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GENERAL NOTES SITE PLAN
1
VALLEY CITIES COUNSELING
FAITH RICHIE, CEO
2704 1 ST NE
AUBURN, WA 98002
(253) 876-3425
ENGINEER
RUPERT ENGINEERING, INC.
ADAM E. PAUL, PE
1519 W VALLEY HWY N, STE 101
AUBURN, WA 98001
(253) 833-7776
ARCHITECT
THE KEIMIG ASSOCIATES
ALAN KEIMIG
216 A STREET NW
AUBURN, WA 98001
(253) 939-3232
SURVEYOR
CENTRE POINTE SURVEYING
STEPHEN H. WOODS, PLS
206 RAILROAD AVENUE NORTH
KENT, WA 98032
PH: (253) 813-1901
SHEET INDEX
C1 SITE PLAN
C2 TESC & DEMOLITION PLAN
C3 GRADING, DRAINAGE, & UTILITIES PLAN
C4 DETAILS & SECTIONS
L1 LANDSCAPE PLAN
IR1 IRRIGATION PLAN
Al SITE LINE STUDY
LEGAL DESCRIPTION-
28th Street NE
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NEW PARCEL A:
BEGINNING AT THE SOUTHWEST CORNER OF LOT 6, BLOCK 2, MAPLEWOOD ADDITION
TO THE CITY OF AUBURN, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME
17 OF PLATS, PAGE(S) 98, IN KING COUNTY, WASHINGTON;
THENCE NORTH 00.23'05" WEST, ALONG THE EASTERLY MARGIN OF "I" STREET
NORTHEAST, A DISTANCE OF 132.03 FEET;
THENCE LEAVING SAID EASTERLY MARGIN NORTH 89'50 16 EAST A DISTANCE OF
D
230.00 FEET, TO THE EASTERLY MARGIN OF VACATED ALLEY, AS VACATED SEPTEMBER
18, 1967 BY CITY OF AUBURN ORDINANCE NUMBERS 2209 AND 2128;
THENCE SOUTH 00'23'04" EAST, ALONG THE EASTERLY MARGIN OF SAID VACATED
ALLEY, A DISTANCE OF 132.03 FEET, TO ITS INTERSECTION WITH THE EASTERLY
EXTENSION OF THE SOUTH LINE OF SAID LOT 6;
THENCE SOUTH 89'50'16" WEST, ALONG SAID SOUTH LINE, A DISTANCE OF 230.00
FEET TO THE EASTERLY MARGIN OF "I" STREET NORTHEAST AND THE POINT OF
BEGINNING.
NEW PARCEL B:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 6, BLOCK 2, MAPLEWOOD
ADDITION TO THE CITY OF AUBURN, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 17 OF PLATS, PAGE(S) 98, IN KING COUNTY, WASHINGTON;
THENCE NORTH 00'23'05" WEST, ALONG THE EASTERLY MARGIN OF "I" STREET
NORTHEAST, A DISTANCE OF 132.03 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID EASTERLY MARGIN, NORTH 00'23'05" WEST, A
DISTANCE OF 66.41 FEET TO THE BEGINNING OF A CURVE TANGENT TO SAID LINE;
THENCE LEAVING SAID EASTERLY MARGIN NORTHEASTERLY DISTANCE OF 34.62 FEET
ALONG THE CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 22.00 FEET
AND A CENTRAL ANGLE OF 90'10'10" TO THE SOUTHERLY MARGIN OF 26TH STREET
NORTHEAST;
THENCE NORTH 89'47'05" EAST, TANGENT TO SAID CURVE, ALONG SAID SOUTHERLY
MARGIN, A DISTANCE OF 207.93 FEET TO THE EASTERLY MARGIN OF VACATED ALLEY
AS VACATED SEPTEMBER 18, 1967 BY CITY OF AUBURN ORDINANCE NUMBERS 2209
AND 2128;
THENCE SOUTH 00'23'04" EAST, ALONG SAID EASTERLY MARGIN OF VACATED ALLEY,
A DISTANCE OF 88.69 FEET;
THENCE SOUTH 89'50'16" WEST, A DISTANCE OF 230.00 FEET TO THE TRUE POINT
OF BEGINNING.
LEGEND
CD
DESCRIPTION
NEW
EXISTING
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STORM SEWER
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SANITARY SEWER
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WATER
W
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CONTOURS
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50
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SILT FENCE
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=
POWER (OHP/UGP)
- OHP/UGP -
- OHP/UGP -
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ASPHALT PAVING
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PERVIOUS CONC.
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CONC. PAVING
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LANDSCAPING
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CONCRETE CURB
m
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SPOT ELEVATIONS
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PARKING COUNT
FOUND CASE MON
FIRE HYDRANT
Y
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GAS METER
0
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GUY WIRE ANCHOR
JUNCTION BOX
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PARKING LOT LIGHT
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POWER POLE W/TRANSFORMER
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POWER VAULT
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ROCKERY
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SIGN
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SIGNAL POLE
STORM CATCHBASIN
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STREET LIGHTUj
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TELEPHONE JUNCTION BOX
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TELEPHONE VAULT
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UNDERGROUND POWER
UTILITY POLE
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UTILITY MANHOLE
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WATER METER
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WATER VALVE
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7 = 20' �11
�j ABBREVIATIONS
1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON \, N .
AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL PARKING DATA. BENCHMARKS: BLC - BUILDING CORNER
APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND -DATUM: PARKING REQUIRED: C - COMPACT
REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY, STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). SUPPORTIVE HOUSING = 13 SPACES BASE: CB - CATCH BASIN
APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE (1 SPACE PER 2 UNITS PLUS ONE CITY OF AUBURN BENCHMARK NO.15C. FOUND CL - CLASS
2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY CONSTRUCTION SEQUENCE FOR MANAGER'S UNIT AS ESTABLISHED RAILROAD SPIKE ON THE WEST FACE OF POWER CO - CLEAN OUT
"WASHINGTON TATE DEPARTMENT OF TRANSPORTATION (WSDOT) SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR BY CITY IN PRE -APPLICATION MEETING POLE, AT THE SOUTHEAST QUADRANT OF AUBURN COA - CITY OF AUBURN
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL NEGLIGENCE CONNECTED WITH THEM. 1. ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF WAY NORTH AND 28TH STREET NE. D - STORM DRAIN
CONSTRUCTION" (2002), EXCEPT WHERE SUPPLEMENTED OR AUBURN. UNDER ZONING ORDINANCE) ELEVATION: 57.15 FEET. DDCV - DOUBLE DETECTOR CHECK VALVE
MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC DI - DUCTILE IRON
FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A PARKING PROVIDED: SITE N0, 1: DS - DOWNSPOUT
COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON 2. ESTABLISH CLEARING AND GRADING LIMITS FOR THE SITE.
ADA ACCESSIBLE: 1 (OK)
JOB SITE DURING CONSTRUCTION. SET REBAR WITH CAP IN GRAVEL ON THE NORTH DTL - DETAIL
LICENSED PROFESSIONAL CIVIL ENGINEER. STANDARD: 12
3. INSPECT AND REPLACE ANY OF THE EXISTING EROSION & SIDE OF 26TH STREET NE. +/-22' EAST OF D/W - DRIVEWAY
COMPACT: 2 (13.3%) � EL - ELEVATION
3. A PRE -CONSTRUCTION MEETING SHALL REQUIRED PRIOR T -
0 E S L BE EQU ED 0 SEDIMENTATION CONTROL MEASURES THAT ARE NO LONGER WATER METER AND +/ 5.3 SOUTH OF NORTH
8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT TOTAL: 15 ESMT - EASEMENT
THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS PERFORMING AS INTENDED TO PROTECT ADJACENT PROPERTIES GRADING QUANTITIES EDGE OF GRAVEL.
ACCEPTANCE. REFER TO THE CITY S RECORD CONSTRUCTION PROJECT NOTES:ELEVATION: 58.30 FEET. EXG - EXISTING
DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. AND OFF -SITE STORMWATER SYSTEMS FROM
DOCUMENT HANDOUT. CONSTRUCTION -RELATED SEDIMENTATION PER CITY OF AUBURN FILL: 1,500 CY FD - FOUNDATION DRAIN
4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. AND ALL OTHER APPLICABLE STANDARDS. PARCEL NUMBERS : 5125400355 SITE NO. 2: FDC - FIRE DEPTARTMENT CONNECTION
THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES 9. ADDITIONAL PERMITS REQUIRED FROM THE CITY OF AUBURN: () EXCAVATION: 1,110 CY FF - FINISHED FLOOR
ZONING: R4 MULTIPLE -FAMILY RESIDENTIAL TOP OF BRASS DISC INCASED AT THE
MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE
GRADING PERMIT, WATER PERMIT, FIRE LINE CONNECTION PERMIT, „ FHY - FIRE HYDRANT
4. DEMOLISH THE EXISTING BUILDING, PAVING, STORM LINES, WATER TOTAL AREA: 0.697 ACRES IMPORTED FILL: 1 „
500 CY INTERSECTION OF 26TH STREET NE AND I
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE SEWER PERMIT, STORM PERMIT, BACKFLOW PERMIT. LINES, AND SEWER LINES, AS NOTED ON PLANS. AREA DISTURBED FOR CONSTRUCTION: 0.697 ACRES MATERIAL DISPOSED OF OFF -SITE: 1,110 CY STREET NE. FL - FLANGE JOINT
ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND 10. ANY HAULING OF MATERIAL WILL OCCUR BETWEEN 9AM AND 3PM. BUILDING CONSTRUCTION TYPE: VB, SPRINKLERED ELEVATION: 58.09 FEET. H/C - HANDICAP
THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY 5. BEGIN FINAL SITE FINE GRADING OPERATIONS. THE CONTRACTOR IE - INVERT ELEVATION
LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY BASIS 0 F BEARING: SHALL ENSURE THAT NO SILT -LADEN RUNOFF DISCHARGES TO LF - LINEAR FEET
FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE ADJACENT PROPERTIES OR TO EXISTING STORMWATER SYSTEM. IMPERVIOUS SURFACE L/S - LANDSCAPING
THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT MH - MANHOLE
WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE 6. AS CONSTRUCTION PROGRESSES, REVEGETATE ALL SLOPES AND COVERAGE. THE UTILITY
CONFLICT
NOTE:
TBE RESPONSIBLE FOR VERIFYING THE LOCATION, RECORD DRAWING CERTIFICATION
CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR ANGLE OF 01'01'55.23" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR THESE DRAWINGS CONFORM TO THE
UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, IN 2" BRASS DISC, INCASED, LOCATED AT THE INTERSECTION OF "I" EXPOSED SOIL STABILIZATION". EXISTING BUILDING: 3,042 SF DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON TORS CONSTPJJCTION RECORDS.
POWER, TELEPHONE AND TELEVISION). STREET NORTHEAST AND 26TH STREET NORTHEAST. EXISTING PAVEMENT TOTAL: 1,105 SF THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
7. BEGIN CONSTRUCTION OF BUILDING, STORM, WATER, SEWER AND TOTAL: 4,147 SF THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID UTILITIES. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND e
THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY rA114f
SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE COORDINATES WERE FOUND TO BE 123549.929 1296680.313 AT THAT NEW BUILDINGS: 11,649 SF BY; DATE:
/ CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 8, BEGIN ASPHALT, PERVIOUS CONCRETE, CURB, AND LANDSCAPE NEW PAVEMENT, WALKS: 7,117 SF LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT TITLE/POSITION: �I���I�/�E
THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE 1.000000751 AND THE GRID SCALE FACTOR OF 1.000035993 WAS INSTALLATION. TOTAL: 18,766 SF GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. •/� /v
OFF-PEAK HOURS OR ALTERNATE ROUTES. 9. REMOVE TESC MEASURES UPON FINAL STABILIZATION AND NET CHANGE: +14,619 SF TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONFIRMED BY CITY.- DATE:
APPROVAL FROM THE CITY INSPECTOR.
