HomeMy WebLinkAbout07D1909LAKELAND COMMERCIAL PHASE II
SITE DEVELOPMENT PERMIT SUBMITTAL
EVERGREEN TUCCI PARTNERS, L.L.C. c/o TARRAGON
SOUTHEAST CORNER OF LAKE TAPE'S PARKWAY EAST
AND LAKELAND HILLS 'WAY
AUBURN, WASHINGT N
A PORTION THE S.W. 1/4 OF SECTION 5 AND THE S.E. 1/4 OF SECTION 6, TWP 20 N., RGE 5 E. W.M.
CITY OF AUBURN, PIERCE COUNTY, WASHINGT N
CIVIL ENGINEER BENCHMARK DATUM (NAVD 88 VERT)
PACLAND TOP OF BRASS MONUMENT LOCATED AT THE INTERSECTION NAVD88 (CITY OF AUBURN) INFORMATION FROM APEX
1144 EASTLAKE AVENUE E., SUITE 601 OF LAKE. TAPPS PARKWAY E AND LAKELAND HBLS WAY ENpNEERRING TOPOGRAPHIC SRVTY DATED 04/06/03
SEATTLE, WA. 98109 EIEY = 587.24. (PER BOB BURTOI RLS CITY OF
(206) 522-9510 AUBURN SURVEYOR)
CONTACT: MICHAEL CROWSON, P.E.
BILL FORTUNATO, P.E.
LANDSCAPE ARCHITECT
PACLAND
1144 EASTLAKE AVENUE E., SUITE 601
SEATTLE, WA. 98109
(206) 522-9510
CONTACT: SHAWN PARSONS L.A.
SJRVEYOR
APEX ENGINEERING
2601 SOUTH 35TH, SUITE 200
TACOMA, WA. 98409
(253) 473-4494
CONTACT: MELVIN GARLAND P.LS.
OWNER/DEVELOPER
LEGAL DESCRIPTION
LOT 3 O SHORT PLAT RECORDED UNDER AUDITORS FEE
NUMBER 2DO1073OD662 MID RE -RECORDED UNDER
AUDITOR'S FEE NUMBER 200108160470, RECORDS OF
PIERCE COUNTY, WASHNGTON;
EXCEPT THAT PORTION CONVEYED TO THE CITY O
AUBURN BY STATUTORY WARRANTY DIED RECORDED
UNDER AUDITOR'S FEE NUMBER 20021W70331.
PARCEL NUMBER
052007-4-007
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UNfI• `2
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TRACT A
EVERGREEN TUCCI PARTNERS, LLC. K -
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c/o TARRAGON ° �V �UN p
1000 SECOND AVENUE SUITE 3200 Q AAd 'I' 4,
SEATTLE, WA 98104 v-4--- hd+
(206) 233-9600
CONTACT: DENNIS RATTIE----
OLIVER ROSE
CITY OF AUBURN GENERAL NOTES
1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO TIE CITY O AUBURN'S
REQUIREMENTS AND BE N ACCORDANCE WTH THE APPROVED PLANS. ANY CHANCES
FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER
AND THE CITY.
2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE -WASH INGTON STATE
DEPARTMENT OF TRANSPORTATION (WGOOT) STANDARD SPECIFICATION FOR ROAD,
BRIDGE AND MUNICIPAL CONSTRUCTOR' (2D00/L1TEST EDITOR), EXCEPT WHERE
SUPPLEMENTED OR MODIFIED BY THE CITYS CONSTRUCTION STANDARDS MANUAL
COPIES OF THE
ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING
CONSTRUCRON.
3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL
CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO
SCHEDULE A MEETING
4. LOCATIONS SHORN FOR EXISTING UTILITIES ARE APPROXNAIE THE (:RACTOR IS
CAUTIONED THAT OVERHEAD UTUTY LINES MAY NOT BE SHOWN ON THE DRAWINGS IT
SHALL BE THE CONTRACTOR'S RES04SMUTY TO DETERMINE THE TRUE ELEVATIONS
AND LOCATIONS O ALL UNDERGROUND UDUTIES AND THE EXTENT OF ANY HAZARD
CREATED BY OVERHEAD UTILITY LINES IDENTIFICATION, LOCATION MARKING AND
RESPONSOUTY FOR UNDERGROUND FACNTES OR UTILITIES, IS GOVERNED BY THE
PROVISIONS OF CHAPTER 19.12' REVISED WOE OF WASHNGTON (RCW). PRO TO
STARTING CONSTRUCTION, THE CONTRACTOR "At CALL ONE -CALL
(1-8W-424-5555) FOR UTIUTY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER,
GAS, POWER, TELEPHONE AND TELEVTSON).
5.. PRIOR TO THE START O CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE TON
HAULING MAIERIAL SHALL BE SUBMITTED TO THE
CITY FOR APPROVAL E THE ECEg11'Y
9EUEVES THAT THE PROPOSED HAUL ROUTE RILL AOVEF!MY IMPACT RIE 51R
NEIWOiK, HAULING MAY BE UNITED TO APPROPRIATE OFF-PEAK HOURS OP
ALTERNATE RGUTES
6. THE CONTRACTOR 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 MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR
APPROVAL CONTRACTORS AND THEIR SURETY SHALL BE UABLE FOR INJURIES AND
DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS
OPERATIONS OR NEGLIGENCE CONNECTED NTH THEM.
7. ALL CONSRNCTION SURVEYING FOR EXTENSION O PUBUC FACTURES SHALL BE DONE
UNDER THE DIRECTION O A WASHINGTON UCENSED LAND SURVEYOR OR A
WASANGTON URENSFD PROFESSIONAL CIVIL ENGINEER.
