HomeMy WebLinkAbout05D1863S112 SEC. 6,TWP. 20 N., RGE. 5 E., W.M.
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SHEET C2.02
LAKELAND HILLS, AREA 5, DIVN 1
MASS GRACING PLANS
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L----------------------------- J
GENERAL CONSTRUCT/ON NOTES
AUBURN,
WASHINGTON
SEC.6,,TWP.
20 N., RGE.
S Em, W.M.
LEGAL DESCRIPTION
UNIT 1, LAKELAND HILLS INNER CIRCLE CONDOMINIUM
REC. NO 200211045004 RECORDS OF PIERCE COUNTY, WASHINGTON.
PARCEL NUMBER
LOTS 1 AND 2, LAKELAND HILLS, CITY OF AUBURN SHORT PLAT, AS
RECORDED UNDER REC. NO. 200211145001.
EARTHWORK EST/MA TES
CUT 125, 000 C. Y.
FILL 60, 000 C. Y.
STRIPPING 12, 000 C. Y.
CONSTRUCT/ON SEQUENCE
1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EX150G UTILITIES
IN AREAS CRITICAL TO DESIGN (1-800-424-5555).
2. HOLD PRECONS7RUC770N CONFERENCE WITH CITY OF AUBURN.
3. MODIFY EXISTING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES
AS IDEN77FIED ON THE GRADING AND EROSION CONTROL PLANS, AS EACH
AREA IS GRADED.
4. CALL CITY OF AUBURN FOR IN5PEC770N.
5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADD177ONAL
EROSION CONROL MEASURES AS NECESSARY.
6. GRADE PROJECT TO PLAN GRADES.
7. INSTALL ROCKERIES AND DA YLIGHT DRAINS.
8. CLEAN T.E.S. C. FACIL177ES BY REMOVING SEDIMENT AND DEBRIS AS REQUIRED.
9. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN
UNWORKED.
10. VERIFY 5 TA 81L IZA 7 ION OF SITE
11. CALL CITY OF AUBURN FOR SITE INSPEC77ON.
LEGEND
EXISTING PROPOSED
-��
TYPE I CB
....
TYPE ll CB
SANITARY SEWER MH
FIRE HYDRANT
-71lk
WATER RT77NG5
INC
GATE VALVE
®
WA TER ME7FR
--600
CONTOUR
• 598.00
SPOT GRADE
ROCKERY
3.5
ROCKERY HEIGHT
1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REOUIREMENTS AND BE IN ACCORDANCE AFTH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED
PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY.
2. ALL WORKMANSHIP AND MA7FRIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF 7RANSPORTA7701V (WSDOT) STANDARD SPECIFICA77ONS FOR ROAD, BRIDGE, AND
MUNICIPAL CONSIRUC770N" (2000AA7EST 0I770N), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUC7701V STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS
SHALL BE A VAILABLE AT THE JOB SITE DURING CONSTRUC7701V
.3. A PRE-CONSTRUC77ON MEE77NG SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUC77ON. CONTACT THE PUBLIC WbRKS DEPARTMENT AT 253-9,31-,3010 TO SCHEDULE A
MEETINGG,
4. LOCA77ONS SHOWN FOR EXIS77NG U77LI77ES ARE APPROXIMATE: THE CONTRACTOR IS CAU77ONED THAT OVERHEAD U77LITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE 7RUE ELEVA77ONS AND LOCA77ONS OF ALL UNDERGROUND U77L177ES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD
U77LITY LINES. IDEN 77RCA 770N, LOCA77ON MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILI77ES OR U77LIRES, IS GOVERNED BY THE PROW9SIONS OF CHAP7FR 19.122 REVISED
CODE OF WASHINGTON (RCW). PRIOR TO STAR77AIG CON57RUC770N, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR U77LITY LOCA77ONS (WATER, SANITARY SEWER,
STORM SEWER, GAS, POWER, 1FLEPHON-AND 7ELEKSION)
5. PRIOR TO THE START OF CONSTRUC77ON A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE 517F SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY
BELIEVES 11AT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAYBE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR AL7FRNATE ROUTES.
6. THE CON7RACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC
CONTROL AND STREET MAIN7ENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS
AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERA 77ONS OR NEGLIGENCE CONNECIFD WITH THEY
7. ALL CONSTRUC77ON SURVEYING FOR EX7ENSIONS OF PUBLIC FACIL177ES SHALL BE DONE UNDER THE DIREC77ON OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON
LICENSED PROFESSIONAL CIVIL ENGINEER.