\\STORAGE\Data\2008\08105\Civil\C1-105.dwg I Drafter Name: A. PAUL Plot Date: JUL 30 2009 10:33:27 1 Last Modified Date: JUL 30 2009 10:27:11 1 Submittal: REVISION 4
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MJ - MECHANICAL JOINT
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PL - PROPERTY LINE
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R - RADIUS
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REF - REFERENCE DRAWING
R/W - RIGHT-OF-WAY
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S - SANITARY SEWER
SQ FT - SQUARE FEET
STD - STANDARD
S/W - SIDEWALK
T - TELEPHONE
TC - TOP OF CURB a r N
TP - TEST PIT
TV - TELEVISION M E • p
U.N.O - UNLESS NOTED PO �E WAsy46,
OTHERWISE
YL - YARD LIGHT
S - SOUTH
W - WEST
E - EAST ,p 43211
N - NORTH TE��`'
NW - NORTHWEST s/pNAL E
SW - SOUTHWEST
NE - NORTHEAST
SE - SOUTHEAST DATE 9/11 /08
PROJECT REF: FAC08-0024
DRAWN KWT
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S CHECKED AEP
ENGINEERING DIVISION REQUIREMENTS
APPROVED BY: Joe No. 08105
SHEET N0.
DATE APPROVED: -7' ,3v/0
c 1
SHEET 1 OF 7
10 D 20 eo
1.
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N8947 05"E 779. 0
- - =-
FOUND 2" BRASS DISC j•
WITH PUNCH INCASED AT
I .
THE INTERSECTION OF "I"
STREET NE & 26TH
STREET NE SITE o
BENCHMARK NO.2 ���1. g . e . . . . .
ELEVATION 58.09 FEET-
. .
5�1� 30'.
a
GRAYED ITEMS ON THIS SHEET WILL .
BE DEMOLISHEDAND ARE SHOWN
FOR REFERENCE ONLY
58 LF 8"0 CL � 0�b
52 DIP ® 0.55%
5$' •i
EXG STORM DRAINAGE MANHOLE` M
,w
RIM 58.24
30" CONC NNW 52.79 IE '
30" CONC S 52.69 IE
8" PVC E 53.82 IE
8" CONC W (COULD NOT MEASUR )
EXG CATCH BASIN #G118
STANDARD GRATE I'
RIM 57.72'
8" CONC E 55.51 IE
SANITARY SEWER MANHOLE
(CITY #409-37)
RIM 57.89
8" CONC S 55.12 IE
8" CONC CHANNEL ON THE NORTH
SIDE OF STRUCTURE 55.16
GUY WIRE ANCHOR T
SAWCUT AND REMOVE
EXG ASPHALT FOR�`��
INSTALLATION OF NEW
WATER CONNECTION -0-
�
POWER POLE W/TRANSFORMER
& UNDERGROUND POWER
REMOVE EXG S/W AND CURB TO
NEAREST JOINT FOR INSTALLATION
OF NEW D/W APPROACH,
EXG 6"0 SEWER STUB (REF). POINT OF
CONNECTION TO EXG HOUSE UNKNOWN.
REMOVE EXG WATER METER -
AND SERVICE LINE. CAP AT
EXG WATER MAIN.
SAWCUT AND REMOVE
EXG ASPHALT FOR
DEMOLITION OF EXG
WATER SERVICE LINE.
REMOVE EXG S/W, D/W
APPROACH, AND CURB TO
NEAREST JOINT IN S/W.
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WATER �
S ELEVATIONC � \ :' • � 0 51 `°
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,;�NWI I �150 �� p1 •_ �o C. 1 "6.
��. 5�. DEMOLITIOl THIS PARCEL I 51•
36 CLUSTF 23 IE=5$. F 50R� COMPLETED BY OTHERS
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STANDARD .GRATE..-.
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G\IF
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/ r - - - - - - - - - -----, �.i 42 2 z r J
TEMP CONVEYANCE PIPES TO I \THIS AREA IS TO BE SET ASIDE FOR A FUTURE STOR ER INFILTRATION 0
BE REMOVED WHEN TEMP I FACILITY. NO HEAVY CONSUCTION TRAFFIC SHOULD BE ALLOWED IN ORDER Q
e1 ( POND IS FILLED IN, I TO PREVENT ADVERSE COMPACTION OF THE EXISTING SOILS. THIS I x N (\
5 I r. I NO -DISTURBANCE AREA SHALL BE IDENTIFIED DURING THE CONSTRUCTION
STAGE WITH EITHER A TEMPORARY FIVE-FOOT CHAIN LINK FENCE OR
ORANGE -COLORED CONSTRUCTION FENCING. I -T�
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�STUB AND CAP AT
f �o MAIN.
. �6� �5�•.,; 5�ti1 CONTRACTOR TO MAINTAIN AND MODIFY ( 10' WATERLINE
q EXG DITCHES, AS NECESSARY, TO 0 EASEMENT
ENSURE THAT ALL RUNOFF FROM THE ( REC. N0. 3832556
09�1 �o�ti• �� SITE IS DIRECTED TO THE TEMPORARY
SEDIMENT TRAP.2
1
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IK
53 � 58.86 SW5016 230.00 "WOOD , FEN'CEX z
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59.06 �' :04 9 58.53 . . �� � h�\ w $•
59' 58.r
i g0��5a9�
_ oti
58.9
k._ 1
s . f$
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. . is . . . . . . . . . I .
f`. �. TESC & DEMOLITION PLAN Jd\
1 = 20
NOTES:
CONTRACTOR SHALL ENSURE THAT ALL STORMWATER
FROM THE SITE IS DIRECTED TO THE TEMPORARY
STORM POND BEFORE BEING DISCHARGED TO PUBLIC
CONVEYANCE SYSTEM.
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND
THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY
CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT
GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC.
TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
REQUIREMENTS FOR
EXPOSED SOIL STABILIZATION
STABILIZATION METHOD: HYDROSEEDING & MULCHING:
A. TIME OF PLANTING - DURING THEPERIOD T I 1
TIME E OD BETWEEN APRL
THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31.
(NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31,
IRRIGA11ON MAY BE REQUIRED, IF PLANTING BETWEEN
NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED
IMMEDIATELY AFTER PLANTING.)
B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT
NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING
SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE
DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT
WALKED" UP SLOPE.
C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS.
DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS
MUST USE NON -PHOSPHOROUS FERTILIZER.
D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED
SEED BED AT A RATE OF 5 LBS/1,000 SF:
KIND AND VARIETY OF
PERCENT BY
MINIMUM PERCENT
MINIMUM PERCENT
SEED IN MIXTURE
WEIGHT
PURE SEED
GERMINATION
COLONIAL BENTGRASS
'
(HIGHLAND OR ASTORIA)
10%
9.8%
85%
RED FESCUE (ILLAHEE,
RAINIER, OR PENNLAWN)
40%
39,20%
90%
ENGLISH PERENNIAL RYE
30%
29.40%
90%
WHITE DUTCH CLOVER
(PRE -INOCULATE)
20%
19.60%
90%
WEED SEED (MAX %)
.50%
INERT AND OTHER
CROPS (MIN %)
1.50%
TOTAL 100%
E. "HYDROSEEDING" APPLICATIONS WITH APPROVED
SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED.
F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE
MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN
ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES.
WATER APPLICATION RATES SHOULD BE CONTROLLED TO
PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE
MORE HARMFUL THAN NO WATER.
GRADING &EROSION CONTROL NOTES
1, WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL
FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO
LAND CLEARING Al OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE
MAINTAINED, AND UPGRADED IF NECESSARY, TO ENSURE THAT SEDIMENT -LADEN WATER AND
STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE
WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM.
2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY
3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED)
SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE
INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL
DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT
DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO
THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE.
4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND
THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN
IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE
CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES.
5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST
EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL
AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MATERIAL DEPOSITED AS A RESULT OF
PROJECT CONSTRUCTION ACTIVITY.
6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND
SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE
EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING
SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE
SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN
TEN DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN
STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN
5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS
AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR
MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY.
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
TOR'S CONSTRUCTION RECORDS.
BY; DATE:
TITLE/POSffION: trAll Ef%L-
CONFIRMED BY CITY: DJ1TE:
PROJECT REF: FAC08-0024
PS S Z7/Z0o 9
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S
ENGINEERING DIVISION REQUIREMENTS
APPROVED BY: _L A
DATE APPROVED: v;X
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F�432 ,C�AST
SFONA L iti
DATE 09.11.08
DRAWN KWT
CHECKED AEP
JOB NO. 08105
SHEET NO.
C2
\\STORAGE\Data\2008\08105\Civil\C2-105.dwg I Drafter Name: A. PAUL I Plot Date: AUG 27 2009 08:20:00 1 Last Modified Date: AUG 21 2009 14:18:15 1 Submittal: REVISION 5
SHEET 2 OF 7
to )2016
N89'47'05"E 779 0'
FOUND 2" BRASS DISC'.'.'.'.'. L
WITH PUNCH, INCASED, .AT . . . • . . . . .
THE INTERSECTION OF T' 5$ . . . . . . . . . . . . ..
°� �
STREET NE & 26TH . . . . . . . . . . . . .
STREET NE SITE
_T
BENCHMARK NO.2 . .
ELEVATION 58.09 FEET 5��. . . . . �k
. .
-30
�..........
13 LF EXG 8" 0 PVC°°.5°
SDR-21 @ 0.5% 5�:
EXG STORM DRAINAGE MANHOLE . . .t`
RIM 58.24 ;z. . . .
30" CONC NNW 52.79 IE�
30" CONC S 52.69 IE . . .
8" PVC E 53.82 IE '
8" CONC W (COULD NOT MEASUR )
❑ 1
EXG CATCH BASIN #G118
STANDARD GRATE I.
RIM 57.72
8" CONC E 55.51 IE I.
SANITARY SEWER MANHOLE ---
(CITY #409-37)
RIM 57.89
8" CONC S 55.12 IE
8" CONC CHANNEL ON THE NORT
C B # 1 SIDE OF STRUCTURE 55.16
YARD DRAIN PER DTL 2/G2
RIM = 58.5
IE = 55.41 GUY WIRE ANCHOR
SAWCUT AND REMOVE IE=58.00-
EXG ASPHALT FOR
INSTALLATION OF NEW
WATER CONNECTION ��-
POWER POLE W/TRANSFORMER
& UNDERGROUND POWER
REMOVE EXG S/W AND CURB TO
NEAREST JOINT FOR INSTALLATION
OF NEW D/W APPROACH.
EXG 6" 0 SEWER STUB (REF). POINT OF
CONNECTION TO EXG HOUSE UNKNOWN.
REMOVE EXG WATER METER -
AND SERVICE LINE. CAP AT
EXG WATER MAIN.
SAWCUT AND REMOVE
EXG ASPHALT FOR
DEMOLITION OF EXG
WATER SERVICE LINE.
REMOVE EXG S/W, D/W
APPROACH, AND CURB TO
NEAREST JOINT IN S/W.
3:1
��
�•
��
9.0
/
zi
00
ck� . .
rn.
•
i.
.