IL CERTIFIED DRAWINGS ARE REQUIRED PRO TO PROJECT ACCEPTANCE REFER TO THE
CTYS 'RECORD CONSTRUCTION DOCUMENT" HANDOUT.
SITE PLAN
SCALE: 1' = 100
SEQUENCE OF CONSTRUCTION*
1. PBECONSTWCDON MEETING VITH Ott OF AUBURN. CONTRACTOR TO CONTACT
CITY OF AUBURN TO SCHEDULE PRE -CONSTRUCTION MEETNG
2. MAINTAIN EXISRNG ON" CONTROL NSTAILED WRING ROUGH GRADING.
3. INSTALL PROPOSED SITE NPROVEMENTS, INCLUDING BUT NOT LIMITED TO SITE
UTIUDES, FIRE GRADING, PAVING, LANDSCAPING
4. ONCE SITE IMPROVEMENTS ARE COMPLETE, STE TO BE STABILIZED NTH
PAVEMENT AND/OR LANDSCAPING AS SHOWN ON PLANS TO THE SATISFACTION OF
THE CITY OF AUBURN STANDARDS
5. REMOVE EROSION CONTROL MEASURES ONLY AFTER RECEMNG APPROVAL FROM
THE Ott INSPECTOR.
* EROSION CONTROL SEQUENCE PROVIDED AS A WIDE FOR THE DEVELOPMENT
O THE SITE. CONTRACTOR SHALL COORDINATE NTH THE Ott INSPECTOR THE
PROPER SEQUENCE FOR THE INSTALLATION OF EROSION CONTROL MEASURES.
ITEMS SLOW AS INLET PROTECTION, SILT FENCE AND SEDIMENT PONDS MAY
NEED TO BE PHASED 70 FACIUTATE C267RUCRON PHASING.
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SCALE: 1- = 1/4 MILE
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SHEET NO.
DRAWING INDEX
DRAWING TITLE
CV-1.0
TITLE SHEET
D-1.0
EROSION CONTROL PLAN
C-1.0
SITE PLAN
C-2.0
GRADING AND DRAINAGE PLAN
C-2.1
STORM DRAINAGE PROFILES
C-2.2
DETENTION POND FLOW CONTROL
DETAIL (BY APEX)
C-3.0
UTILITY PLAN
C-3.1
SEWER PLAN AND PROFILES
C-3.2
WATER PLAN AND PROFILES
C-9.0
COMPOSITE UTILITY AND PHASING PLAN
C-9.1
CIRCULATION PLAN
L-1.0
LANDSCAPE PLAN -
L-2.0 -
IRRIGATION PLAN
L-3.0
LANDSCAPE / IRRIGATION DETAILS
FOR WATER APPROVAL ONLY
EARTHWORK OUANTIES *
ROVED BONNEY LAKE FILE NO.
DI F-PUBN6-WORKS oA
250 CY FILL
250 CY CUT
4T.,Y�
CITY OP BONNET" LAKE
. FOR PERMITTING PURPOSES ONLY
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THE FOLLONNG SPECIAL PERMITS APPLY
RECORD DRAWING CERTIFICATION
PROJECT REF: FAC 03FAC DOp 11, 4e>y �2-_�._>!X
THESE DRANNGS CONFORM TO THE
CONTRACTOR'S
THESE PLANS ARE APPROVED FOR
CONSTRUCTION RECORDS.
CONFORMANCE NTH THE CITY OF AUBURN'S
BY -
DATE
ENGINEERING DIMSION REQUIREMENTS.
TITLE/POSDON
APPROVED BY:
CONFIRMED BY CITY:
DATE
DATE APPROVED: 0 2
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VVAMBURN�LAKFLAND TOWN CENTERQDWGSIAUT010E
— - ---- ------ -----
OF SECTION -5--A-ii46-iiAt-�.E.'il-1144-0-F--SECTI W.M.
EROSION CONTROL NOTES
1. �AUIQN - NOTICE TO CONTRACTO
o"
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATON
AND/OR ELEVATION OF EXISTING UTURES AS SHOWN ON THESE PLANS
IS BASED ON RECORDS OF THE VARICUS UTILITY COMPANIES AND, WHERE
- ----- POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD, THE INFORMATION IS
NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR
MUST CAL THE APP�IATE UTILITY COMPANY AT LEAST 48 HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATON OF
UTUTES. IT SHALL BE THE RESPONSIBIR-ITY OF THE CONTRACTOR TO
RELOCATE ALL EXISTRO UTIUTES WHICH CONFLICT VATH THE PROPOMSED
IMPROVEMENTS SHOWN ON THESE PLANS.
Tw) CURRENT APPUCABLE LOCAL, STATE� AND FEDERAL STANDARDS.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST
3. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TWES FOR PREVENTING SILT -LADEN
FROM DISCHARGING FROM IRE SITE FAILURE BY THE CONTRACTOR CAN RESULT IN A
FINE THE DESIGNATED TEMPORA"RYO'ECONTACT PERSON NO ON THIS PLAN MUST BE
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UNIT 1
INLET 41ChnoN
k(TYP.)
- - - - -- - - - - - - - - - -- - - - - - - - I'
CON T"CT'
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INILET PRO �D
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INLET PROTECTION
(TYP UNIT 3
EASTING SILT FENCE
BE MAINTAINED ------ --
TYP.
EXISTING SILT FENCE
TO 11 MAINTAINED.