OWNER/DEVELOPER
LAKELAND
LAND DEVELOPMENT L.L. C.
11624 S.E.
57H ST. SUITE 200
BELLEVUE,
WASHINGTON 98005
CONTACT
RAND Y FORS YTH
(425) 586-7700
ENG/NEER/SURVEYOR
CORE DESIGN INC.
14711 N.E.
29 TH PLACE, SUITE 101
BELLEVUE,
WASHINGTON 98007
CON TA CT
GAR Y R. SHARNBROICH, P. E.
(425) 885- 7877
GEOTECHN/CAL ENGINEER
EARTH CONSULTANTS, INC.
1805 136 TH PLACE N.E., SUITE 201
BELLEVUE, WASHINGTON 98005
CONTACT SCOTT DINKELMAN, RPG
(425) 643-3780
SITE DA TA
SITE ADDRESS- 62020 EVERGREEN WAY N.E.
EXIS77NG ZONING- MFA-1
SITE AREA: 475 ACRES
UTILITYPROV/DER
:�I
CITY OF BONNEY LAKE
SEWER
CITY OF AUBURN
POWER
PUGET SOUND ENERGY
TELEPHONE
0WEST
BASIS OF BEARINGS
N014,3'16"E FOR THE EAST LINE OF THE
SOUTHEAST QUARTER OF SEC77ON 6, TOWNSHIP 20
NORTH, RANGE 5 EAST, W.M., PER RECORD OF
SURVEY RECORDED UNDER A.F.N. 200102265002.
DATUM
NA VD 88
BENCHMARKS
1. BRASS SURFACE MON. 0 INTERSEC77061
LAKELAND HILLS WA Y & EVERGREEN WA Y S.E.
ELEVA77ON 564.51
2 BRASS SURFACE MON. 01N7FRSEC770N
LAKELAND HILLS WAY & ✓AYES AVE S.E.
ELEVA 77ON 498. J2
ALGONA
PACIFIC s
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PIERCE COUNTY
SHEET INDEX
1 -
CLOT
2-
C102
3
- C1.03
4
- C2.01
5-
C2.02
6-
C2.O3
7
- C2.04
8
- C2.21
9-
C2.22
TYMAP
1 --- 114 MILEf
TITLE SHEET
OWRALL PLAN
SURVEY CONTROL PLAN
GRADING AND EROSION CONTROL PLAN
GRADING AND EROSION CONTROL PLAN
GRADING AND EROSION CONTROL PLAN
STOCKPILE PLAN
SITE SECTIONS
SITE SECTIONS
C/TYOFAUBURN STANDARD DETAILS
GRADING AND EROSION CONTROL
CONSTRUC77ON ENTRANCE EROSION - 01
SILT CONTROL FENCE EROSION - 02
CATCH BASIN PRO TEC77ON FOR GRADING PROJECTS EROSION - 0.3
CATCH BASIN PRO 7EC77ON EROSION - 04
CHECK DAMS AND SWALES EROSION - 05
CITY OFAUBURN GRADING AND EROSIONCONTROL NOTES STRAW AND HAY BALE BARRIER EROSION - 07
1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RE7EN77ON OR DE7FN110N, 50IMENTA77ON AND EROSION CONTROL FACIL177ES MUST BE
CONSTRUCTED AND IN OPERA 770N, PR/OR TO LAND CLEARING AND/OR OTHER CONSTRUC77ON AC77077ES, TO INSURE IHA T SEDIMENT -LADEN WA IFR
AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS.
2. THE DETEN77ON SEDIMENTA170N (RETENTION IF lNFIL 1RATlON SYSTEM IS USED) AND EROSION CONTROL FACILl77ES DEPICTED ON THE APPROVED
DRAWINGS ARE INTENDED TO BE MIN/MUM REQUIREMENTS TO MEET AN77C/PA 7ED S/IF COND/710NS. AD0/77ONAL DRAINAGE AND EROSION CON7ROL
FACILI77ES MA Y BE REQUIRED AS St RIA 77ONS WARRANT DURING CONS 7RUC 770N. THE IMPLEMENTA 770N, MAINTENANCE, REPLACEMENT AND ADDI77ONS
TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMIT7FE.