1
Of ; \\\ I
YARD DRAIN AND TEMP
- - 1�b' all\
THIS AREA IS TO BE SET ASIDE FOR A FUTURE STORMWATER INFILTRATION ,
CONVEYANCE PIPES TO BE
I I
•,u
FACILITY. NO HEAVY CONSUCTION TRAFFIC SHOULD BE ALLOWED IN ORDER
REMOVED WHEN TEMP POND
IS FILLED IN. I
TO PREVENT ADVERSE COMPACTION OF THE EXISTING SOILS. THIS M
`y
NO -DISTURBANCE AREA SHALL BE IDENTIFIED DURING THE CONSTRUCTION �
�
EXG TEMPORARY SEDIMENT
STAGE WITH EITHER A TEMPORARY FIVE-FOOT CHAIN LINK FENCE OR
1 I�
ORANGE -COLORED CONSTRUCTION FENCING.
:1
TRAP. MAX WATER
I SURFACE ELEVATION ®
rn
58.0'. (1,320 SF) I
I
g-1 %TI DOWN -TURNED ELBOW
UTLET FROWF'OND. 6 •
6PENING OF ELBOW MUST BE
37 LF EXG 8» 1
AT LEAST 1 FOOT BELOW THE
CL 52 D�V 7%,'
OUTLET INVERT ELEVATION.
I
q,6 1 /59.42 \ 1
=58.00 L - - - - - -\ 58.75 59.0
REMOVE EXG SEWER
u,III g 6 STUB AND CAP AT
�. MAIN.
.I.. '� °� 5�., 1 9�1 CONTRACTOR TO MAINTAIN AND MODIFY I 10' WATERLINE
59 5g 5°� ' EXG DITCHES, AS NECESSARY, TO 0 EASEMENT
ENSURE THAT ALL RUNOFF FROM THE REC. N0. 3832556
/ ti� �g. SITE IS DIRECTED TO THE TEMPORARY
° �° 5° �� SEDIMENT TRAP.
5
30' 7.
0011,X.
. I �� / F•! _a■■L� A•L - `. �! . a••a •..•x,�F! L-•�� �F .I� ..�.
�g2 6 CYCLONExFENCE 5�� S89'50'16 �.00' X 5 � b WOOD FENCE z
c
919; c�8•. �� °� w
66 5. i. 5°. 0". .. w
"o : e 58.53 �g � I w
L... I . Y I41 I. 5g.06 "'
58.67 5 5
g05�5�46
•e
TESC & DEMOLITION PLAN,
NOTES:
CONTRACTOR SHALL ENSURE THAT ALL STORMWATER
FROM THE SITE IS DIRECTED TO THE TEMPORARY
STORM POND BEFORE BEING DISCHARGED TO PUBLIC
CONVEYANCE SYSTEM.
REQUIREMENTS FOR
EXPOSED SOIL STABILIZATION
STABILIZATION METHOD: HYDROSEEDING & MULCHING:
A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1
THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31.
(NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31,
IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN
NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED
IMMEDIATELY AFTER PLANTING.)
B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT
NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING
SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE
DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT
WALKED" UP SLOPE.
C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS.
DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS
MUST USE NON -PHOSPHOROUS FERTILIZER.
D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED
SEED BED AT A RATE OF 5 LBS/1,000 SF:
KIND AND VARIETY OF
PERCENT BY
MINIMUM PERCENT
MINIMUM PERCENT
SEED IN MIXTURE
WEIGHT
PURE SEED
GERMINATION
COLONIAL BENTGRASS
(HIGHLAND OR ASTORIA)
10%
9.8%
85%
RED FESCUE (ILLAHEE,
RAINIER, OR PENNLAWN)
40%
39.20%
90%
ENGLISH PERENNIAL RYE
30%
29.40%
90%
WHITE DUTCH CLOVER
(PRE -INOCULATE)
20%
19.60%
90%
WEED SEED (MAX %)
.50%
INERT AND OTHER
CROPS (MIN %)
1.50%
TOTAL 100%
E. "HYDROSEEDING" APPLICATIONS WITH APPROVED
SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED.
F. MAINTENANCE SEEDING SHOULD BE SUPPLIED WITH ADEQUATE
MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN
ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES.
WATER APPLICATION RATES SHOULD BE CONTROLLED TO
PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE
MORE HARMFUL THAN NO WATER.
GRADING & EROSION CONTROL NOTES
1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL
FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO
LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE
MAINTAINED, AND UPGRADED IF NECESSARY, TO ENSURE THAT SEDIMENT -LADEN WATER AND
STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE
WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM.
2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY.
3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED)
SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE
INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL
DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT
DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO
THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE.
4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND
THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN
IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE
CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES.
5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST
EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL
AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MATERIAL DEPOSITED AS A RESULT OF
PROJECT CONSTRUCTION ACTIVITY.
6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND
SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE
EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING
SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE
SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN
TEN DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN
STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN
5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS
AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR
MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY.
UTILITY CONFLICT NOTE: RECORD DRAWING CERTIFICATION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, THESE DRAWINGS CONFORM TO THE
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON CON ST CTION RECORDS.
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND
THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY BY; DATE:
CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT TITLE/POSITION: E'�Y�I"C f
GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC.
TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONFIRMED BY CITY: DATE:
PROJECT REF: FAC08-0024 i g
7-30 -Zwq
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S
ENGINEERING DIVISION REQUIREMENTS
APPROVED BY:
, srai� -
DATE APPROVED: 130 I a01
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21ONAL Et
DATE 09.11.08
DRAWN KWT
CHECKED AEP
JOB NO. 08105
SHEET NO.
C 2
SHEET 2 OF 7
\\STORAGE\Data\2008\08105\Civil\C2-105.dwg I Drafter Name: A. PAUL I Plot Date: JUL 30 2009 11:03:51 1 Last Modified Date: JUL 30 2009 10:27:01 1 Submittal: REVISION 4
10 AOZ016
s Slop
N89'47'05"E 779. 0'-
=�- -
�.
FOUND 2" BRASS DISC
WITH PUNCH, INCASED, .AT.
S £Ar$ Lit
THE INTERSECTION OF "I„
STREET NE & 26TH 5g..
I �_
STREET NE SITE I.
. o.. ��.. �°
BENCHMARK NO.2 °��1. ti6 . . . . . 1 .IQo o Via: 5 SIGN
ELEVATION 58.09 FEET S89.47'21 "W o�
22.07 S 3 WOOD ONCE
30 , a � Q
5" • �`
o O
i 29 8„ 52„ 6 1 „ 03
n�/o�,.,�Dc 505• TWINTWIN
58.33
a
$5 �� 20„
EXG STORM DRAINAGE MANHOLE TMN
RIM 58.24 �� ._.._5� a`
30" CONC NNW 52.79 IE
DEC
30" CONC S 52.69 IE
36 CLUSTER
8" PVC E 53.82 IE
�8" CONC 23" W (COULD NOT MEASUR) 1 -- `� _ -
r _n 5°�� AMATEUR RADIO
ANTENNA
EXG CATCH BASIN
STANDARD GRATE4 6� o-GROUND ROD
RIM 57.72 ��NN „_.--
�. 153 LF FIRE *1
8 CONC E 55.51 IE C
SANITARY SEWER MANHOLE �° $ 5�� 5��� 58° I EXG CATCH BASIN' SPRINKLER SUPPLY
(CITY #409-37) `'' a STANDARD GRATE LINE (SIZE PER
RIM 57.89 J I RIM 7.68 5 ..SPRINKLER DESIGN
8 CONC S 55.12 IE I. W . N j �.. 8 _
8" CONC CHANNEL ON THE NORTH;;'� �' Z q a W W
SIDE OF STRUCTURE 55.16 -
�� ~ AP 28 LF OF E'
Z SS SADDLE z " oL :0 58.45
F1T-vt1V� ! _ I R�Yc ApoN► sh PERFO AT
ED IPE (IE 5
GUY WIRE ANCHOR �` ! `� 58.60 �`'R �� EXTENT OF 4,284 F
I INFI TRATIO BED
V1157 e ��� PER DTL 1 /C4
jj 1.3% 5$.
I s>r coDoti
y s i 7'E ,
-0- I . I. I 5 I� m 58.70 owE Try a �SMfSGREAGDE
POWER POLE W/TRANSFORMER J °' 5�6� 5$1� 5� 58.J51 P BREAK
& UNDERGROUND POWER o 5°5g w° I 58.70'-�. 11'
5
c CAP 26 LF F'1
` ` yPE FORAT D:, PIPE (IE:
5 5
58.6 58. 5 58.45
EXG 6"0 SEWER STUB (REF). POINT OF
CONNECTION TO EXG HOUSE UNKNOWN.
° 58.95
C OUT
INSTALL NEW 1" TAP & NEW 1"0 IRRIGATION\
METER PER COA STD DTL WATER-13 AND
IN -LINE IRRIGATION BACKFLOW PREVENTION
ASSEMBLY SIM TO COA WATER-06. ADDITIONAL
DETAIL PROVIDEQ.,ON IRRIGATION PLANS.
INSTALL NEW ' TAP AND 1 j" O WATER
METER PER COA STD DTL WATER-14�
�`�
INSTALL RPBA ON DOMESTIC RISERS
. . .
59.55
FOR BACKFLOW PREVENTION.
MATCH EXG GRADE
EXG 8"0 WATER
59.30
MAIN (REF)
30'
DITCH
NEW SEWER MANHOLE (#409-067). INSTALL OVER
1
l
IE=58.80
EXG MAIN AND GROUT AROUND CONNECTION. MATCH
RIM TO EXG PAVEMENT ELEVATION. (IE=544!)
SSCO SIM TO COA '
STD DTL SEWER-02
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1 INSTALL CONC CASING ALONG BREAK
WATER LINES PR DTL 9/C4
c I c
1,SSSCC_O4SIM TO
COA STD DTL
SEWER-02 59.65
(IE=54.96') 1"
CLEANOUT SIM TO C
STD DTL SEWER-02
%'
v1 I. �� Po w E R PeL C Ex sT,
. - FIRE
SPRINKLER NOTES
_ 26TH, ST NE T SPRINKLER SYSTEMS SHALL MEET COA STANDARD 7.01.5.2 AND
�lE� • ow �- - RESIDENTIAL) THE FOLLOWING REQUIREMENTS:
CEP IT' ot�A� 1 ..�.,,zdttG �4
4
o T L __
2. us 2.60!00 `--- 1. PROPOSED FIRE LINE TO BE SIZED BY A FIRE PROTECTION
OHP 5�5 .
ENGINEER.
230.00' 2. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER
a
LINES.
3 E
-
I�__. --��5� A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIR
5�e T -TEL - - - TEL POWER POLE W SFOR SPRINKLER SUPPLY LINE SHALL BE APPROVED BY THE
N 47 �5"E 20 „93'-��� -- Prr = _. � : , . -.-:.. �..- GROUND- POWER FIRE MARSHAL AND INSTALLED BY A WASHINGTON STATE
. WIRE ANCHOR :.. „
10 -� CERTIFIED LEVEL U CONTRACTOR IN ACCORDANCE WITH
6 C ONE FENCE WAC 212-80-010.
�...
5�
T18°' FIR 14» FIR
�,�� „ o 19" 4, A POST INDICATOR VALVE SHALL BE INSTALLED ON THE
28FIR o FIRE SPRINKLER SUPPLY LINE TO ISOLATE THE SYSTEM
LL
LO a ° 16" FRUIT TREE REQUIRED FOR
I o __ ,.-, FROM THE CITY'S WATER SYSTEM WHEN R Q H EU
X.._ REPAIR.
5. BLOCKING, PIPING AND RODDING DETAILS SHALL BE
29» I 5� °�6 PROVIDED WITHIN THE SUBMITTAL.
„ 27 I 0 �w ~8= --' 6. APPROVAL OF THE CIVIL PLANS DOES NOT APPROVE THE
°� I ��- ~' 6' CYCLONE FENCE INSTALLATION OF THE SPRINKLER SYSTEM SUPPLY PIPING.
