \ *55 50 #2 Apo.
' 36 3 1.
15" SD 15 ti \ STORMWAT—ER 15- Sp — —
o ■ SD SD ■ __�..__... ,p _..._. SD SD " - SD D _ __ __., . ._..�. '
VAULT STA 13+
SD 32.4
FUTURE DOUBLE SERVICE
�\ 1 \ w �...__._«w.. RNri EL .20
FOR DOMESTIC & IRRIGATION, TO �� INSTALL TYPEI CO
BE DETERMINED PER THE CITY OF #1 �• SD. INVERT ,5 ,
o AUBURN ST \ \ ' a� "i W 1 ELEV TO
0 65 ` \� W. ELMbI BORING MANHOLE Soso �•-f '• • • o NOTE 2)
I
sue• zoom�.• • •. ss NEW 12 PI-PIPE (SDR-2
I I r MIN. =1.0X 1!
SED STORAGE SHED i �' # coop $1 Pc � t
W coop I �► + + • + • • •• I _ • • N
w • + • + +
x • o 14+00 0
• — 1ST 2+95.52 t
. • + — 00 RIM EL 54
1 CB
�0 ss s _ 6" Dill. D.I. INERT , TO BE
-� ss q, NOTE 2 >
8 'I''cv w i
C4 5 < s> `° EX. F.H. #1386
STA 1
t FOR NEW DIA. . VALVE #2812 L l M tr OF OVC(=N..��/ O
� a��luNlr,A �
U
CO O' 1) INSTALL RPBA BACKFLOW ASSEMBLY IN A HOT BOX
c BEHIND THE DOMESTIC METER do A DCVA BACKFLOW
� ASSEMBLY BEHIND THE IRRIGATION METER. �
00 EXIST. FINE HYDRANT #1715 �
° PER CITY OF AUBURN
- - ST, NWl
_ — END OF EXIST. ���
� 8" DLk D.I. MAIN ST.292H �
PER CITY OF AUBURN S- �CT 3
VALVE PER CITY OF AUBURN RECORDS. REMOVE EXIST. �L �.
NO STD oETAII MATER-o2 eLOWOFF VALVE (� � >� "w
mllb Peck �Q8� �� 20 10 0 20 40
FE RRI \\ � RL
Q
O1 INERT OF 15 DIAL SD= 51.78 SCALE: 1 20 , , A&
Z.Ot 104�.70�6z i INVERT OF 6" DIA. SS=*54.93
O2 I(1IERT OF 6" DNA. PERFORATED DRAIN-55.87 LARD DOOM CER7>M:ICA7100V FAQ-0014 '�
PICT REF.
INERT OF EXIST. 6 DIA. SS=54.25 7TH 91911111GS COWUW 70 7HE 71ESE PL4AIS ARE APFROM FOR e
G�ONI>*1®IC1�t'S RECORDS: COMMWJCE W N IW WY OF AI/BUMQMV'S
INVERT OF 18" DNA. SD-50.01 DyYRSV REQI/N1V7S
INVERT OF FUTURE 8 DUL D.I. WATERMAIN=*52.70 81ti)a
a APM°MIOM 81!
CONFIMMM �+► am al �p M7E A�El
A-��h sw Ewe
r S. 292ND ST
(i ROW
W W
75 aI 75
W O O
S. 292ND ST
w EXIST. ROW }
CD
w S. 292ND ST
PAVEMENT � �� � ROW 70
4% 70 70 70 70
'-` EXIST.
2' OVERLAY
`'' PAVEMENT
—2.0% 0.7% 0.67 w
75 ��� 75 65 n» r,.,�. - +— - - - - -- 65 65 `_ _ x 65
us
DRIVEWAY ca w PAVEMENT
c�
1.57G
-2.076 1,6%
60 60 60 60 60 60
55 55 55 55 55 amp n I 55
_ I �
s.
50 `° 50 50 50 50 50
-10 0 2.5 7 1011.50 20 -10 0 2,53M 7 10 12 20 -10 0 .2, 53.33 7 10 12 20
SECTION o STA 10+50 SECTION o STA 21+00 SECTION o STA MW TS
SCA - 1 =5 HORIZ. SCAM 1 =5 HOW. SCALE: 1 =5 HOW.
1'=5' VERT. 1"=5' VERT. 1'=5' VERT.