UNIT 4
EXISTING SEDIMENT POND APPOIED IITI
ROUGH GRADING PACKZAGE. CONPTORNADCTOR
TO UTILIZE EXISTING )MENT I
1. WIHN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDMENTAflCN AND
EROSION CONTROL `00 MUST HE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND
4�Ml: IN�
R PLAX;T — UUNKUL -Ullt� INCLUUNG ILK
UNTIL FINAL SITE CONSTRUCTION IS O�OMOPRI ANDD AP
UNIKU"
HAS BEEN
CLEARING AWD/OR OTHER CONSTRUCTION ACTVATES TO INSURE THAT SEDIMENT -LADEN WATER
RECEIVED FROM THE CITY.
AND STORM DRAIN RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL
5. ALL AREAS OF ACTIVE EARTHWORI III IAVE THE TOTEM UAL FOR ER09
N AND
DRANAGE WAYS.
SEDIMENTATION WIPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST
3E STABILIZED
2. THE DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE
ACCORDING TO THE FOLLOWING SCHEDULE
APPROVED RAVINGS ARE INTENDED TO RE MINIMUM RECUMENTS TO MET ANTICIPATED STE
CONDITIONS ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS
FROM APRIL 1 TO SEPTEMBER 30. AREAS AT FINAL GRADE AND THOSE WHICH
IRE SCHEDULED
SITU DONS WARRANT DURING CONSTRUCTION. THE NPLEMENTATON, MAINTENANCE, REPLACEMENT
TO RD" UNIMORKED FOR MORE THAN 30 DAYS, SHAi BE STABIUZED VATHR
10 DAYS.
AND ADDIONS TO THESE CONTROL SYSTEMS SHALL BE M RESPOINSIBUTY OF THE PERMITTEE
3. THE DETEN CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM
FROM OCTOBER I TO MARCH 31, EARTHIVICRIK ACTIVITIES SHALL HE 'C
-
ORDER TO MINOR SOIL EXPOSURE. EXPOSED So" WITH - AREA
A IN
IN 'T 7
AN 'D_
SYSTEM (FOR ALL PHASES) IS IN PLACE AND OPERATIONAL
SQUARE FEET THAT ARE SCHE ULED TO REMAIN UN% URKED FOR MORE TH.
, A NO
EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN U044EMFOR
UL UN
0 MORE
THAN 7 DAYS SHALL BE STASUZED IMMEDIATELY.
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INIT 2
AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTON
AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL
AGENCY WITH JURISDICTION.
4� THE IMPLEMENTATON OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
REPLACEMENT AND UPGRADING OF THEE ESC FACILITIES IS THE RESPONSIBILITY OF THE .1
CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS
COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY VITH JURISDICTION AND THE SIT
IS STABILIZED.
5. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PL SHALL BE CUT RLY A
AN A AG'El AND
INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING DR CONSTRUCTION TAKING PLACE.
DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE
PERMITTED. THE FLAGGING
SHALL HE MAINTAINED BY THE OMER AND/OR CONTRACTOR UNTIL ALL
CONSTRUCTION IS APPROVED.
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I THE EROSION All 1-1-111 CONTROL FAII"IEI IHOWN IN 1111 PLAN ARE TO BE Cl-C1111
ADEQUATE BASIC REOURE"ENTS FOR BE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION,
DEVATICNS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER WAUTY.
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7. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR
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ON A FREQUENT BASS AND IMMEDIATELY AFTER EACH RA FALL AND MAINTAINED AS NECESSAIR
IN Y
TO INSURE THEIR CONTINUED FUNCIGNING, ALL SEDIMENT W ST BE REMOVED FROM SILT FENCES,
I
STRAW BALES. SEDIMENT PONDS� ETC. PRIOR TO THE SEDIMENT REACHING 1/2 AS MAXIMUM
POTENCT DEPTH.
& AT NO TIME SHAL CONCREE CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR
OTHER POLLUTING MATTER BE PERMITTED TO
DISCHARGE To THE TEMPORARY OR PERMANENT
DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE.
9. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCION
DRAWINGS ON SITE AT ALL TIMES WHICE CONSTRUCTION IS IN PROGRESS.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO 06TAIN ALL
NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK N THE
WTU
PUBLIC F`GHT-OF-WAY-
11. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVOING ADEQUATE TRAFFIC
CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC
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ROADWAYS.
12. 111S APPROVED 'TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAW MUST BE IMPLEMENTED
0
PRIOR TO My SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION.
13 TIE CONTRACTOR SHALL NOTIFY TIE OWNER AND IRE INGIER IN TIE EVENT OR DISCOVERY 01
8
POOR SOILS. GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS.
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�1, MAXIMUM SUITES SHAU- BE 2:1 HIRIZVERT FIR ILL SLOPES, AND 2:1 H.:.T FOR CUT SLOPES.
5. RDICKERIES OR OTHER RETAINING FACIUTES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT
16. ALL AREAS DISTURBED DUR04G
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CONSTRUCTION WERE FERMAN ENT LANDSCAPING WILL NOT BE
PROVIDED "THIN 60 DAYS SHALL BE HYDROSEEDED, OR 07HERVASE STABILIZED. AS REQUIRED.
STRAW MULCHI G OR PLASTIC SHEETING ARE ACCEPTABLE AUTERNATVES TO TEMPORARY
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HYDROSEEDING DURING PERIODS OF LOW GROWTH.
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17. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL
MINIMIZE EROSION. ROUGHENED SOIL SURFACES
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ARE PREFERRED TO MOTH SURFACES,
IN SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE
M
SITERCEPTORS
MCANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE
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ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN
ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE
D
CROSSES A WATER SEEPAGE
PLANE, ADEOU At DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITON, SLOPES
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SHOM BE STAMUZED IN ACCORDANCE "TH ITEM (17) ABOVIE.