EA SEen EN „
38 FRUIT TREE QUAD 25od
" x�
IN35" DECIDUOUSc�� Jg 5� I65
' � 5 �o WATER CONSTRUCTION NOTES:
TWIN �
5�� 1. ALL CONCRETE BLOCKING TO BE CONSTRUCTED PER COA STD DTL
6 LF 6 ADS POWER CABINET I CIDWATER-01.
N-12 ® 15% 5i� 2. AFIRE SPRINKLER LINE REQUIRES A SEPARATE DETAILED PLAN AND
-&TILF_ �sg I -TJLPCO-CF0IZ i�Ee- I �5' APPROVAL BY THE FIRE MARSHAL. CONTACT FIRE DEPARTMENT FOR
o� x INSTALL NEW 5 w REQUIREMENTS.
FAUCET SEGMENTAL WALL. (TYP) I z
YARD GRAIN INSTALL & SECURE Ya" INSTALL 90' DI BEND (MJXMJ) W/CONC Ix -NOTES:
��. ALUMINUM OR STAINLESS BLOCKING (SIZE PER SPRINKLER DESIGN) N z
PER DTL 1 C3 I STEEL SCREEN OVER 11 LF FIRE SPRINKLER SUPPLY DITCH „
IE-58.80 1. ALL DOWNSPOUT TIGHTLINES ARE TO BE 6 MINIMUM, HAVE A SLOPE
RIM = 59.3 i OF 6"0 PIPE LINE, (SIZE PER SPRINKLER DESIGN) I OF AT LEAST 1%, AND BE CONSTRUCTED OF SOLID WALL PVC PIPE.
57.10 N8 '50'1 23230.00
-- -___ x TOP=59.0
TOP=58.7
-- - 59.55 TOE=58.7 s TOE=58.25 �.
59.65 ' 59.55 omasT` ` w^-r6 a_ 59.65 z o
S MSTr, CV N
_ W
58 75 5�� RISER ROOM 1 Q'
8.33% SSCO � , \, �� ., o Qj
4 (IE=55.80 59.652 k; CB#3 EXswy
' o
59.25 �` R I NI =S� 65 YA DRAIN I - S CD V
59.35 '� , ' KIM = q
f% FINISHED PER DTL 1 C3 C 6 # G
59.35 `� ` RIM = 59.50 ; V
58.85 I FLOOR=59.75 �, YARD DRAIN
$, IE = 57.57 \ 4
SSCO �,, ,� � �,�� 59.55 I
(IE=55.83) SSCO 59.65 S 5 R M DT59150 3
3% 58.75 I -
'"` (IE=55.9 ftl
59.65 " 2.0' IE = 58.15
6"0 ` ` CDJ#2 INSTALL &SECURE Ya ALUMINUM OR STAINLESS
10' ,\ L YARD DRAIN I C STEEL SCREEN OVER INLET OF 6 0 PIPE
PER DTL 1 C3 OUTS
36 LF 6"0 5 DITCH IE=58.29
h\ RIM = 59.50 "
58.4559.45 \,;, ti \29 LF 6 ADS
IE = 57.39 �� ,. ADS N-12 59.55 N-12 ®0.5%
59.55 ®0.5% C
59.65 FINISHED I 8� X 6 1 TOP=58.85
59.65 FLOOR=59.75' TOE=58.2
\t
5 58.95 59 55 * ` 1 50 LF 8 ��� PVC 6-INCH DEEP & 1 FOOT
5 .05 \��� � �
59
;._ SDR-35 ®0.5% 59.55 WIDE LANDSCAPING RUNOFF .65 59.55e� \
CONVEYANCE DITCH (MIN
'* I SLOPE=0.5%), TYP
65 LF 6 0 ADS
SSCO N-12 n 0.5% 12 LF f
L64 �-168 LF 8"0 CB 1 CLEANOUT 57 LF 60 S (IE=55.51) t" '4
PVC SDR-35 YARD"'DRAIN N-122 ® 0. % CLEANOUT 10' WATERLINE SPRINKLER SUP
°g5 ® 0.5% 59.65 l+4 10 EASEMENT LINE SIZE I
PER DTL 1 C3 CLEANOUT$Xg WyE 59.65 REC. NO. 3832556
59.65 59 55� -- -- (1) 8" TEE (FLxFLxFL) W/CONC BLOCKING I cppiNki P"R nFci
RIM = 59.3
IE = 57.10 FINISHED
�1
UTILITY
CROSSING
PLAN
1 1 = 30'
�I
A 4 - -r -
INSTALL CONC CASING ALONG NEW59-
SEWER LINE SIM_?D___DTL 9/C4
5 DITCH IE=58.50
N-12
-ENCE 50� n S89'50'16" n230.00' DITCH
58.86 ° E=58.11
58.53 �6
0�
58.67
ALL &SECURE Ya" ALUMINUM OR STAINLESS
STEEL SCREEN OVER INLET OF 6"0 PIPE
-- - 6'CYCL6NEXFENCE X
f-I X X WOOD r FEN`CEX
Drafter Name: A. PAUL I Plot Date: JUL 30 2009 11:03:41 1 Last Modified Date: JUL 30 2009 10:26:35 1 Submittal: REVISION 4
��ff
TOP-0 8.6 YARD��DRAIN WOOD fFENCEX C B 5 Y'
TQE=58.1 PER DTL 1 C3 YARD DRAIN
RIM = 59.55 PER DTL 1 C
�g IE = 57.64 °�g� RIM = 59.50
-� A �1�. gf58,90'. a t . ��IE = 57.82
a
DOWNSPOUT
(SIZE BRANCH PER SPRINKLER DESIGN)
CONVEYANCE PIPE
(1) 8%8%6" TEE (FLxFLxFL)
DITCH IE=58.66
W/CONC BLOCKING
(1) 8"0 GATE VALVE (COA#6783) (FLxMJ)
(1) 6"0 GATE VALVE (FLxMJ)
1 DITCH IE=58.66
(1) GATE VALVE (SIZE
TOP-59.0
PER SPRINKLER DESIGN)
TOE=58.25
(2) 8"0 DI NIPPLES
W
(1) 8"0 DI COUPLING
XXz h`b�
J
I� •
I0
GRADING. DRAINAGE & UTILITIES PLAN
UTILITY CROSSING TABLE
CITY BACKFLOW PREVENTION
CONSTRUCTION NOTES
BACKFLOW PREVENTION DEVICES MEET THE FOLLOWING REQUIREMENTS:
1. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES SHALL COMPLY WITH THE CITY'S
TECHNICAL MEMO INSTALLATION REQUIREMENTS FOR BACKFLOW PREVENTION
ASSEMBLIES.
2. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES WILL REQUIRE A BACKFLOW
ASSEMBLY PLUMBING PERMIT.
3. BACKFLOW PREVENTION ASSEMBLY SHALL BE ON THE CURRENT WASHINGTON STATE
DEPARTMENT OF HEALTH LIST OF APPROVED BACKFLOW ASSEMBLIES.
4. BACKFLOW PREVENTION ASSEMBLIES SHALL BE TESTED BY A STATE CERTIFIED
BACKFLOW ASSEMBLY TESTER AND INSPECTED BY A CITY OF AUBURN CROSS
CONNECTION CONTROL SPECIALIST.
5. PRIOR TO INSTALLATION, 4 SETS OF BACKFLOW PREVENTION ASSEMBLY PLANS SHALL
BE SUBMITTED TO THE CITY FOR APPROVAL BY A CROSS CONNECTION CONTROL
SPECIALIST. THE CROSS CONNECTION SPECIALIST CAN BE REACHED AT (253)
288-3169 OR (253) 931-3064.
WATER MAIN
PREVENTING REVERSE FLOW
PRIOR TO BEGINNING THE WATER MAIN INSTALLATION THE CONTRACTOR SHALL PREPARE A PLAN
SHOWING THE INTENDED METHOD, IN DETAIL THAT WILL BE INCORPORATED TO INSURE THE
PREVENTION OF REVERSE FLOW FROM ENTERING THE EXISTING DISTRIBUTION SYSTEM. THE
PLAN SHALL MEET THE REQUIREMENTS OF WAC 246-290-490.
THE CONTRACTOR SHALL CONSIDER THIS PLAN AS A SUBMITTAL, AND SUBMIT IT PER THE
SPECIFICATION PROVIDED IN SECTION 1-06 (SUBMITTALS). THE ENGINEER MUST APPROVE
THIS PLAN PRIOR TO THE CONTRACTOR STARTING WORK ON THE WATER MAIN.
YARD DRAIN
C3 NTS
INSTALL 90' DI BEND W/CONC BLOCKING
(SIZE PER SPRINKLER DESIGN)
FIRE SUPPLY CONNECTIONS
1 = 10
MATCH RIM ELEV.
TO FINISHED GRADE
OUT A HOLE IN
BETE PIPE LARGE
,H TO ACCOMMODATE
PIPE. PATCH W/NON-
SHRINK GROUT
- 4!' FIvC SPIRt t+! KLe?
LU 14 6
2 1/Z DOMesST/c-
wA'rF9.
INSTALL 90' DI BEND
(MJXMJ) W/CONC
BLOCKING (SIZE PER
SPRINKLER DESIGN)
INSTALL 6"0
UL/FM-APPROVED FIRE
c DEPT CONNECTION PER
COA STD DTL WATER-05
Dc.
�- INSTALL FH (COA#4197)
PER COA STD DTL
O' WATER-07
1`7 LF FIRE SPRINKLER
SUPPLY LINE (SIZE PER
SPRINKLER DESIGN)
CROSSING
NUMBER
UTILITY
PIPE
MATERIAL
SIZE
(IN.)
OUTSIDE
DIAMETER (IN.)
INVERT
ELEVATION (FT.)
UTILITY
PIPE
MATERIAL
SIZE
(IN.)
OUTSIDE
DIAMETER (IN.)
INVERT
ELEVATION (FT.)
SEPARATION
(FT.)
RS TE
An
._..,__
WATER._
-DF EEASS --&2
8
--9.05
61.18-
SEWER
-GWRE
.
W3
WATER
PVC SDR-21
1.5
1.90
3•'1.97
STORM
CONCRETE
30
37.00
1.00
W4
WATER
PVC SDR-21
1.5
1.90
-81-97
SEWER
CONCRETE
8
10.50
-64-. • �'¢ 3
2.57
o
PVC-SDR-21
1
1.90
55.94
STORM
_
W9
WATER
DI CLASS 52
6
6.90
51.18
STORM
CONCRETE
30
37.00
52.91
1.15
W10
WATER
DI CLASS 52
6
6.90
51.18
SEWER
CONCRETE
8
10.50
54.93
3.17
W11
WATER
DI CLASS 52
6
6.90
55.30
STORM
ADS N-12
6
6.92
57.55
1.67
S1
SEWER
PVC SDR-35
6
6.28
54.92
STORM
ADS N-12
6
6.92
57.44
2.00
S2
SEWER
PVC SDR-35
8
8.40
55.20
STORM
ADS N-12
6
6.92
57.12
1.22
S3
SEWER
PVC SDR-35
1 8
8.40
1 55.51
STORM
ADS N-12
6
6.92
57.42
1.21
S4
SEWER
PVC SDR-35
1 8
8.40
1 55.63
STORM
ADS N-12
6
6.92
57.50
1.17
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND
THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY
CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT
GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC.
TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
R'S CONSTRUCTION RECORDS.
-z4
BY- - DATE: 4 f IO
TITLE/POSITION:
CONFIRMED BY CITY: L--ell%l DATE:
PROJECT REF: FAC08-0024 9� '7-30Zo f
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S
ENGINEERING DIVISION REQUIREMENTS
APPROVED BY: J,
DATE APPROVED:
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DATE 09.11.08
DRAWN KWT
CHECKED AEP
JOB NO. 08105
SHEET NO.