Marc rr�c
1412- 112M R
UK m
swum m>
S. 1l5.4�.7222
ROW ST S. OWE ST
w }
65 I 65 65 I 65 65 _ _ 65 �,Y>UI►lad
o
is uj EXIST. -
GUTTER
PAVEMENT
La
60 -2 OX 1 60 60 w I PAVEMENT 60 60 60 o'
_ 1.33% 1.4% __- - — ,I
.— _ f ItTTER
SIDEWALK 2' OVERLAY GUTTER z EXIST. NT
—2.091; -
SIDEWALK 2 OVERLAY —2.0% ±1.0%
71
55 I 55 55 I 55 55 SIDEWALK M.g..._ - - —_ —_-_ 55
2' OVERtAY ` ..
50 50
10 0 2,5 7 9 10 12 20 0 50 10 0 L 5 7 �/ 10 12 20 0 50 10 0 Z.5 ,Z."W 7 10 20
TION o STA 12+00 SECTION o STA 12+50 SECTION o STA 15+00
SCALE: 1 w=5 HORIZ. SCALE: 1 =5 HORIZ. SCALE: 1 =5 HORIZ. <
1"=5' VERT. 1"=5' VERT. 1'=5' VERT.
W
14' CURB LANE 14' CURB LANE
65 65 65 65
yy,,
O
60 : _ 60 60
60
v J
EXIST. EXIST.
� PAVEMENT GUTTER PAVEMENT
55 - f1.dX 55 55 —2.07r NEW PAVEMENT •pX 55
• - ------•
`V SI6f 2* OVERLAY SIDEWALK t 2.0X
On 50 50 50 5 2.5 0 5 10 N.
50
48 48 SCALE: 1" = 5' rw
—10 0 2,5 7 10 lZ•J' 20
BEC►TION o STA 13+50 -10 0 8.510 .s 24
SCALE: ,ww5w HOW. SECTION o STA 14#00 an
1'=5' VERT. R OrRD Dry OW C+ERTM71ON FAC09-0014 'p
SCALE. 1 =5 HOW. PI�I�CT IPfF
1'=5' VW. fl� p�:S LO RI In IW Tl� PLANS ARE / FAR
�1 GU111i11MCRI!WW`'S CONOW1 lOMl A DrYLSIOW I4ECl�/wQE1NIEN1� � ma
M
on"" B1:• »
SW 7 at< :t
AL GRADHO AND EROSION CONTROL NOTES, o oM
1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES 5. THE CONTRACTOR WALL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST
INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL
AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED AND UPGRADED, AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MATERIAL DEPOSITED AS A RESULT OF 1g�
IF NECESSARY, TO INSURE THAT SEDIMENT-LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT PROJECT CONSTRUCTION ACTIVITY.
IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM ro
-------- - - -- _.��,��: DRAINAGE SYSTEM. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION 1'2
IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM WOODEN r� 5
POLE W/
60 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: LIGHT &
3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND
FROM MAY 1ST TO SEPTEMBER 30TH, AREAS AT FINAL GRADE AND THOSE THAT ARE TELEPHONE
EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM SCHEDULED TO REMAIN UNWORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE STABILIZED. N i
REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL ( $ P = 22+X 33
FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, FROM OCTOBER 1ST TO APRIL 30TH EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN I N
MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER SDCB RIM=53.375
RESPONSIBILITY OF THE PERMITEE. THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN o IF 12"
PVC(N)=49.78
24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WALL REMAIN I� �� IF 12•
4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE UNWORKED FOR MORE THAN TWO (2) DAYS SHALL BE STABILIZED IMMEDIATELY. INVERT=49.61 •~ PVC(S)=49.78
DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), CONTROL PONDS, SHALL REMAIN IN PLACE o
UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE 7. ALL UNDEVELOPED AREAS SHOWN ON THIS PLAN TO BE GRADED TO DRAIN AND HYDROSEEDED. ( k
RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES.
EXISTING ROW
PILBO
12' TALL �j3719
60 - 65.00' FUTURE OFFICE ETA J
(UNDER SEPARATE /BLDG
EXIST. RETAINING WALL FUTURE GARAGE PERM 52/ INVERT=49.1 0 INC
61 (UNDER SEPARATE_ NCE 6' WOOD Lo
-- PERMIT) , (SEE NOTE 3) NCE a ui
r r
N 89.1 T33" W 50- 401.35' NEW ROW W CC
_.. _ • ♦ ♦ ♦ s ♦ . . • • ♦ • • ♦ • s ♦ ♦ ! ! ♦ ♦ !. `. `. + #. •. : .< .: .. a .. a s . . ♦ . m.. -
• • • • ♦ a ♦ ♦ ♦ ♦ ♦ • ♦ ♦ • • • ♦ ♦ • ♦ • • -. e . -.