.3 THE DETEN770N (RE7FN770N lF INFIL7RA77ON SYSTEM l5 USED) CONTROL POND SHALL REMAIN IN PLACE UN77L THE PERMANENT STORM SYSTEM lS
IN PLACE AND OPERATIONAL.
4. THE TEMPORARY EROSION CONTROL FACILl77ES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UN77L FINAL 517F C01VS77?UC770N
IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY.
5. ALL AREAS OF AC77VE EARTHWORK WHICH HAVE THE P07FNTIAL FOR EROSION AND SEDIMENTA77ON IMPACTS ON ADJACENT PROPERTY AND
DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE.
FROM APRIL 1 TO SEPTEMBER JO,, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN JO DAYS,
SHALL BE 5TA8/LIZED WITHIN 10 DAYS.
FROM OCTOBER TO MARCH J1, EARTHWORK AC77VITIE5 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, 00 FEET THA T WILL REMAIN UNKVRKED FOR MORE THAN 7 DA YS SHALL BE STABILIZED IMMEDIATEL Y.
N
SUMNER TA PPS
HWY. E.
NOTE-
CON7RACTOR lS REQUIRED TO HA VE THE CITY OF
AUBURN STANDARD N07FS AND STANDARD DETAILS
AND SPECIFICA 77ONS A VAILABLE ON JOB SITE
WHENEVER CONSTRUC77ON /S IN PROGRESS.
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
1-800-424-5555
41o"°^ :^
PROJECT REF GRA 03--0016
THESE PLANS ARE APPROVED FOR CONFORMANCE WITH
THE CITY OF AUBURN'S ENGINEERING DIVISION
REOUIREM£NTS. APPROVED BY.- n �An,- S �•
DA TE APPROVED: 3
RECORD DRAWING CER171CA POW
THESE DRAWINGS CONFORM TO THE
CONTRACTORS CONSTRUC77ON RECORDS
RY
DA TE.-
TI TLE/POSITION.•
CONFIRMED BY CITY DA TE.-
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8. CER77FIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE C/TY'S "RECORD CONSTRUC77ON DOCUMENT" HANDOUT.
40
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S112 SEC. 6, TWP. 20 N., RGE. 5 E., W.M.
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PROJECT REF GRA 0.3--0016
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S
ENGINEERING DIVISION REQUIREMENTS.
APPROVED BYQ&ae,�' S-A
DATE APPROVED.-'1/.701oJ
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RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS
BY
DA TE:
TI TLE/POSI TON. -
CONFIRMED BY CITY DA TE.-
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S112 SEC. 6o 7WP. 20 N., RGE. 5 Ey W.M.
SEE SHEET C2.02
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIGI
1-800-424-5555
- V/ awl
PRaECT REF.- Mw-om
NEW PLANS ARE APPROWD FOR COIVMWNCE WTH
THE CITY OF AUBURN F ENORCEAK DIK90V
fiSQUIREMENTS
APPROWD BY.-
DA 7E A PPRO WD.-
l(EYMAP
SCALE 1 -50
0 25 50 100
LEGEND
RL 7& FAWC FMCf X—X x
Aff NffRaPrOR SWALE ----w
PIP
RESMR9 DRAWNG aRARCAMW
THESE DRA WNGS CONFORM TO THE
CWTRAMR:5 CONSTRUCTION RECORDS
R Y.
DA 7E.-
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COWNUED BY CITY
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PROJECT NUMBER
OM77
i�F' S�� s� ,� r�, � .. OC�D/8G3
C 4 /7 CC1% G^ TIA/D 13/1 A/ O/'C 17 C IA/ M
sEcnoNs (rrP) \
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10
ROCK CHECK
DAA/ (TYP.)
LEGEND
U
FIL TER FABRIC FENCE x x x
NEW INTERCEPTOR SWALE —♦►
EXIST. INTERCEPTOR SWALE
w
�- (REMAINING)
EXIST. INTERCEPTOR SWALE _ .
(REMOVED)
ROCK -LINED SWALE
CONSTRUCTION ACCESS
SCALE.- 1 = 50 ' LIMITS OF CLEARING
0 25 50 100 ROCK CHECK DAM
7
67fh ST. SE. _
PROJECT REF.- GRA 03--0016
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF A UBURN'S
ENGINEERING DIVISION REQUIREMENTS.