C 3
SHEET 3 OF 7
/Q pa016
BASE COMPACTION PROCEDURE
1. PROOF -ROLL THE EXISTING GRAVEL TO VERIFY A MINIMUM CBR OF 10.
2. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST
12 INCHES. FILL THE EXCAVATION WITH BASE COURSE GRAVEL
(LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM.
3. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10.
GRADE 1" DOWN
CONCRETE CURB WHERE SHOWN FROM TOP OF
1 /2" 5 1 /2" 1 /2" ,PAVING
2" CLASS "B"
A.C. PAVING �
SLOPE PROVIDE 1'-0" LEVEL AREA
D- WHERE GRADE SLOPES
SUBGRADE SOIL.
4 OZ NON -WOVEN FILTER FABRIC -
BROUGHT UP TO TOP OF CONTROL
JOINT BETWEEN IMPERVIOUS &
PERVIOUS CONC. (ALL AROUND)
�i7/7/777/77T,_.DOWNWARD OUTSIDE OF PAVING
2" LEVELING TOP
COURSE COMPACTED TO
95% PROCTOR
4" CRUSHED ROCK BASE
TO BE PROOF -ROLLED
PER BASE COMPACTION PROCEDURE NOTES
ALT PAVING SECTION
4" CONC WALKWAY
EXPANSION JOINT (20'oc)
DUMMY JOINT (10'oc)
�°a" CHAMFERco 1/,4; 12 SLOPE
A.C. PAVING
SLOPE VARIES
WHERE OCCURS a a d a d a _ III
(2) #4 CONT.
�I I 6" 12" MIN. CLASS "A" FILL
F COMPACT TO 95%
- CONCRETE SHALL HAVE 28-DAY - REINFORCING SHALL BE PER
COMPRESSIVE STRENGTH OF 3000 PSI ASTM A-615, GRADE 60
AND 5% AIR ENTRAINMENT
2 SIDEWALK
C4 NTS
#4 EW @ 12"oc
CONTROL JOINT PER
CONCRETE PAVEMENT PER CONSTRUCTION NOTE 2
CONSTRUCTION NOTE 3 CONCRETE PAVEMENT PER
c
PERVIOUS CONCRETE, SIDEWALK, CONSTRUCTION NOTE 3
BLDG FOUNDATI N, OR
SUB -GRADE SOl
° 4 ° 00°O° O°O°O°O°O
0000 0 0 0 0 0 0
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11 CO
d 0000 00 OOOOO 00
_ a �
4oz NON -WOVEN SEPARATE SHEET OF 4 OZ
FILTER FABRIC 6 NTS NON -WOVEN FILTER FABRIC
1" TO 3/4" CLEAN ROCK CONFORMING UNDER PERVIOUS PUMT.
TO WSDOT SPEC 9-03.12(5) LIGHTLY COMPACTED SUB -GRADE TO BE
TO 85% OF ITS MAX DRY DENSITY PREPARED PER SUB -GRADE
IN 2 TO 3 LIFTS COMPACTION PROCEDURE
NOTES THIS SHEET
ATYPICAL PERIMETER JOINT AT BUILDING EDGE
NTS
4 OZ NON -WOVEN FILTER FABRIC -
BROUGHT UP TO TOP OF PERIMETER
JOINT BETWEEN NEW CONCRETE
PAVEMENT AND ASPHALT PAVEMENT
CONCRETE PAVEMENT PER
7
CONSTRUCTION NOTE 3
G Q. O
a a a
4
VPII\ILJ `Iv
6'
1" TO 3/4" CLEAN ROCK CONFORMING
TO WSDOT SPEC 9-03.12(5) LIGHTLY
COMPACTED TO 85% OF ITS MAX DRY
DENSITY IN 2" TO 3" LIFTS
TRUNCATED DOMES
PER DTL THIS SHEET
TYPICAL PERIMETE
NTS
6" CONC CURB
1 %3"WIDE GROOVE WITH
RUBBER ASPHALT FILLER
ASPHALT
PAVEMENT
`'-- 4oz NON -WOVEN
FILTER FABRIC
SUB -GRADE TO BE PREPARED
PER SUB -GRADE COMPACTION
PROCEDURE NOTES THIS SHEET
IT ASPHALT PAVEMENT
2'
o o o o o o o o o o
d'
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o o o o o 0 o o o o
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.
...:.:.:.:.
PAVEMENT
PER PLANS
MIN.
MAX.
A
1 5/8"
2 3/8"
B
5/8"
1 1 /2"
C
7/16"
3/4"
D
7/8"
1 7/16"
1" TO 3/4" CLEAN ROCK CONFORMING
TO WSDOT SPEC 9-03.12(5) LIGHTLY
COMPACTED TO 85% OF ITS MAX DRY
DENSITY IN 2" TO 3" LIFTS
5 TYPICAL LONGITUC
C4 NTS
0
ELEV=57.10
VERIFY
1'-0" MIN STAINLESS STEEL
4FASTENERS
WHITE LETTERS & SYMBOL
1 ON BLUE BACKGROUND
Z
Z w�
> PARKING ONLY METAL SIGN, BOLT TO
STEEL PIPE POST
Or
VAN ACCESSIBLE
C) ADDITIONAL SIGN AT VAN ACCESSIBLE
PARKING SPACES ONLY
� o GRADE
LO
1" CONC 1Y" GALVANIZED SCHEDULE 40
WASH STEEL PIPE W/CAP
4 ° dl
o� NOTES:
st
°' 1. SIGN TO BE PER LOCAL
JURISDICTION REQUIREMENTS.
`1'/ VERIFY SIZE, SHAPE & VERBAGE
2. PROVIDE SIGN AT EACH
HANDICAPPED PARKING STALL.
8" DIAMETER
CONCRETE FOOTING
3 ACCESSIBLE PARKING SIGN
C4 NTS
1/4"x2" SAWCUT; FILL WITH
SEALANT (PLACE BOND BREAKER
TAPE AT BOTTOM OF SAWCUT
PRIOR TO PLACING SEALANT)
L CONSTRUCTION JOINT
US CONCRETE
SLOPE
PER PLANS
D
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 000000 0 0 0 0 0 0000000 0 0 0
0 00
0 0 0 0 00 0 0
0 0 0 0 0 0 0000 0 0 0
00000000 0 0 0 0 0 0 0 0 0 0 0 0 0
0°O°O°OO°O°O°°00000000000000000
/-SECURE/ BURY
FILTER FABRIC
BEHIND UPPER
EDGE OF PERVIOUS
PAVEMENT
-4 OZ NON -WOVEN
FILTER FABRIC ALL
AROUND
1" TO 3/4" CLEAN ROCK CONFORMING SUB -GRADE TO BE
TO WSDOT SPEC 9-03.12(5) LIGHTLY COMPACTED PREPARED PER SUB -GRADE
TO 85% OF ITS MAX DRY DENSITY COMPACTION PROCEDURE
IN 2" TO 3" LIFTS NOTES THIS SHEET
MAXIMUM SEASONAL GROUNDWATER DESIGN
ELEVATION AT 54.1' (PER PANGEO INCORPORATED)
TYPICAL PERVIOUS PAVEMENT EDGE JOINT
NTS
DETECTABLE WARNING PATTERN AREA
SHALL BE YELLOW, IN COMPLIANCE
WITH WSDOT STD. SPEC. 8-14.3(3) BACKFILL PER CITY STD
fA DTLS AS SPECIFIED ON
I B I THIS SET OF PLANS.
I , I I
Al I 1
--� D- + o
TRUNCATED DOMES DETAIL
8 CURB RAMP
C4 NTS
\\STORAGE\Data\2008\08105\Civil\C4-105.dwg Drafter Name: A. PAUL Plot Date: JUL 30 2009 11:04:01 Last Modified Date: JUL 30 2009 10:27:42 Submittal: REVISION 4
SECTION A/C7
PERVIOUS CONCRETE PAVEMENT NOTES-
Q
CERTIFICATION STANDARDS
U
EACH APPLICANT MUST CARRY A CURRENT ACI CERTIFICATION AS FLATWORK TECHNICIAN OR FLATWORK FINISHER.
EACH APPLICANT MUST TAKE AND PASS A PROFICIENCY EXAM DEMONSTRATING A THOROUGH KNOWLEDGE OF PORTLAND CEMENT PERVIOUS PAVING. THE EXAM SHALL BE GIVEN ANNUALLY AT A TIME AND
V)
PLACE SET BY PCPA.
oo
Fk-n
Z
FOR PCPA CERTIFICATION, EACH APPLICANT MUST SUBMIT A MINIMUM OF THREE (3) PROJECTS, TOTALING 100,000 SQUARE FEET INSTALLED WITHIN AN EIGHTEEN MONTH PERIOD OF TIME, SAID INSTALLATIONS
V
Q
HAVING BEEN EXAMINED AND CERTIFIED TO BE PCPA COMPLIANT.
_j
00
TEN PERCENT OF EACH CREW MUST ALSO BE CURRENTLY ACI CERTIFIED FLATWORK TECHNICIANS OR FLATWORK FINISHERS. INDIVIDUAL CREW MEMBER PCPA CERTIFICATIONS ARE DESIRABLE.
0
N
00
V
CD rn
INSTALLATION CREWS SHALL HAVE A MINIMUM OF 10% CURRENT ACI CERTIFIED FLATWORK TECHNICIANS AND/OR FINISHERS. CERTIFIED PORTLAND CEMENT PERVIOUS INSTALLATION CREWS. PRIOR TO AWARD
O
w
OF THE CONTRACT, THE PLACING CONTRACTOR SHALL FURNISH OWNER/ENGINEER/ARCHITECT A STATEMENT ATTESTING TO QUALIFICATIONS AND EXPERIENCE TO THE FOLLOWING: A MINIMUM OF TWO (2)
W
LO
COMPLETED PCPA CERTIFIABLE PROJECTS -HAVING LESS THAN 2% RAVELING* AND/OR CONSOLIDATION AND WELL DRAINING
Z
o
(A MINIMUM OF 40,000 S.F. TOTAL) WITH ADDRESSES. IN -SITU PAVEMENT TEST RESULTS INCLUDING VOID CONTENT , UNLESS PCPA EXEMPT. SAMPLE OF PRODUCT (IE., CORE, TEST PANEL, OR SAMPLE FROM
A PREVIOUS PLACEMENT) IF THE PLACING CONTRACTOR HAS INSUFFICIENT EXPERIENCE WITH PORTLAND CEMENT PERVIOUS CONCRETE PAVEMENT, RETAINING AN EXPERIENCED CONSULTANT (SUCH AS DAVE
W
3
FRENTRESS, GLACIER NW, DFRENTRESS@GLACIERNW.COM TO MONITOR PRODUCTION, HANDLING, AND PLACEMENT OPERATIONS, EVEN AT THE PLACING CONTRACTOR'S EXPENSE, IS PROBLEMATIC, AT BEST, AND
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CANNOT COMPENSATE FOR THE LACK OF PROPER PERVIOUS EXPERIENCE AND/OR TECHNICAL KNOWLEDGE NECESSARY TO A SUCCESSFUL INSTALLATION.