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18. SSHOFLN DERAIN INLET PROTECTION. ALL STORM DRAIN 14M MADE OPER DURING CONSTRUCTION
A L 8 APROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM
OTHERWISE REATED
WITHOUT RST BEING ALTERED OR TO REMOVE SEDIMENT.
19. R FRR TVEPROJECT SPECIFICATIONS FOR SURFACE WATER POLLUTION PREVENTION PLAN (SWP9P)
ME
AR AT
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LEGEND
0
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CONSTRUCTION ENTRANCE SILT FENCE
--�Ebpl PROPOSED FINISH GRADE
INLET PROTECflCN
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EXISTING CONTOUR
0
RECORD DRAWING CERTIFICATION
PROJECT PER 03--0029 'j,
THESE DRAWINGS CONFORM TO THE CONTRACTOR'S
THESE PLANS APPROVED FOR
CONSTRUCTION RECORCS.
CONFORMANCEARE
NTH THE CITY OF AUBURN'S
EY — DATE
ENGINEERING DIVISION REQUIREMENTS.
PTLE/POSITION
APPROVED BY.
D-1.0
CONFIRMED By CITY. — DATE
DAM APPROVED:
LAKE TAPPS PARKWAY EAST (20,600 XD.T.)
EXISTING SIGNAL NTH �MS�TALL C! CURB AT SOUTH EDGE OF LEFT TURN EXISTING UTILITY EASEMENTS
CONTROLLED TAT TURN TO
LAKELAND HILLS WAY LANE FROM T EAST OF STOP BAR To MEDAN (TO REMAIN)
CONNECTION N&CMUDII-MC 1� �RB 9�� PAI�l
T -1- _WA
Im
A
PROPOSED RIGHT IN/RIGHT
OUT DRIVEWAY ENTRANCE
-PARKWAY EAST
SAWCUT MATCH & JOIN
Ekiiiik PAVEMENT
REPAIR EXISTING SIDEWALK
SEA
AS IN Aft-
D
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EXIS G UTILITY EQUIPMENT
(TO MREMAIN)
VVAVU_JBUWI_.AKELAND TOWN CENTER\21DWGS�AUT1108
SITE DATA
12 T2
WALGREENS DRUG STORE 1.58 AC SF)
�68,630
REMAINDER 3.61 AC 154,352 SF)
TOTAL SITE AREA- 5.19 AC (222,982 SF)
-DOES NOT INCLUDE WEILAND TRACT
BUILDING DATA
WALGREERS DRUG STORE APPROY 14,560 S'
PARKING DATA
WALGREENS DRUG STORE
STANDARD STALLS 67 STALLS
ACCESSIBLE STALLS 3 STALLS
70 STALLS
RETQOUTRAELD PARKING 68 STALLS
IT 5A!w AT" ZONING DATA
A I � , I vChal-0 A
21' ZONING. PUD - LIGHT COMMERCIAL
C_ m c�- CD c� SETBACKS
l.0 I END CURB -FRONT, 20'
RI*) ME 5'
0'
--REAR:
COD
ED NOTE LEGEND NOTES
1 ALL WORK AND MATERALS SHALL COMPLY NTH ALL CITY/COUNTY REGULATIONS
ALL LANDSCAPE AREAS. A
SEE LAND E/IRRIGAILCN DETAILS FOR
PLANNNGI'Ap NON -PAVED SEE NO CODES AND O.S.H.A, STANDARDS.
SHEET L-1.0
TRASH/RECYCLE
ENCLOS
URE NOTICE TO CONTRACTOR
L ®R PLAN APPED 2. CAUTION
ACCEMLE PANNG SPACE WITH HANDIC THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
F 4! ON AND MARKINGS, TYP.
MIN FAR PARI 51 ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
STOP So
- - - - SIGN WTH le STOP BAR (lYP.) RECORDS OF THE VARIOUS UTRBES� AND WHERE POSSBUE, MEA REMENTS
TAK IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT
E CURB RAMP PER WEDGE AND CITY OF @04
OMPLETE. THE CONTRACTOR MUST CALL
OR THE APPROPRIATE UTILITY COMPANY
AUBURN STANDARDS AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD at
LOCATION OF U LITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO W
RELOCATE ALL EAST UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT
IMPRO NTS ON THE PLANS.
PR
NTH THE OPOSED NO
TRASH ENIUMIRE WTH CONCRE PAD.
A E
SEE ARCHITECTURAL PLANS FOR DETAILS. 3. CONTRACTOR SHALL "I'M TO ARCHITECTURAL PLANS FOR EXACT LOCATIN AND
DIMENSIONS OF VESTIBULE, SLOPED PAANG, EAT PORCHES, SIDENALKS, RAMPS &
OC TRAFFIC ARROW TRUCK DOCKS, PRECISE BURDNG DIMENSIONS AND EXACT BUILDING UTILITY
7.85 16, :TV MATCH EXISTING SIDEWALK ENTRANCE LOCATIONS. z
CONCRETE SIDEWALK
. . . . . . --------- ----- NOSE DOOR CURB 4. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDIN OR TO THE 0
CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWSE NOTED.
RAISED ASPHALT EDGE OF PAVEMENT 5. ALL PAVED PARKING LOT AREAS WTHIN THE LIMITS OF IMPROVEMENTS SHALL BE w 0
STANDARD DUTY PAVENENT UNLESS OTHERWISE NOTED.