♦ • ♦ . . .. < . . . r . t �. • . a . • . ♦ . . • s . • • ♦ • • ♦ • C,z Z
61-7 • • a _ _ a a a � _CD -1• . . . . • . . . • ! • ♦ • i f ♦ • ♦ ♦ ♦ • i • ♦ • • • . a .e .. s e . •E v ♦ a ♦ �� W
♦
FOR FIRE TRUCK
Z I at , . " • '♦ -« -.._- __. _.._ ._._„
TURN AROUND, SEE
�
• 5
4
SHEET C4 63.5 G TEMPORARY FENCE 62.5 62.5 o . . FINAL GRADIM n BE PART
V
LIMITS OF ASPHALT Z Pic FM
. " . • . ' . OF FUTURE MUM PERMIT `' °°
Z R=20' 63.5 PAVING LIMITS OF FUTURE x o 64.0 63.0 •' W
1412 - 1121N AVflll�IE
{�__ _
ASPHALT PAVING 62.5 102
62.7 FOR GARAGE 63.5 62.8 63.0 f' MI WA�
• - �2s.�eaairt
62.95
L,13.2 63.5 3.5 63.5 63.2 _ X63 5F -. # 0 i o
63.2 ELECTRICAL. EASEMENT `
63.2 ,. _3�.._
63 . , K � 62.5 PER RECORDING 2 W
w
++ 63.5 m N 162* #9205050514 Z
62.7 I C Ga o
62.5 v 6p,
�! Tp C 63.0-- � -� � 63.1 � `'''"
W 9 - 61.5 ADDITION •
cn 8 I� r' _ � �` � R/w IN T`r � � 36. 3
RIM EL 62.00 RUNOFF TO rA � \�• 62.1 61.5 � � � AREA 1
O R=15 + (> \ �O NEW ROW TRAFFIG'SIGNAL.
... R
Y 2 '_r-� ° -- - 1O VAULT O� CABINET
• :.: g� ` 'l`
6 ♦
# \
m CB 8 FENC 1 - - - taus�'` %°•
C) 62.4 RIM EL 62.00 62.1 62.6 ��� + 6 = PROVIDE 62.7 65 • ` aFFIC vz�u :' a S (SEE NOTE 2)
°- 62.1
63. ' • 66 z 63.0 62 / R ZO v •� « .♦ . . 15
00�RAFF
,®, SPHA
_ Z p
+
�
N
cl
E
o
I - EXISTINti•"
z 63.0 . N
o
N • • 1w�•1` ♦ . :::::::::iiii::iiii}ci::cxric::::
\
• „ c0 N
::.:.
NOiG 127521.4602
EASTI G = 1649124.3785 t
70 -
&
i
CR E CUR
x co
........... .
-------- -- -
n - SS C4 _� - ASPHA T
O ...� C�NCR TE9 - -- s�+OO �U WOODEN J� �`_._._ CR WALK
vi SS �� ^ - --- D4 __ POLE Wf S
�� LIGHT &
SS TELEPHONE --�
O
MAILBOX 0 S. _ -- (p owl, WOODEN PROVIDE APPROVED SEDIMENT CONTROL SDCB RIMPHONE1 , pR >
SS w n POLE w/ BARRIER ALONG SOUTH EDGE OF SAWCUT
N ^ � ---�----- LIGHT & IF 12" PVC(W)=52.381 i
SS O 30 SS8H (W)=66 1�9
_� TELEPHONE LINE (SEE NOTE 4) IF 12" PVC(N)=52.38
N _ S - FO LINE IE 8" ?(E)-59.99 IF 8" PVC(S)=52.73
75 IF 12" PVC(E)=52.43
� _ -�� SDCB 1B" PVC(W)=66.52 h8 IE 8" ?(S)=60-29
2 - SDCB RIM=54.297
-_ ----� __----- � � ----�- �" IF 12" PVC(N)=66.57 - PR
_ co WATER TER PVC(E)=66.57 IE 12" PVC(NE)=50.65
O -
POLE D W/ IE 12" �� l IE 12" PVC(SW)=50.80
�� rn LIGHT & TH -
I � -- TELEPHONE p ST• �3 SDMH RIM=54.612 p �' - - �- S. 292� CTOft) IF 12" PVC(N)-50.51
n P (;6LLF IE 12" PVC(SW) 50 56
- IRES�pIF 12" PVC(W)=50-61
O SSMH RIM=89.695 A r
p
IF 8" ?(W)=82.99 ` G
C4 POWER POLE NO PIPES) Z
Z W/TRANSFORMER IF 8" ?(E)=82.79
Cp f \
TE C NOTES FOR HALF-$ SET NI MVBAE NTS ° ` 07.2"
aE
Li 1• NEW, PERMANENT 12"DIA.-�-&TORM DRAIN AND TWO TYPE 1 CATCH BASINS TO BE INSTALLED AT 20 10 0 20 40 1'rw►
Li 1.