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CONCRETE MIX DESIGN
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CONTRACTOR SHALL FURNISH A PROPOSED MIX DESIGN WITH PROPORTIONS OF MATERIALS TO OWNER OR AGENT PRIOR TO COMMENCEMENT OF WORK. PORTLAND CEMENT TYPE I OR II CONFORMING TO
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ASTM C 150 OR PORTLAND CEMENT TYPE IP OR IS CONFORMING TO ASTM C 595. USE N0. 8 COARSE AGGREGATE (3/8 TO N0. 16) PER ASTM C 33; OR N0. 89 COARSE AGGREGATE (3/8 TO NO 50)
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PER ASTM D 448. IF OTHER GRADATION OF AGGREGATE IS TO BE USED, SUBMIT DATA ON PROPOSED MATERIAL TO OWNER FOR APPROVAL. ADMIXTURES CAN BE TYPE A WATER REDUCING ADMIXTURES -
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ASTM C 494, TYPE B RETARDING - ASTM C 494, AND TYPE D WATER REDUCING/RETARDIN - ASTM C 494. ALSO, A HYDRATION STABILIZER CAN BE UTILIZED AND IS RECOMMENDED IN THE DESIGN AND
PRODUCTION OF PERVIOUS CONCRETE. THIS STABILIZER SUSPENDS CEMENT HYDRATION BY FORMING A PROTECTIVE BARRIER AROUND THE CEMENTITIOUS PARTICLES, WHICH DELAYS THE PARTICLES FROM
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ACHIEVING INITIAL SET. THE ADMIXTURE'S PRIMARY FUNCTION SHOULD BE AS A HYDRATION STABILIZER; HOWEVER, IT MUST ALSO MEET THE REQUIREMENTS OF ASTM C 494 TYPE B RETARDING OR TYPE D
CDWATER
REDUCING/RETARDING ADMIXTURES. FOR PAVEMENTS SUBJECTED TO VEHICULAR TRAFFIC LOADING, THE TOTAL CEMENTITIOUS MATERIAL SHALL NOT BE LESS THAN 600 POUNDS PER CUBIC YARD. THE
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VOLUME OF AGGREGATE PER CUBIC YARD SHALL BE EQUAL TO 27 CUBIC FEET, WHEN CALCULATED AS A FUNCTION OF THE UNIT WEIGHT DETERMINED IN ACCORDANCE WITH ASTM C 29 JIGGING PROCEDURE.
AGGREGATE SHOULD BE WASHED; FINE AGGREGATE SHOULD NOT BE USED. MIX WATER SHALL BE SUCH THAT CEMENT PASTE DISPLAYS A WET, METALLIC SHEEN, WITHOUT CAUSING THE PASTE TO FLOW FROM
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SUB -GRADE COMPACTION PROCEDURES
THE AGGREGATE, (MIX WATER YIELDING A CEMENT PASTE WITH A DULL -DRY APPEARANCE HAS INSUFFICIENT WATER FOR HYDRATION.) INSUFFICIENT WATER RESULTS IN INCONSISTENCY IN THE MIX AND POOR
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BOND STRENGTH. HIGH WATER CONTENT RESULTS IN THE PASTE SEALING THE VOID SYSTEM PRIMARILY AT THE BOTTOM AND POOR SURFACE BOND.
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1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF CLEAN ROCK. (IN
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AREAS WHERE THE EXPOSED SOILS AT THE BOTTOM OF THE
PLACING AND FINISHING EOUIPMENT
-'
PROPOSED INFILTRATION BED ARE THE SHALLOW SILTY MATERIALS
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IDENTIFIED IN THE GEOTECHNICAL REPORT PREPARED BY PANGEO,
THE CONTRACTOR SHALL PROVIDE MECHANICAL EQUIPMENT OF EITHER SLIPFORM OR FORM RIDING WITH A FOLLOWING COMPACTIVE UNIT THAT WILL PROVIDE A MINIMUM OF TEN (10) PSI VERTICAL FORCE. THE
=
EXCAVATION SHALL BE CONTINUED UNTIL THE NATIVE SANDY SOIL IS
PERVIOUS CONCRETE PAVEMENT WILL BE PLACED TO THE REQUIRED CROSS SECTION AND SHALL NOT DEVIATE MORE THAN 1 /2+- INCH IN TEN (10) FEET FROM PROFILE GRADE. A FULL WIDTH ROLLER OR
W
ENCOUNTERED. THE EXCAVATION SHALL THEN BE BACKFILLED WITH
OTHER FULL WIDTH COMPACTION DEVICE THAT PROVIDES SUFFICIENT COMPACTIVE EFFORT SHALL BE USED IMMEDIATELY FOLLOWING STRIKE -OFF OPERATION. AFTER MECHANICAL OR OTHER APPROVED
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ON -SITE NATIVE SAND OR IMPORTED FREE -DRAINING GRANULAR
STRIKE -OFF AND COMPACTION OPERATION, NO OTHER FINISHING OPERATION, ASIDE FROM CONTRACTION JOINTING, MINOR BACKFILLING AND FINISH ROLLING SHALL BE ALLOWED. IF VIBRATION, INTERNAL OR
("-
MATERIAL TO THE DESIGN ELEVATION AT THE BOTTOM OF THE CLEAN
SURFACE APPLIED, IS USED, IT SHALL BE SHUT OFF IMMEDIATELY WHEN FORWARD PROGRESS IS HALTED FOR ANY REASON. PLACEMENT SHALL BE A MAXIMUM OF FIFTEEN (15) FEET WIDE.
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TESTING GUIDELINES
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2. PROOF -ROLL SUB -GRADE SOIL WITH EITHER A PNEUMATIC TIRED
ROLLER OR SINGLE AXLE LOADED DUMP TRUCK. PROOF ROLL AT 2
PRIMARY TESTING OF PERVIOUS CONCRETE IS FOR VOIDS. ACTUAL VOID CAPACITY, WITH ONE QUARTER TO THREE -EIGHT INCH WASHED AGGREGATE, IS TWELVE TO SIXTEEN PER CENT. ►F HEAVY USE IS A
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to
TO 4 MPH. IDENTIFIED SOFT SPOTS ARE TO BE REPAIRED PER NOTE
CONSIDERATION, GRANITE MAY BE A MORE APPROPRIATE CHOICE. IF FINISHED SURFACE IS COMPLIANT WITH PCPA INSPECTION STANDARDS - LESS THAN 2% RAVELING AND/OR CONSOLIDATION - A HOSE
3 BELOW. PRIOR TO PROOF ROLL, CONTRACTOR MAY LIGHTLY
TEST MAY OBVIATE THE NEED FOR CORE TESTS, PROVIDING THE SURFACE APPEARS TO READILY ABSORB THE WATER FLOW WITH MINIMUM SPREAD, AND CONTRACTOR HAS A PROVEN HISTORY OF QUALITY
^
^
COMPACT SUB -GRADE TO 85% STD. PROCTOR TO HELP PROOF -ROLL
(PCPA STANDARD COMPLIANT) PERVIOUS CONCRETE INSTALLATIONS.
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RESULTS W/O EFFECTING SOIL PERMEABILITY.
UNIT WEIGHT TESTING IS FUNCTIONAL ONLY WITHIN THE PARAMETERS OF EACH LOAD'S PLACEMENTS, BECAUSE TEMPERATURE, WIND, HUMIDITY, CEMENT OR STONE CHARACTERISTICS TEND TO BE CONSTANT
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TER SHA BE OVER EXCAVATED AT LEAST 12
VARIABLES REQUIRING DESIGN MIX TO BE CHANGED AS FREQUENTLY AS FROM ONE TRUCKLOAD TO THE NEXT
3. SOFT SPOT ENCOUN ED LL -
,
INCHES. FILL EXCAVATION WITH CLEAN ROCK OR BALLAST PER
WSDOT STD SPEC. 9-03.12 (5) OR 9-03.9 (1) & (2). COMPACT TC
A MINIMUM OF AT LEAST ONE TEST PANEL, TWO HUNDRED FIFTY (250) SQUARE FEET IN SIZE EACH, SHOULD BE DONE IN ADVANCE OF INSTALLATION TO DETERMINE CONTRACTOR'S ABILITY TO COMPLETE THE
90% STD PROCTOR.
ENTIRE INSTALLATION IN A PROFESSIONAL, WORKMANLIKE MANNER. PANELS ARE GENERALLY NOT NECESSARY FOR PCPA CERTIFIED CONTRACTORS, OR CONTRACTORS WHO HAVE INSTALLED MORE THAN 100,000
SQUARE FEET OF PERVIOUS CONCRETE WITHIN EIGHTEEN MONTHS PRIOR TO INSTALLATION, AND SAID INSTALLATIONS ARE CERTIFIED TO BE COMPLIANT WITH PCPA INSPECTION STANDARDS.
4. BUILDING AND DEMO EXCAVATION SHALL BE FILLED WITH CLEAN
ROCK OR BALLAST PER WSDOT STD SPEC. 9-03.12 (5) OR 9-03.9
A MINIMUM OF TEN (10) PERCENT OF THE INSTALLATION CREW HOLD CURRENT AMERICAN CONCRETE INSTITUTE CERTIFICATIONS AS FLATWORK TECHNICIANS AND/OR FINISHERS CARDS.
(1) & (2). IF CLEAN NATIVE SOIL IS AVAILABLE ON SITE IT MAY BE
USED PER THE DIRECTION OF THE OWNERS REP. COMPACT TO 90%
PEC110N STANDARDS
STD PROCTOR.
SURFACE MUST HAVE LESS THAN TWO (2) PERCENT TOTAL RAVELING AND/OR CONSOLIDATION. ANYTHING GREATER SHALL CALL FOR REMOVAL AND REPLACEMENT.
JOINT CONSTRUCTION NOTES:
CONTRACTION JOINTS SHALL BE INSTALLED IN WET OR DRY CONCRETE, MINIMALLY EVERY 20 FEET, BUT CAN BE INSTALLED PER ACI RECOMMENDED THIRTY-SIX TIMES THE DEPTH, BUT NOT TO EXCEED
THEIR ONE AND A HALF TIMES WIDTH RULE. ALL RADII SHALL HAVE ACI STANDARD CONTRACTION/TRANSVERSE JOINTING. ISOLATED CONTROL JOINTS SHOULD BE USED AROUND PERMANENT STRUCTURES,
1. JOINT SEALANTS FOR SAWED CONSTRUCTION JOINTS: JOINT SEALANTS
BETWEEN ABUTTING PERVIOUS AND ANYTHING ELSE OF SIGNIFICANTLY DIFFERING COEFFICIENT OF EXPANSION. THEY ARE GENERALLY NOT REQUIRED BETWEEN PERVIOUS CONCRETE AND CONVENTIONAL
SHALL MEET THE REQUIREMENTS OF AASHTO M173 CONCRETE JOINT
CONCRETE CURBING.
SEALER, HOT POUR ELASTIC TYPE.
2. JOINT SEALANT FOR OTHER CONCRETE CONTROL JOINTS: JOINTS
HOSE TESTING TO DETERMINE WATER ABSORPTION CAPABILITIES IS SIMPLE. TURN THE WATER ON, TO A FULL STREAM AT AMBIENT (40 TO 60PSI) PRESSURE, HOLDING IT APPROXIMATELY 30" FROM THE
SHALL HAVE A 3/4" THICK PRE MOLDED FILLER CONFORMING TO
SURFACE; ONCE THE WATER HITS THE SURFACE, WATCH HOW FAR IT TRAVELS BEFORE IT DISAPPEARS INTO THE CONCRETE; IF THE SURFACE IS RELATIVELY FLAT, TWO FEET IS GREAT, FOUR FEET IS GOOD; A
THE INDICATE A RTAIN AMOUNT OF CONSOLIDATION AND A CORE SAMPLE MAY BE DESIRABLE TO DETERMINE VOID STRUCTURE. ANOTHER MORE SCIENTIFIC FIELD TEST
SIX FOOT SPREAD ON E LEVEL MAY CERTAIN 0 ,
THE SPECIFICATIONS FOR "PRE FORMED EXPANSION JOINT FOR
WOULD BE TO USE A MEASURED WATER SOURCE AND TIME THE RATE OF FLOW INTO THE SLAB AND MEASURE THE FOR EXAMPLE, 30 GALLONS A MINUTE WITH A FOUR SQUARE FOOT SPREAD IS
CONCRETE PAVING AND STRUCTURE CONSTRUCTION" AASHTO M213
EXCELLENT. A STANDARD PERCOLATION TEST WOULD WORK, TOO, ALTHOUGH SOMETIMES THE DRAINAGE CAPABILITIES OF PERVIOUSSPREAD; EXCEED THE MEASURABLE CAPACITY.