APPROVED B Y.-
DA TE APPRO VED:
RECORD DRA WING CER TIFICA TION
THESE DRA WINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS
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DA TE.-
TI TLE/POSITION.•
CONFIRMED B Y CITY
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5-C2.02 9
PROJECT NUMBER
02077
�.I.A..n ♦AI
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REINFORCING SCHEDULE
S112 SEC. 61 TWP. 20 N., RGE. 5 E., W. M.
SEE SHEET C2.02
I.
Wall Height
Reinforcement
Height (feet)
(H)
Loyer No.
(use Fortrac or equ/malen
Length I " (feet)
(see note 3)
4 feet
1
Fortrac 55/30-20
5.0
1.0
2
Fortrac 55/30-20
5.0
2.5
1
Fortrac 55/30-20
5.0
1.0
4-6 feet
2
Fortrac 55/30-20
5.0
2.5
3
Fortrac 55130-20
5 0
1. 0
1
Fortroc 55/30-20
6.0
1.0
6-8 feet
2
Fortroc 55/30-20
6.0
2.75
3
Fortroc 55/30-20
6.0
4.5
4
Fortroc 55130-20
6.0
6.25
1
Fortroc 55/30-20
8.0
1.0
2
Fortrac 55/30-20
8.0
2.75
8-10 feet
3
Fortroc 555/30-20
8.0
4.5
4
Fortrac 55130-20
8.0
6.25
5
Fortroc 5 /30-20
8.0
8.0
1
Fortroc 55/30-20
10.0
1.0
2
Fortrac 55/30-20
10.0
2.75
3
Fortroc 5 30-20
10.0
4.5
10-12 feet
4
Fortroc 5 /30-20
10.0
6.25
5
Fortroc 55 30-20
10.0
8.0
6
Fortroc 5 /30-20
10.0
9.75
7
Fortrac 55/30-20
10.0
11.50
REINFORCEMENT NOTES
1. REFER TO CIVIL GRADING DRAWINGS FOR ROCKERY ALIGNMENTS AND ELEVATIONS.
2. ALL GRADING AND EARTHWORK SHALL BE COMPLETED PER ECl
GEOTFCHNICAL REPORT E-9544-8 & -9, DATED APRIL 4th, 200J
3. ALL GEOTEX17LE LAYER HEIGHTS ARE MEASURED FROM GRADE IN FRONT OF
ROCKERY FACE.
4. GEOTEXIILE REINFORCEMENT SHALL BE INSTALLED ON HORIZONTAL SURFACE
OF COMPACTED STRUCTURAL FILL AT ELEVA7TONS SHOWN IN THE REINFORCING
SCHEDULE.
5. GEOTEXTILE REINFORCEMENT SHALL BE PULLED TIGHT BEHIND WALL. ANCHOR
AS REQUIRED TO MAINTAIN TENSION BEFORE COVERING WITH 57RUC7URAL FILL.
6. PROTECT GEOIE)(TILE FROM CONSTRUCON DAMAGE PER MANUFACTURERS
SPECIFICA TONS. CONSTRUCTION EQUIPMENT SHALL NOT TRA VEL DIRECTLY ON
REINFORCEMENT. ANY GEOTEXTTLE THAT lS DAMAGED SHALL BE REPLACED
WIIN NEW GEOTEXTILE A T CONTRACTORS EXPENSE.
7. GEOTEXTILE SHALL BE FOR TRAC OR EQUIVALENT AS SHOWN IN THE REINFORCING
SCHEDULE. ALL 6E9007LE SHALL BE CLEARL Y IDENTIFIED AND LABELED IN THE
FIELD. ANY UNMARKED ROLLS OR POR7ONS THEREOF THAT CANNOT BE IDENTIFIED
SHALL NOT BE USED IN WALL CONS7RUC7ON.
8. THE ROCKERY FACE SHALL BE CONSTRUCTED IN ACCORDANCE WITH ARC GUIDELINES.
SLOPE 2.• l(H.• V) MAX.
COMPACTED STRUC7URAL FILL -
SWALE FOR SURFACE DRAINAGE CONTROL 7
s
FIRM UNDISTURBED -
SOIL TO BE VERIFIED
BY SOIL ENGINEER
1
6
r_ xr)w Y _1 18 /n
TT �� MIN.