AS SHOWN ON PLAN, PRIOR TO ANY EXCAVATION TO WEST ON S. 292ND STREET. f
SCALE: 1" = 20' RK.
LEGeo
2. CATCH BASIN PROTECTION TO BE INSTALLED IN BOTH NEW CATCH BASINS, PER CITY STANDARD DETAIL H
"EROSION-04". M
o
g PROPOSED LANDSCAPED AREAS 3. SILT CONTROL FENCE TO BE INSTALLED ALONG NORTH BOUNDARY, BETWEEN RETAINING WALL AND EDGE RECORD DRAWIMG CERTIFlr,ATION PROTECT REF. FAC09-0014 BLDOS-0108 PP.
OF WEST VALLEY HIGHWAY.
-:o ND
THESE D41WWGS COt#VW TO THE THESE PIMPS ARE FOR W Q
o --_-:--_- - 4. APPROVED SEDIMENT CONTROL BARRIER TO BE PROVIDED ADJACENT TO TRAVELED WAY ON S. 292ND CONIPAC7 'S � RECORDS. CONFDRMANCE WITH THE CITY OF AUBURN'S
3 PROPOSED ASPHALT PAVING ENGINEERING DNISION REQUIREMENTS
STREET, TO PREVENT SEDIMENT FROM BEING DEPOSITED ONTO STREET. 6y DATE: 4a S.11 -
h� a TITLE/ APPROVED BY-
0L, 5. STREET CLEANING, USING SELF-PROPELLED PICKUP STREET SWEEPERS, TO BE PROVIDED WHENEVER
REQUIRED BY THE ENGINEER. Z
CONFIRMED BY cm.• LYITE• � �/ DATE APPROVED: MI s OF I
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WIRING SCHEDULE VIDEO c*MRA/HOUSN pal m1u E
RACEWAY DETECTION COAXIAL VEHICLE VEH/PED PED PRE-EMP
CONDUIT do PPB CABLE/ HEADS HEADS HEADS lLLUM. 6-PR. SHIELDED COMMENTS PUSH H
PUSH
NO. SIZE 2CS 5C VIDEO 7C 5C 5C #8 comm. 3CS $1 05 FOR B FOR
1 (2-1/21 (3) (1) + 1 (2) (1) (3) (1) EXISTING CONDUff ADD 1-COAXIAL/5C VIDEO ' 3i4
4 3 5 2 + 1 3 3 3 1 EXISTING CONDUff ADD 1-COAXIAL/5C VIDEO
2 1 EXISTING
4 +1 1 3 2 EXISTING CONDUIT ADD 1-5C PED do 1-2CS PPB
8 (37 1 EXISTING 02 06 1- 5.
(21 EXISTING SIGN A SIGN B
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g 2 4 + 1 EXISTING CONDUIT ADD 1-COAXIAL/5C VIDEO POESTRM-PM Mm0n m OD
EXISTING ~
03 07 o PELCO ASTRO-BRAC
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SIGNAL MAST ARM
LED PORTLAND LED SECONDS
ORANGE HAND LED COUNTDOWN
4 LUNAR WHITE WALK
SWML PHASM 23
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NTS
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Flo E: YDEO DETECTION NOTES
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C OnIT mCT0 LA 1. DETECTOR BOARD SHALL BE TRAFICON VIP 3.2 WITH ABILITY TO MONITOR 2 CAMERAS.
' CONSTRUCTION (VOTES L NOTES �C�oIvI D��, '
° 2. CONTRACTOR SHALL PROVIDE VIP SET-UP PAD.