EXCEPT THE REQUIREMENT FOR WATER ABSORPTION, WHICH IS
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DELETED. THE JOINT ABOVE THE FILLER SHALL BE SEALED WITH A
MAINTENANCE STANDARDS
TWO-PART URETHANE JOINT SEALER CONFORMING TO ASTM C920
FOR USE IN VEHICLE TRAFFIC AREA. DIMENSIONS OF SEALER SHALL
CLOGGING IS MAINLY A MATTER OF DESIGN. IF STORMWATER FROM OUTSIDE OF THE PARKING LOT FLOW ACROSS, INTRODUCING FINES INTO THE SYSTEM, SOME CLOGGING CAN OCCUR IN THE VICINITY OF
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BE IN ACCORDANCE WITH THE SEALER MANUFACTURER'S
THE FLOW. AREAS OF THE PAVEMENT NOT EXPOSED TO THIS FLOW WILL REMAIN UNCLOGGED, RESULTING IN THE "AVERAGE" PERFORMANCE OF THE ENTIRE PARKING LOT TO REMAIN GOOD. IF THE PARKING
RECOMMENDATIONS.
LOT IS DESIGNED TO TAKE CARE OF THE RAIN THAT FALLS DIRECTLY ON IT'S SURFACE, THE ONLY SOURCE OF FINES WILL BE WIND BLOWN OR TRACKED IN ON VEHICLE TIRES. CORING STUDIES IN FLORIDA
INDICATED THAT, ON WELL -DESIGNED PERVIOUS CONCRETE PARKING LOTS, LESS THAN 10% LOSS OF INTERNAL VOLUME HAS OCCURRED DUE TO INFILTRATION OF FINES AFTER 12 YEARS. SWEEPING,
3, CLASS A (3/4") AIR ENTRAINED PORTLAND CEMENT CONCRETE WITH
BLOWING, VACUUMING AND OTHER NORMAL METHODS OF MAINTAINING PARKING LOTS ARE IMPORTANT IN MINIMIZING THE MATERIALS AVAILABLE TO CLOG PERVIOUS CONCRETE PAVEMENTS. LANDSCAPE
COMPRESSIVE STRENGTH OF 3000 PSI WITHIN 4 DAYS SEE TYPICAL
MAINTENANCE PERSONNEL SHOULD BE CAUTIONED TO AVOID INTRODUCING FINE MATERIALS ONTO THE SURFACE OF PERVIOUS CONCRETE PAVEMENTS. TESTS IN FLORIDA INDICATE THAT THE PERVIOUS
CONCRETE PAVEMENT SECTION THIS SHEET FOR REINFORCEMENT.
CONCRETE PAVEMENTS CAN BE VACUUMED OR PRESSURE WASHED TO REMOVE FINES. THE NORTHWEST MAINTENANCE REMOVAL OF FIR NEEDLES, LEAVES, ETC. IS BEST DONE WITH A BLOWER; HAVE THE
MATERIAL COLLECTED OFF THE PERVIOUS PAVEMENT, IF POSSIBLE. BE SURE GROUNDS PERSONNEL ARE TRAINED TO BAG GRASS CLIPPINGS INSTEAD OF BLOWING THEM ONTO A PERVIOUS SURFACE. BE
SURE OTHER TRADES KNOW WHAT THE PERVIOUS SURFACES DO, AND EDUCATE THEM ON MAINTENANCE. SUB -CONTRACTORS HAVE DUMPED LOADS OF BARK, FERTILIZER, DIRT, SAND, ETC. ONTO PERVIOUS
PAVEMENTS -NOT A GOOD PRACTICE! IF THERE ARE ROOF DRAINS HEADING TO PERVIOUS SURFACES, PLACE A CATCH BARREL BENEATH THEM TO FILTER OUT FINES AND DEBRIS. THE PERVIOUS SURFACES
CAN USUALLY HANDLE THE WATER VOLUME, BUT WE WANT TO AVOID THE SUSPENDED FINES. IF THESE IS NO LEAVES, NEEDLES, DEBRIS, ETC. ON THOSE ROOF SURFACES, THIS IS NOT SUCH A CRITICAL
PAVEMENT PATCH AND
ISSUE.
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TRENCHING PER CITY
5' NEW CONC S/W 62'
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DTLS AS SPECIFIED ON
_ ..._.._.,_ THIS SET OF PLANS.
,,,, ,-- PERVIOUS CONCRETE - prWiN is rrnnirRpTF
(If
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L/2 L/2
GRAVIT SEWER PIPE
PIPE INVERT
THE NEW WATER MAIN MUST
BE INSTALLED SO AS TO BE
CENTERED BETWEEN JOINTS
° OF THE EXG SEWER MAIN AT
THE POINT OF CROSSING.
a.
L-ENCASE NEW WATER PIPE WITH CONC AS J
SHOWN. CONCRETE ENCASEMENT MUST END
WHERE NECESSARY TO ENSURE THAT JOINTS
ARE NOT ENCASED.
/"_q� UTILITY CROSSING DETAIL
C� NTS
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100-YEAR MAXIMUM RETENTION WATER
SURFACE ELEVATION @ 57.93'
�- CLEAN ROCK FOR
10 TYPICAL PARKING LOT SECTION PERLDTLINFILTRATION BED PREPARED
NTS
MAXIMUM SEASONAL GROUNDWATER DESIGN
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LIONAL E�'
WIDTH PER STD
SPECIFICATIONS
ELEVATION AT 54.1' (PER PANGEO INCORPORATED)
DATE 09.11.08
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
ONSTRUCTION RECORDS.
PROJECT REF: FAC08-0024 ��S ? � ��9,
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'$
ENGINEERING DIVISION REQUIREMENTS
DRAWN
KWT
CHECKED AEP
THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY
CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT
GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC.
TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
BY; _ DATE: A/�k
TITLE/POSITION: C0 1AeArAf /L. .
ry,
CONFIRMED BY CITY: DATE:
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APPROVED BY:
DATE APPROVED:
JOB No. 08105
SHEET NO.
C4
SHEET 4 OF 7
l 0 D z0/6
DECIDUOUS TREE
#1 CHAINLOCK, LOCK
4 STAPLE TO STAKE
(2) 2x2 FIR STAKES
DRIVEN TO REFUSAL
SET PLUMB $ IN LINE
2" LAYER BARK MULCH
2" 015HED EDGE
PULL BACK BURLAP
AND REMOVE WiRE
BASKET
50/50 TOPSOIL/
NATIVE 501L MIX
NT PIT 3 TIMES
)TBALL DiAM. AT TOP
I ►^ilc:E AT BOTTOM
TREE STAK I NC, DETAIL
N.T.5.
CD
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Pk
NT PIT 3 TIMES
>TBALL DIAM. AT TOP
:E AT BOTTOM
2" LAYER BARK
2" 015HED EDGE
FOLD BACK TOP
THIRD OF BURLAP
50/50 TOPSOIL/
NATIVE 501L MIX
SHRUB PLANTING DETAIL
N.T.5.
INS CID 1 /01 1 X') I �N GD I AY11141 '1
ENCL
GARB
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12 1 i3 1 14
PARCEL NUMBER
5125400355
��. PERVIOUS
CONCRETE ---�
1:
6 I 7
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CD
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PLANT PIT 5 TIMES
ROOTBALL DIAM. AT TOP
TWICE AT BOTTOM.
IIIII CONIFEROUS TREE
...,,.,IIIII III I1111�'
�IIIIIIIIIIII ,I i , �� II 2x2 FIR TREE STAKE
�nIIIIIIIIIIIIIIIIIIIII �IIIIIIII 1 CHAINLOCK, LOCK
11
I1111I11111", 4 STAPLE TO STAKE
Ii11I1111.,,,,,i
III II iI IIIIIIIIiIIIIIIIIin� 2" BARK MULCH
���snl��Ilnllll I 2" DISHED EDGE
UNFOLD TOP THIRD
OF BURLAP $ REMOVE
WIRE BASKET
50/50 TOPSOIL/
NATIVE SOIL MIX
CONIFEROUS TREE STAK I N6
N.T.S.
&'-0' WOOD FENCE
LANDSCAPE PLAN
N0T�
COMPLY WITH ALL G I TY ORDINANCES AND OBTAIN ALL REC: U I RED PERMITS AND I NSPEGT I ONS
MIX ORGAN I G COMPOST WITH STOGKP I LED TOPSOIL AT A FATE OF I G .Y GOMPOST TO 5 G.Y. TOPSOIL
INSTALL 5" BARK MULCH IN ALL PLANT BEDS
PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL MATERIALS AND LABOR
INSTALL AUTOMATIC, IRRIGATION AS PER PLAN
NO SUBSTITUTIONS WITHOUT WRITTEN CONSENT OF LANDSGAfiz'E ARCH I TEGT AND G I TY
REPAIR OR REPLAGE ANY DAMAGE TO UTILITIES OR FACILITIES TO OWNERS SATISFAGTION
LOCATE AND PROTECT ALL UNDERGROUND UTILITIES
TILL ALL ON51TE COMPOST SOIL MIX TO 18" DEPTH. ONCE PLACED
DEG I DUOUS TREE GAL I PER MEASURED AT 4.5' MINI MUM ABOVE ROOT BALL.
CONIFEROUS TREE HT MEASURED FROM TOP OF GROUND AT TIME OF PLANTING.
INSTALL ROOT BARRIER WHERE TREES ARE WITHIN 8' OF PAVED `,,REA5
PROVIDE SOIL FERTILITY ANALYSIS AND ADD FERTILIZER AND OTHER NUTRIENTS TO MATCH RECOMMENDATIONS
REMOVE ALL ROCKS AND DEBRIS OVER 4" FROM TOPSOIL MIX
LA N HYDROSEED M X
LAWN SEED SHALL BE "EGO -LAWN" SEED AS SUPPLIED BY WILOFLONER FARM
I0I115 HWY 12 W. , RR#2 COLDWATER, ONTARIO LOK IEO pH: 566-476-1455
SEED RATE WILL BE 5LB/1,000 5.F. WITH FERTILIZER AND MULGH FATE AS PER
SPEGIFIGATiONS SECTION 5.08.
PLANT LIST
31th Street N.W.
r
SITE 8 5t. NF
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26th St. NE
hst- NE
'
23rd
Street N.E.
y
15th Street
15th Street N.E
N
VICINITY MAP
SCALE- N.T.S.
ACER RUBRUM 'ARMSTRON6' - ARMSTRON6 MAPLE 2" GAL. B$ B A5 SHOWN
THUJA PL I GATA - REDCEDAR 6-S' HT. B $ B AS SHOWN
i
PINUS CONTORTA - SHORE PINE 6-5' HT. B$ B AS SHOWN
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r GINKGO B i LOBA 'AUTUMN GOLD" - AUTUMN GOLD GINKGO 2" GAL. B $ B AS SHOWN
BERBERI5 DARWINI - DARWIN5 BARBERRY 5 GAL. 4' O.G.
MAHONIA AOUIFOLiUM - ORE60N6RAPE 5 GAL. 4' O.G.
THUJA PYRAMIDALIS '5MA6ARD' - EMERALD GREEN ARBORVITAE (o-7' HT. B$ B 5' O.C.