KEM Y SHOULD BE SLOPED
DOWN TOWARDS THE FACE
BEING PROTECTED
2
1 REINFORCE
REINFORCE
AND N07E
. CRUSHED ROCK FIL 7FR
MA 7FRIAL, BETWEEN 2
AND 4 INCH SIZE WITH
LESS THAN 2X FINES.
0.5'(TYP.) .
i�
3 IN. MIN.
GRA VEL BEDDING
4 IN. MINIMUM DIAMETFR
DRAIN PIPE SURROUNDED BY
CLEAN WASHED J14" DRAIN
GRA VEL
REINFORCED STRUCTURAL FILL ROCKERY
NOT TO SCALE
ROCKERY, SEE DETAIL.
THIS SHEET (TYP.)
ROCKER Y DRAINS TO
DA YLIGHT TO NEAREST
IN7ERCEPTOR SWALE A T 2a''
MIN. SLOPE. (TYP.)
ROCKERY DRAINS WILL BE
CONNECTED TO PERMANENT
STORMWA TER CON VEYANG
SYSTEM DURING FUTURE
CONSTRUCTION OF SI7F
IMPROVEMENTS PER THE l ;
AREA 5, DI V. 1A CIVIL
PLANS, FAC NO. 03-0019
A
CLEARING LIMITS
(Typ.)
SEE SHEETS 9-C2.21 &
9- C2.22 FOR CROSS -
SECTIONS (TYP.)
6: 1 BA TIER
EXISTING POND TO
RFMA/N /IURIAI MA.S.S'
SIZE OF ROCK
3 MAN)
/
12 " MINIMUM
o �°
THICKNESS OF
2" TO 3" WASHED
/
Z
GRA VEL OR 3" TO
4" ANGULAR
ROCK.
EXTRUDED
2%
CURB
N
CONNECT 4 " PERFORA 7FD
1 'MIN.
P. V. C. DRAIN PIPE
TO
THE
NEAREST DOMVS7REAM
CATCH BASIN, OR AS
SHOWN ON PLANS.
CUT SLOPE
CUT ROCKERYDETA/L
NO SCALE
ROCKERY GENERAL NOTES
1. CONS7RUC77ON OF ALL ROCKERIES SHALL BE IN
CONFORMANCE W/TH THE ARC ROCKERY CONSTRUCTION GUIDELINES. \,
2. MINIMUM THICKNESS OF ROCK FIL TER LA YER IS 12 INCHES.
J. MINIMUM EMBEDMENT OF BASE ROCK IS 12 INCHES UNDISTURBED
NA TI VE SOIL OR COMPACTED FILL PLACED IN ACCORDANCE W/TV
GE07ECHNICAL REPORT RECOMMENOA TIONS.
4. ROCKERIES GREA TER THAN 4 FEET IN HEIGHT TO BE INSTALLED
UNDER PERIODIC OR FULL TIME OBSER VA 71ON OF THE GEO TECHNICAL
ENGINEER.
5. ROCK SHALL BE PLACED TO GRADUALLY DECREASE IN SIZE WITH
INCREASING WALL HEIGHT IN ACCORDANCE WITH THE GEOTECHNICAL
ENGINEER'S RECOMMENDA TIONS.
6. MINIMUM WID TH OF KEYWA Y EXCA VA TION SHALL BE EQUAL TO THE
THICKNESS OF THE BASAL ROCK (AS DETERMINED BY THE GEOTECHNICAL
ENGINEER'S DESIGN) PLUS THE ROCK FIL 7ER MID TV
7. THE LONG DIMENSION OF THE ROCKS SHALL EX7ENO PERPENDICULAR
TO THE ROCKERY FACE TO PRO VIDE MAXIMUM STABILITY.
8. ROCKS SHALL BE PLACED TO AVOID CON77NUOUS JOINT PLANES IN
VERTICAL OR LA 7ERAL DIREC77ONS. EACH ROCK SHALL BEAR ON TWO
OR MORE ROCKS BELOW IT, WITH GOOD FLAT - TO -FLAT CONTACT.