RIGHT ONLY' SON Z z
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- - - -- -- a 'C' CURB PER CITY OF AUBURN STANDARDS 6. OCINTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY
. . . .. . ENGINEERS APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. W cl)
DETECTABLE WARNING PATTERN WORK WITHIN THE RIGHT-OF-WAY SHALL BE LIMITED TO 15 DAYS AND
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COORDINATED NTH THE CONSTRUCTION INS ECTOR.
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/NL- A 7. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE TRUCK
m 18' 1TOP:13W NTH
4$TW-ON PAVEMENT - ACCESS WAYS SHALL BE INSTALiED AS PART OF THIS CONTRACT, IN
ACCORDANCE NTH THE LOCAL CODE AND ARE MARSHALL REGUIREMENTS.
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8. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY
- - - - - - - 'L TNi �':GEEVF --T�N . . . ... I EGEND < F- jr
LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. (SEE SHEET CS-tO)
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. . . .... . . . STANDARD DUTY 9. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS w
. . . . . . . i ASPHALT PAVEMENT SHALL BE APPUED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER
;S E, 77 7 - 7 7 TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVRG MARKING REQUIREMENTS)
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5� PAVEMENT UNLESS OTHERWISE NOTED. LIGHT POLE BASES TO BE PAINTED TRAFFIC YELLOW
HEAVY DUTY ASPHALT
O�U �Nl SON: 10. PARIONG LOT STRIPING SHALL BE TRAFHC YELLOW, 4' WEEK & DOUBLE COATED, _j
(DOUBLE COAT)
a, CONCRETE PAVEMENT
G 11. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MILCH
SCORED CONCRETE SIDEWALK AMID WATER UNTIL A HEALTHY STAND OF CRASS IS ESTABLISHED.
12. BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT
C,.CRETE SCEWALK@ CONTRACTOR SH
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ci) POT LIMITED TO, ALL DELTA S. STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS &
SAWCUT. MATCH & DEES, FTC� AS REQUIRED. ALL WORK SHALL BE IN CCORDANCE NTH
EXISTING PAVEMENT GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH
CONCRETE CURB ALL COST SHALL BE INCLUDED IN BASE ED. (L
13. STORE IDENTIFICATION SIGNS SHALL BE CONSTRUCTED AND INSTALLED BY
GRAPHIC SCALE CONCRETE CURB GUTTER OTHERS. THE CONTRACTOR SHALL INSTALL CONDUIT AN ELECTRICAL CIRCUIT
BETWEEN THESE SIGNS AND THE UGHTNG PANEL SEE SITE ELECTRICAL DESIGN
FOR DETAILS,
PIPE BULLARD MINIMUM FROMANY PORTION OF THE SON OR SlGN FOUNDATION SHALL BE 3'
RIGLIT-OF-WAY DEDICATION LINES. cl)
RECORD DRAWING CERTIFICATION PROJECT FEE: Q3-QQ22 ifid.. 7
THESE DRAWINGS CONFORM TO THE CONTRACTOWS THESE PLANS ARE APPROVED FOR
CONSTRUCTC14 RECORDS. CONFORMANCE NTH THE CITY OF AUBURNS
By — DATE — ENGINEERING DIVISION REQUIREMENTS.
TALE/pOSAfON _ APPROVED BY. 0—� -�_Z
CONFIRMED By CITY' —DATE_ DATE APPROVED:
VVA�U8UF"l,AP(ELAdND TO" BE
S.W. 1/4 OF SECTIOt 15 AND THE SE. 1/4 OF SECTION 6, TWP 20 N., RGE 5 E. W.M.
A F'ORTtON THE
STRUCTURE
SCHEt)ULE SCHEDULE
PIP
-M TYPE E (.0 ANUER — (A- 2 2
ST.) mr)
W. -411 IZ 11 7
MATCH EXISTING
WAN
EXISTRIG DRAINAGE
Z3 IN
1� TYKE I w
-z-
MI WS MW
FT —�2 -1, D7 If UN
Ci�
T—I W7.0 �17 [9] 1?- IN GINA
WM`
ml mo
M 12
-, f 8,
h TZ 2 �;557&M. i 33
M5
A T
GRADING NOTES
-t, 1. CAUTION - NOTICE TO CONTRACTOR
SEE I
-21 FOR
TO THE CONTRAGTOR IS SPECIFICALLY CAURONED AT THE LOCATION AND/M ELEVATON OF EXISTING UTILITIES
STORM PROFILE
AS SHOWN ON THESE P S IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND
TS TAKEN IN THE FIELD. THE INFORMAPON IS NOT BE RULED ON AS BUNG L(�ACT OR
Jr POSSIBLE MEASUREMEN
COMPEIE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS Bi
wo- ANY EXCAVATION To
REQUEST E T FIELD LOCATION OF UTI IT SHAL BE HIT RESPONSIBILITY OF
L THE CONTRACTOR To RELOCATE ALL EXISTING UTUTIES WHICH GONFUCT MTH THE PROPOSED IMPROVEMENTS ii
SHOWN ON THESE PLANS
2. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS
e PURR PVC BIDDING OTHERWSE NOTED.
DRAIN (TYP.) 1 STORM STUB. T 3. DONTRAC IS RESPONSIBLE FOR DEMOUTION OF EXISfli STRUCTURES INCLUDING REMOVAL OF ANY
CA AND MARK. EXISTING TUORRURFS SERVING THE STRUCTURE. UTUTIES ARE TO BE REMOVED TO THE RI T-OF-WAY
TRANI FROM Xl[1 27 IF 5�lF7
FLUSH TO FULL GH
4. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEVE 4 INCHES OF TOPSOIL.