0 THUJA PYRAMIDALIS 'SMA6ARD' - EMERALD GREEN ARBORVITAE 5-6' HT. 13413, 5' O.G.
0 CHOISYA TERNATA 'AZTEG PEARL'- AZTEG PEARL MEXICAN ORANGE 5 GAL. 4' O.G.
0 VIBURNUM TINUS 'SPRING BOUQUET' - SPRING BOUQUET LAURESTiNU5 VIBURNUM 5 GAL. 4" O.G.
6) PRUNUS LAUR. 'OTTO LUYKEN' - OTTO LUYKEN LAUREL 5 GAL. 4' O.G.
C SYRIN&A VULGARiS - LILAC 5 GAL. AS SHOWN
MYRICA CALIFORNICA - WAX MYRTLE 5 6AL. AS SHOWN
VIBURNUM DAVIDI - DAVID VIBURNUM 5 GAL. 4' O.G.
FUJ I APPLE ESPALL I ER ATTACHED TO FENCE
® 6' BENCH
C6 CEANOTHUS 6LORIOSUS 'PT REYES - PT REYES GEANOTHUS i GAL. 5' O.G.
GO COTONEASTER DAMERI - BEARBERRY COTONEASTER i 6AL. 5' O.G.
AR AJU6A REPTANS - AJUGA 4" POTS 15" O.G. LOCATE AS NOTED
LAWN HYDR05EED "EGO -LAWN" SEED AT A RATE OF 5 LB./1,000 S.F. AND 1,500 LB. FIBER
PER ACRE, GUARANTEE 100% COVERAGE WITHIN ONE YEAR
2 $ 5 MAN GRANITE BOULDERS IN FERN GARDEN LOCATE AS INDICATED
FERN GARDEN FLANTS
DEER FERN, ROYAL FERN, SWORD FERN, JAPANESE TASSEL FERN, LICORICE FERN
PLANT 16AL SIZE E16HT OF EACH VARIETY IN FERN GARDEN AREA
INSTALL 5-8" ROUND GRANITE RIVER ROCK AT BASE OF ALL BERMS $ 5" ORGAN I G
COMPOST AS MULCH OVER ALL BERMS
HERE3 GARDEN PLANTS
BASIL, CHIVES, TARRAGON, OREGANO, PARSLEY, ROSEMARY $ THYME
PLANT I GAL 51ZE ONE OF EACH VARIETY IN HERB GARDEN AREA
FD�ENN I AL VEGETABLE PLANTS
ANISE, DILL, MINT, ASPARAGUS, ELEPHANT EARL I C, RHUBARB, SWEET POTATO $ YAM
PLANT ONE OF EACH VARIETY SIZE AS AVAILABLE IN PERENNIAL GARDEN AREA
PROJECT REFERENCE: FAGOS-0024
This plan sheet reflects the city of
Auburn's minimum landscape
requirements.
r�e�qatu APPROVED Bpi':
>9 P-A DATE APPROVED. - 3 0 CAR
___JL/ Record Drawing Certification
STATE OF • -" N
WASHINGTON These drawing c�lform to t e Contractors
REGISTERED Construction Records.
LANDSCAPE ARCHITECT
----� Bi: DATE:
DAVID B.• LOWMAN
CERTIFICATE NO. 387 Title%coition:.
Confirmed by City Lam' DATE:
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REVISION
PER CITY
12-q-05
REVISION
PER CITY
:2-26-Oq
REVISION
PER CITY
6--22-Oq
REVISION
PER CITY
-1-07-Oq
F'EVISION
PER CITY
-1-23-Oq
►Rl"t
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IODA0/G
NOTES
DE516N BASED ON 20 GPM @ 60 P51 MIN. IF LE55 FOUND, CONTACT LANDSCAPE ARCHITECT BEFORE INSTALLATION.
PROVIDE ALL PERMITS AND INSPECTIONS.
PROVIDE ONE YEAR WRITTEN WARRANTY ON ALL PARTS AND LABOR.
NO SUBSTITUTIONS.
PLAN 15 DIA6RAMATIC AND ACTUAL FIELD LAYOUT 15 THE RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR 15 TO PROVIDE MAINTENANCE AND OPERATION MANUALS TO OWNER AT FINAL WALK THRU.
CONTRACTOR 15 TO PROVIDE TIME OF OPERATION CALCULATIONS FOR MAY THRU OCTOBER TO PROVIDE
A MAXIMUM OF I" PER WEEK TOTAL PRECIPITATION FROM COMBINED WEATHER AND IRRIGATION.
INSTALL RAIN SENSOR IN SECURE BUILDING LOCATION TO SHUT OFF IRRIGATION DURING WET PERIODS.
CONTRACTOR SHALL MONITOR THE IRRIGATION SYSTEM AND ADJUST CONTROLLER TIMING TO REFLECT CLIMATIC
AND WEATHER GHAN6E5 AT LEAST ONCE PER MONTH DURING FIRST 5EA50N OF OPERATION TO INSURE OVERWATERIN6
OR UNDERWATERIN6 15 NOT OCCURRING AND THAT NO OVER51FRAY ON PAVING OCCURS.
ALL PIPE OR WIRE UNDER PAVING SHALL BE IN 5CH40 PVC SLEEVE AT LEAST 16" DEEP AND TWICE DIAM. OF INSERT PIPE.
MEET ALL CODES PERTAINING TO ALL ASPECTS OF THE IRRIGATION SYSTEM.
ANY DAMAGE TO FACILITIES OF UTILITIES WILL BE REPAIRED OR REPLACED TO OWNERS SATISFACTION,
CALL BEFORE YOU 0161 LOCATE ALL UNDERGROUND FEATURE5 BEFORE TRENCHING.
FIFE 5IZINO
PIPE5 TO BE 51ZED ACCORDING TO THE FOLLOWING TABLE:
0-10 GPM = 5/4" PIPE
II-18 GPM = I" PIPE
11-25 GPM = 1 1/4" PIPE
26-54 GPM = 1 1/2" PIPE
56-55 GPM = 2" PIPE
ALL PIPE SIZING 15 BASED ON OL200 PVC, PIPE
CONTRACTOR TO DETERMINE PPE 5IZE5 PER THE ABOVE CHART.
r'K114H GRAI)E/TOP OF MULCH
-UP SPRAY OR ROTOR SPRINKLER:
RLEX STREET ELL
5 PIPE RISER ASSEMBLY:
RB ELLS ANS 12' SWING PIPE
LATERAL PIPE
.� SCH 40 TEE OR ELL
POP-UP SPRAT' OR ROTOR SPRINKLER DETAIL
30-INCH LENGTH OF WIRE, COILED
COILED
WATER PROOF CONNECTION
(1 OF 2)
VALVE BOX WITH COVER:
12-INCH SIZE
FINISH GRADE/TOP OF MULCH
REMOTE CONTROL VALVE:
PVC SCH 80 NIPPLE (3")
PVC SCH 40 ELL
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
PVC SCH 40 MALE ADAPTER
PVC SCH 40 TEE OR ELL
PVC MAINLINE PIPE
RE1„IOTE CONTROL. VALVE DETAIL
NOTE: PROVIDE QUICK
COUPLER KEY &
HOSE SWIVEL TO FIT
QUICK COUPLER
Lli
FINISH GRADE/TOP OF MULCH
QUICK -COUPLING VALVE:
10" VALVE PIT
3" NIPL.
�3-INCH MINIMUM DEPTH
3/4-INCH WASHED GRAVEL
GALV. STREET ELL
—CONC. BRICK
GALV. 12" NIPL.
_—GALV. STREET ELL
PVC SCH 40 TEE OR ELL
PVC MAINLINE PIPE
I \_ \\-- - GALV. ELL
#4 REBAR W/ S.S.
PIPE CLAMPS
OU I CK- COUPL INCH VALVE
IRRIGATION PLAN
10
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
DAVID B. LOWMAN
15th
CERTIFICATE NO. 387
31th Street N.U1
W
z
SITE
26th St. N.E
23rd
Street N.E. ZO
Street
15th Street NE
MAP
I=INI!5H SFAi
PVC, SCH 40 ELL
FVC SCH aO NI('P'LE (I. EN6TH
AS PEOVIRM, I OF :2,)
SO-tP"H LINV.lkR LEN&TH OF
k`;l, d C IL.Fl7
YlATERfPZ -_--r CONNECTION;
10 TA& RAIN BIPD VIP SERUEr-,
VAN-VE volt' 141714 colli -P,
PVC SCH 40 F-1 ALE A1,i;AM ER
TQNFM_0�2"
1BRIGK (I OF 4)
3 Itk!H "NIPVM GLF 1T! c P
3/4-ItdC;ti N?r� ti6�R,YI'.L
Ci T`.rRc L Z01le KIT
FAIN 151IRD XC • 0'7S-f-'RF-P3F°
tP 4l,T> Lr-,/_o'5 VAL1--IE,
BAC-K FLMH PRESWRE n-17- ILAaTIN FILTER{,
TRICKLE CONTROL VALVE N/ BACK FLUSH FILTER
CAP:
POLYETItr"I..LNI~ 0*71RIFUTION T1,"Ns
i-AIN DIRT %
OR
Vffrl- i.Ii5lPIFWI0N TIJ311`46
RAIN BIID rl' -025
(Tif"IG.A,1.?
rcr OFavL.cfi
-IFIN1I N1 TR�APE
-t'PJL.TI OVILET EIMIT I[FIR,
RAIN BIRD XERI-1 Xe-10' b
--v2--w.H roLYETiI i-Em,. C'IF='C;
RAIN FIRD X55 BLACK S'TIRIFE T1131f0v
car-
&RA v'E.
f3;.- R 3E-r) MULTI -OUTLET EMITTER IN 6" PI`!'
114-INCH TUBING:
POLYETHYLENE DISTRIBUTIONTUBING
RAIN BIRO P F-025
OR
VINYL DISTRIBU`NION'TUBING
RAIN BIRD DT 025
(TYPICAL)
SINGLE OUTLET EMITTER:
RAIN BIRD XERI-BUG EMITTER XB--XXPC
OR
PRESSURE COMPENSATING
MODULE PC-XX
WI'I H DiFPUSER CAP DBC-025
_.._..__.. 1/4-IhdOIIBARB"iRAIJSFER'TEE:
RAIN BIRD XBF31EE
1/4-INCH TUBING STAVtE:
RAIN BIRD TS 025
`� - -- lf2-INCH POLYETHYLENE TUBIN(k
NOTE: RAIN BIRD XBS 81_ACK STRIPE TUBING
USE XERIMAN TOOL XM-TOOL TO INSERT CONNECTOR DIRECTLY
INTO 112-INCH POLYETHYLENE TUBING,
EMITTERS AROUND PLANT ON 1/4 INCH TUBING
IRS OATION LEOEND
Q
RAINBIRD
1800 POP-UP ON SWING PIPE RISER
RAINBIRD
100-FEB CONTROL VALVE PER DETAIL
Fc]
RAINBIRD
ESP CONTROLLERS, WALL MOUNT, ONE FOR
Q
RAINBIRD
55 LVC OUIGK COUPLER, 55K � 5H-0
_ N
I" FEBCO
850 DCV IN JUMBO BOX
I" CRANE
GATE VALVE A5 IRR. P.O.G.
I" CRANE
GATE VALVE AS IRR. P.O.G.
0
5/4" H05E
BIB ON 4x4 POST W/ 5TL. RISER.
1 1/2" 5CH40 PVC, MAIN AT 18" DEPTH MIN.
GLASS 200 PVC LATERALS AT 12" DEPTH MIN.
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REVISIONS
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10
23rd
W
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SITE 8,
26th St. NE
I
Street NE
N
VICINITY MAP
SCALE- N.T.S.
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ARCHITECTS
PLANNERS
JOB NUMBER-
01-11
DATE 06 -10-09
9\t1v3, LA,
STUDY FOR SIGHT LINE PER HEARING EXAMINER
FOR SGREEN VISION PLANTING
SHEET Al _
OF 07
/oDAO/b