3 1. UTILITY LOCATIONS AS SHOWN ON THE PLAN ARE APPROXIMATE ONLY. SOME UTILITIES C TTY I NSTALL�D.
o MAY NOT BE SHOWN. ALL UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO 3. CAMERA HOUSING SHALL BE PHILIPS LTC 9380 SERIES OUTDOOR OR CITY APPROVED EQUAL.
° O FURNISH do INSTALL 1 LED PEDESTRIAN COUNTDOWN DISPLAY WITH TYPE E MOUNTING, EXCAVATION. (CALL 1-800-524-5555) FOR UTILITY LOCATION SERVICES.)
if z do 1 TYPE PPB-M PEDESTRIAN PUSH-BUTTON. EXISTING SIGNAL POLE SHALL BE DRILLED 4. DETECTION CAMERA SHALL BE RAINBOW CCTV BL58D OR CITY APPROVED EQUAL
2 EXISTING POLE LOCATIONS ARE APPROXIMATE ONLY. CONTRACTOR SHALL FIELD
TO ALLOW INSTALLATION OF NEW PEDESTRIAN HEAD & PEDESTRWV PUSH BUTTON WITH WIRING. 5. VIDEO MONITOR SHALL BE RAINBOW CCTV RMB92 OR CITY APPROVED EQUAL
o VERIFY THEIR LOCATIONS AS NECESSARY.
Or1.��O'1O
a O FURNISH do INSTALL 1 LED PEDESTRIAN COUNTDOWN DISPLAY WITH TYPE E MOUNTING, 3, pl p RUNS AND JUNCTION BOX LOCATIONS ARE SHOWN IN APPROXIMATE 6. COAXIAL CABLE SHALL BE 5 CONDUCTOR CABLE ISDTEC X341667-00. 9t E
dt 1 TYPE PPB-M PEDESTRIAN OOF PUSH-BUTTON. EXISTING SIGNAL POLE SHALL BE DRILLED LOCATIONS. CONTRACTOR SHALL FIELD VERIFY THEIR LOCATIONS AS NECESSARY. 7. CAMERAS SHALL BE INSTALLED WHERE INDICATED ON THE PLANS OR AS DIRECTED BY ENGINEER. raw
W TO ALLOW INSTALLATION OF NEW PEDESTRIAN HEAD do PEDESTRIAN PUSH BUTTON WITH WIRING.
8. CONTRACTOR TO WORK WITH THE SIGNAL TECHNICIAN FOR FINAL AIM AND ADJUSTMENT OF O.K.
LA_ O3 FURNISH do INSTALL VIDEO DETECTION CAMERA MOUNTED ON ELEVATED 1. ALL PEDESTRIAN SIGNAL HEADS SHALL HAVE TYPE "E" MOUNTING. VIDEO' LL
i ASTROBRACKEIS ON SIGNAL MAST ARM AS SHOWN ON VIDEO DETAIL THIS SHEET,
2. ALL PEDESTRIAN SIGNAL HEADS SWILL BE LED COUNTDOWN TYPE.
C) AND AS DESCRIBED IN VIDEO DETECTION NOTES, THIS SHEET. 3. ALL SIGNAL HEADS VISORS AND BACKPLATES SHALL BE ALUMINUM
RECORD DRAWING CDMF)CA PROUECT REF. FAC09-0014 O.K.
4 FURNISH & INSTALL APPROXIMATELY 150'-3" SPARE PVC SCHEDULE 40 CONDUIT FOR FUTURE OR AS APPROVED BY THE CITY.
ILLUMINATION WIRING UNDER SIDEWALK. LOCATE CONDUIT NEAR CENTER OF SIDEWALK WITH 2' OF COVER. THESE DRAN'NNGS CONFORM TO THE THESE PLANS ARE FOR wAa7OO"I A il
o CONTRAC70RIS COfIfS'TRUCTAON RECORDS CONFOR~E WUH THE CITY OF AUBURN S
O DISCONNECT EXISTING LOOP DETECTION WIRES AND REMOVE JUNCTION BOX. BY D�ITE.• t. S. t. E7VG�NfER1NG OlV1SlON REQUIREMENTS
BACKFILL AND COMPACT VOID CREATED BY J-BOX REMOVAL. ,Q
CL APPROVED BY _____ .� SGI
cy
y cOUMF,I &w Br CITY a47E:• /e * a4TE APPROVED: sNEErgfr OF