CURB HEIGHT. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H: 1 V OR STEEPER. CONTRACTOR SHALL
4
4- PIC F04TM MAN STABU DISTURBED AREAS VIVO] GRASS IN ACCORDANCE WITH LOCAL SPEcincom UNTIL A HEALTHY
STAND OF MASS IS OBTAINED.
5, ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE UBC CODE AND A?PUCABLE LOCAL
IT
T.4e
C CO.T.G. REG"TION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
CONTR TOR SHALL ASSUME POSTIVE DRAINAGE AWAY FROM BUILIANGS FOR ALL NATURAL AND PAVED
AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE RINGING OF WATER.
FFE 5880
'2LF
7. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED
OF IN A MANNER THAT DOES NOT CAUSE CONTAMNATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE
1/2' D0,1 2 RR TO ALL TER AND CONDITIONS AS CURMID IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER z
DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTMTE& 0
& PROPERDES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSON DUE TO
INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STOFNIIWATER RUNOFF FROM PRODUCT SITE.
:4]
9- CONSTRUCTION SHAUL COMPLY NTH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. w z
OT94G
10 CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WTHIN THE BUILDINGS SPLAY LINE OR THE FOOTINGS. 0
DRAIN (TIP.) 11. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY.
1� IERF PVC 1Z FOR LAYOUT INFORMATION REFER TO THE SITE PLAN.
EXISTING SUMPI
0 co
STUB, NOT
12' STORM STORM DRAINAGE NOTES <
Z
1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE
CAP AND
LZ IE - 578
2
CLEANED OUT TO REMOVE A SILT AND DEBRIS. Z LL. z
Z IF AV DOOM
CONTRACTDRS G STRUCTURES TO REMAIN ME DAMAGED DURING CONSTRUCTON IT SHALL BE THE
RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO
RETURN IT TO EXISTING CONDIDONS OR BETTER.
DT vp 4/v 3. STOW DRAINAGE PIPE NTH LESS THAN 2�-V COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR
2 3 APPROVED EQUAL TO SUSTAIN H-20 LOADING
A
M�:SITE STORM DFWNAGE PIPE SHALL HE SMOOTH WALLED INTERIOR, MANUFACTURER'S VER19CAPON OF
-1 Lv LE 4. INGS ROUGHNESS ODEFACIENT N-0.012 OR LESS.
_j
5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION.
�A L -o'- 6. ALL CATCH BASINS AND AREA DRAWS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE
I , j 1 1 FRAME IS AT TOE OF CURB OR FLOWUNE OF GUTTER (MiERE APPUCABLE),
MA l*N
T04 UIS, 4' STORM 12' STORM STUB. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. z
GRADE DING STUB. 0. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECIDON AT STRUCTURE IS
,CAP MAR . CAP AND
t7212 IE %2.�� WATERTIGHT.
2- -FM` 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WTH PAVEMENT, AND SHALL HAVE (L
S M P 1 'S TRAFFIC BEARING KING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6* ABOVE FINISH GRADE.
TOR OF4.E GRAP C SCALE LIDS SHALL BE LABELED 'STORM SEWER*.
10. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO
SEE C-
'Ir 'Lit, k�q INVERT T, UNLESS OTHERWISE SHOW IN THE CATCH BASIN DETAIL.
18' STORM CON= SHALL CONNECT ROOF DRAW LEADERS TO PROPOSED STORM DRAINS AS SHOWN
-Z -CONNECT TO EXISTING <
LEGEND
EX. CONTO CLEANOUT TO GRADE RECORD DRAWING CUR C TION PRODUCT REF: (13-0029 7
THEM DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE APPROVED FOR ,
PROPOSED CONTOUR (C.OT.G.) CONSTRUCTION RECORDS CONFORMANCE WTH THE CITY OF AUBURN'S
SPOT ELEVATION STORM DRAIN PIPE By — DATE ENGINEERING DIVISION REQUIREMENTS.
TYPE I CATCH BASIN FINISHED FLOOR ELEVATION FREE RTLE/pMpi APPROVED BY-, f)— .5—Z
R
CATCH BASIN CONFIRMED BY CITY_ DATE_ DATE APPROVED: 11,qv2
MANHOLE
111AUEN-iffithki-AlKi TOWN CENTER�DVibGSLki-li 121 G
I
_A_RO"ON THE--$A114-OF SECTION 5 AND THE SE. 1/4 OF SECTION 6, TWF 20 N., RGE 5 E. W.M.
12
STRUCTURE
SCHEDULE FPIPE SCHEDULE I
I XAME. -E
FL/F-T.L Y
2
W.. 5n4l 12! a-
'n
6
STOR STUE, 127
4.1 CAP AND i w 1.
IE 593.67 -w 8 1
4" PERF. PVC FDOTING 11 r- Ly
it
DRAIN (TYP.)
2 W.5 Loill 12' 112 wi�
FFE 588.
\\�4* C.O.T.G.
is'
4
Ir PERF PVC LEGEND
C FOOTING Di (TYP.)
WATIRi (C.Oi
I EX.. TOUR CLEANOUT TO GRADE
EXIS04 M STUB, CAP PROPOSED CONTOUR
STORM D AIN PIPE --- SE- �5 I
AN MARK. GRAPHIC SCALE
STUB
SPOT ELEVATION
578.22 FINISHED FLOOR i IT[
6- TYPE I CATCH BASIN
22100
�0 TYPE 11 CATCH BASIN
ig
2
TYPE I MANHOLE
A!