XEYMAP
1 "- 400'
SCALE.• 1 " = 50'
0 25 50 100
LEGEND
FIL TER FABRIC FENCE x x x
NEW INTERCEPTOR SWALE -'--w
EXIST. INTERCEPTOR SWALE -
(REMAINING)
EXIST. INTERCEPTOR SWALE
(REMOVED)
ROCK -LINED SWALE
LIMITS OF CLEARING
ROCK CHECK DAM
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
1-800-424-5555
-0/50/O a
PROJECT REF.- GRA OJ--0016
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF A UBURN'S
ENGINEERING DIVISION REQUIREMENTS.
APPROVED BY.- net,�,� -3-alt
DA TE APPRO VED:
RECORD DRA WING CER TIFICA 77ON
THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS
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TITLE/POSITION.-
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SHEET
OF
6-C2.03
9
PROJECT NUMBER
02077
S112 SEC.6, TWP. 20 N., RGE. 5 E., W.M.
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EXISTING SEDIMENT f'
k7XISTING SWW E RETEN RON POND (T`r ? )
S-16
GRADING & EROSION CONTROL NOTES.-
(ADDI TONAL NOTES ON C1.01)
1. NO UNCONTROLLED SURFACE WATER SHALL BE
ALLOWED TO DISCHARGE FROM THE SITE DURING
CONSTRUCTION
2. NO RUNOFF SHALL BE ALLOWED TO DRAIN TO A
CITY OWNED CONVEYANCE SYSTEM UNTIL APPROVED
BY THE CITY OF AUBURN
3. CONTRACTOR SHALL COMPL Y W1 TV THE
APPROVED EROSION CONTROL PLANS AND INSTALL
ADDITIONAL EROSION CONTROL MEASURES AS
NECESSI TA TED BY FIELD CONDITIONS TO ENSURE NO
UNCONTROLLED SURFACE WA TER LEA VES THE St TE
AND TO LIMIT THE AMOUNT OF EROSION.
4. EROSION CONTROL MEASURES SHALL NOT BE
REMOVED UNTIL SITE IS STABILIZED AND ONL Y WHEN
ALLOWED BY THE CITY OF AUBURN.
NOTES
1. St TE HAS ALREAD Y BEEN CLEARED
AND MASS GRADED BY OTHERS. NO
ADDITIONAL CLEARING IS REQUIRED. SITE
HAS BEEN HYDROSEED£D AND
STABILIZED.
2. STOCKPILES WILL BE STABILIZED WI TH
H YDROSEEDING, MULCHING, NETTING, OR
OTHER MEANS AS SOON AS POSSIBLE.
fist
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on
0.
BASIS OF BEARINGS
N0143'16 "E FOR THE EAST LINE OF THE
SOUTHEAST QUARTER OF SECTION 6,
TOWNSHIP 20 NORTH, RANGE 5 EAST,
W.M., PER RECORD OF SURVEY
RECORDED UNDER A.F.N. 200102265002.
BENCHMAR/fS
1. BRASS SURFACE MON.
INTERSECTION LAKELAND HILLS WA Y
& EVERGREEN WA Y S.E. SCALE.- 1 " = 60'
ELEVA TION 564.51
2. BRASS SURFACE MON. ® 0 10, 20' 40'
INTERSECTION LAKELAND HILLS WA Y
& JAMES A VE. S. E.
ELEVA TION 498.32
DA TUM
NA VD 88
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ROOK CHECK OAM (TYP.)
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I — STOCKPILE
RECORD DRA WING CER TIFICA TION
THESE DRA WNGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS
RY
DA TE-
TI TLE/POSITION.•
CONFIRMED BY CITY
DA TE.-
PROJECT REF GRA 03-0017
THESE PLANS ARE APPROVED FOR
CONFORMANCE W1 TH THE CITY OF A UBURN'S
ENGINEERING DIVISION REQUIREMENTS.
APPROVED BY S
DA TE APPRO VED:
IN TERCEP TOR SWALL-\(TYP.)
6
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E. CONVEYANC'E/
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SHEET OF
C2.04 9
PROJECT NUMBER
02077
l
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S112 SEC. 6, TWP. 20 N., RGE. 5 E., W. M.
HORIZ. SCALE.' 1 "= 40'
INERT. SCALE.- 1 "= 20'
CONFIRMED BY CITY
DA TE.-
APPR0 VED B Y � -- -S14
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SHEET
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8-C2.21
9
PROJECT NUMBER
02077
S112 SEC. 6, TWP. 20 N., RGE. 5 E., W. M.
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SHEET OF
9-C2.22 9
PROJECT NUMBER
02077