---STaR" STORM STUB. CAP
AND MAV AND MARK
IF - 582.12 IE = 58164 .5
NNECT TO EXISTING
z573.68
'To"
STORM DRAINAGE PLAN STA. 20+00.00 TO STA. 33+23.16 -j
SCALE- 1' 40' z
zz
E 590 OPOSED 0 Lu ED
< <
PR
0.5%
Z (L < Z�
585 NOTE
PIPE MATERIAL SHALL BE
QRADE- 0 Q.5% P- T- 6* AND 8r SMOOTH WALL D
PVC, PIPE 12" OR LARGER -j
SDR 35 OR 21, RCP, D.L. D
al SHALL EITHER BE PVC Z
580 STA: S
-5 _LA.243+3.16 OR OER Wi (SERIES :zz <
580 STA, cmB ;� , 1 65) DOT 704 DGSIG. IN
9 Full-, RIM
27 1 1
00.5% RW!587.0 11 .6 ST 1+54,2 13'LENGTHS
CB TYPE
k 24 T Rli
Ifi lVC @ 0.5% JE 583.17 44.35 ST'- 30+28.29 CB W
Tk 1+ 1 1 PO TYPE 1 575 R STA, 32. 60 a LL
575 A 69.42 11 ST 2+452 1 STA. 20+ OR I
i CB #8 E 1111 G 587.2 0
S k 0
Tk 30 RIM
STA, 20+ .00 ill TYPE 11 STORM STUB. ce 1 64
C CT (1 -594.0 AND MA RIM&T470, it
C S
19" TORN 575.41 a-
1� IT RM STUB, ROL 12N.M 1. 5a3.67
z
DA 5 00 v E 573. cl 10
20+00 21+00 22+00 23+00 24+00 30+00 31+00 32+00 33+00
0 z
STORM DRAINAGE PROFILE STA. 20+00.00 TO STA. 24+96.72 STORM DRAINAGE PROFILE STA. 30+00.00 TO STA. 33+23.16 <
SCALE: HORIZONTAL 1" 40' -j
SCALE. HORIZONTAL 1" 40' VERTCAL 1* 4! RECORD TFICATION PROJECT RER 03-0029 (L
VERTICAL I* THESE DRAWINGS DFAVFAONRGM TO THE CONTRACTOR'S THESE PLANS ARE APPROVED FOR
CO"
CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S
R, DATE ENGINEERIN DIVISION REQUIREMENTS.
RTE/POSITION APPROVED BY. �)'
CONFIRMED BY CITY, --DATE DATE APPROVED: !�A.&j
5 A
"i lop.
A 41
1, -val i's
ml
F)
P,
NY
------------- --- ----- --- -
ERCIAL
DETENTION POND LAKELAND COMM ViFF 718/03
�"6 �mij
0
FLOW CONTROL
PHASE 11
1 fp— kj"-
L
Dra—Br. PERMIT
K3
DETAIL
TARRAGON '21— Cheolked By, Prqje�No.
AUBURN, WASHINGTON MDC 2002100.00100
0
BY
R� �n
—DM*
09/11/03 PACIAND
CITY COMMENTS
W128/03 PACLAND
CITY COMMENTS
03/15/03 PAC -AND
CITY COMMENTS
SS III H'I fillt-151
HIM - 507. :
�E(EX) .03 �W)
!E 58U,
SS 0.5%
1 12"
L
T
r
ELECTRICAL VAL)
EDE C-3.2 FOR
NATER UNE
�ROFIJES AND
�ASMNT_
WATER STA. 28+07.01 -
90 . $END (M&MJ)
THRUST BLOCK
m
MAIN
EASE
WATER STA. 20+37.32
W BEND (MJXMJ)
PIPE CROSSING OF 1' OR LESS SHALL
THRUST BLOCK
14AVE A SHEET OF ETNA FOAM 220
PLACED BETWEEN THE PIPES AND THE
PIPE CROSSING BEDDED IN SAND,
W"f""CA,
15' SANITARY
SEWER FASENOT ODCVA IN
(TYP-) " /2'
SEE C-3.1 FOR SANITARY 6' C.O.IG.
3EWER PROFILES
[ (E!'�SOUTH OF -OF
GAS METER OF BLDG)
1 - BLOW OFF
ASSEMBLY
I WATER STAL 22+49.63
� 1 - lrxB- TEE (MW)
1 2 THRUST BLOCK
' 1 8' GATE VALVE (FLAIO
-1 =f GAP iz
12' D_ W/M
12' D.I. WZM
611 - 177
RIM = 585.8
FE 581.21 C'
ME
581.31
v
BE C. T.G.
WATER STA. 21+96.38
IE - 582.30
90. D (MJXMJ)
(16 SOUTH OF El
RI 91
:E C-3+1 FOR OF PAVEMENT)
S TARY SEWER
PROFILES
WATERMAN 12 W_ SANITARY SFWAR MAIN
12" ADAPTOR (FL,MJ) FIRE HYDRANT (LSBL-2 & 3) w SS MAM40LE
12",12' TEE (FL�FL) FDC
THFU ST AT XX SS CLEANOUT TO GRAIN
THRUST BLOCK (LSBL-1) (PER C.O.A. STD DETAIL
1 8',12' REDUCER (FL�FQ REDUCER GAS LNE
I - I 2� SITE 1 8' GATE VALvEJMJ,F_) DOUBLE CHECK GAS METER
V ALIT (.'�Fl) BACKIFLOW PREANTOR 11111 TELEPHONE
T CAP
THRUST BLOCK WATER METER ELECTRIC
WATF-P NAC'RAU 1 AR/VAC FEWER VALVE (USBIL-7) 9
VVA�AUFMURNM_AKEI_,ANID TOWN CENIEEM21DWGS�AUTI 13W
4-5, A NIL) TWE OE-. _w.m.
P IQ
GENERAL UTILITY NOTES
L
ALL llll= Tl�IA'L.L EE LOCAI,, STATE DOT AND AP.WUk STANDARD SPEOFICAVONS.
T
2. TRACTOR
THE CONTRACTOR IS SPECRICALLY CAUTIONED THAT THE LOCATION AND OR DIDATION OF
EXISTING
UTUE.Uni-ITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
AND WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATON IS NOT
TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE
APP�ATE LHETY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST
MT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBUTY OF CONTRACTOR TO
RE A UTIUTI AND CaSTING NPROVEMENTS WHO CONFUCT WTH THE
PR= ALL EXISTING
'O'MN
IS ON ETHE NS.
3. CONTRA To TECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE SLOPED
CTOR "ILL REFER ARC
PAVING, EXIT PORCHES. SIDEAVALKS, RAWS AND TRUCK DOCKS, PRECISE BULDNG DIMENSIONS AND EXACT BUILDING
UTILITY ENTRMCE LOCA DNS. 1§
--------- 4. REFER TO INTERIOR PLUMBING DRAWINGS FOR EE-N OF ALL UTLAES.
5. ALL ALI MATERIAL SHALL BE IN PLACE, AND COMPACT. BEFORE INSTALLATION OF PROPOSED UTILITIES 42
6. CONTRACTOR SHAUL NOTIFY THE UTUTY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO MY EXISIMG LINE. 11
FOR WATER WATER STA. 26-F4,183 -1 111,
LES AND 7. MINIMUM WATER AND SANITARY SEVER TRENCH WDTH SHALL BE 2 FEET.
W BEND ("J) _�L T7D C 8. ALL UflUTES SHOULD BE KEPT TEN (TV) APART (PARALLEL) OR WHEN CROSSING 18E VERTICAL CLEARANCE (OUTSIDE EDGE
THRUST BLOCK OF PIPE TO OUTSIDE EDGE OF PIPE).
4. N THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERUNES, SANITARY UNES� STORM LINES AND GAS LINE (EX I AND
"T"
SEE C-3.2 FOR WATER FIR MED), THE SANITARY LINE SHALL BE DUCIELE IRON PIPE WlH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH
MAN PROFILES AND OF CROSSING THE WATERLINE SHALL BE MECHANICAL JOINTS VAN APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE
EASEMENT A MINIMUM O� 18' CLEARANCE, MEETING REQUIREMENTS OF ANSI A2110 AND ANSI 21.11 (AWWA C-151) (CLASS 50).
10. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKRLUNG. � z
11. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WTH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO
MATERIALS AND INSTALLATION OF THE WATER AND SEVER LINES
IZ ALL NECESSARY INSPECTIONS AND/OIR CERTIFICATIONS REQUIRED BY CODES AND/OR UTVJTY SERVICE
TRANSFORMER PERFORMED PRIOR TO ANNOUNCED BUILDNG POSSESSION AND THE FINAL OONNECTON OF SERVICL IIMPANIES SHALL BE
13. CONTRACTOR SHALL CDORDINATE WIN ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS
14. CONTRACTOR TO PROVIDE TRENCHING, BACKIFILL 2 - e PC SCHEDULE AD CONDUITS, AND PULLING NRES FOR
CHUM
,SZ&ROUND TELEPHONE SERMCE FROM EXISTING FACILITIES AS SHOWN ON PLANS CONTRACTOR TO COORDINATE
WATER STA. 25IU26 PON A PONT OF CONNECTION WTH UTILITY PROVIDER,
1 - lrxr TEE iM-WL) 15. CONTRACTOR IS TO FROMM TRENCHING, CONDUIT, AND BACKALL FOR ALL UNDERGROUND POWER LINE AND VAULTS As
2 - THIRMT BLOCK REQUIRED BY DAILEY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UlHL0 PROVIDER. SEE SITE ELECTRICAL
A ATH , - GATE VALVE (RXMJ) PLAN FOR SITE UGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS.
TH 8
I - 8' CAP
PIV 32LF 8' DAL "
1 G'xlf TEE (MJxW)
1-112 DOM I THRUST BLOCK
11 WATER METER
-IRRIGATION METER
LOCATOR, SEE
IRIIGATKAN PLANS FOR
DETAILS
--WATUR ST& 24+88. 29
1 - ARE RY)RANT
A=)Y
SS MH 11611-1
t_FTELIEI�INE VAULT
CA AND MARK
HE = 5112.87
lf,12' TEE (FLXFL)
Uf REDUCER IWO
2 - THRIUST BLOCK
1 127 GATE VALVE (Mjxfl)
r co.T.G. 1 8, GATE VALVE(Mmo
E = 5OZ87 I - 127 ADAPTOR (R-J)
(10' SOUTH RAP I _ 8* CAP
OF JEDGE G HIC SCALE
OF PAVEMEA�
25LF SS V.
FOR WATER APPROVAL ONLY
,G) ARPRQVED BONHWY I-AKE RULE NO.-
R-02)
T.
THE FOLLWNG S4'ECIAL PERMI'ES APPL�
NOTES
-WATER
1 . SEE DRAWNG C-3.1 FOR THE CITY OF BONNEY LAKE STANDARD NOTES.
z
2. ALL OONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER. AND
0
UNDER SUPERMSION By UTILITY PROVIDER FORCES AT ALL TIMES, ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER
STATE REGULATING AGENCIES MUST BE MET.
F-
3. AN 18-INCH MINIMUM! SEPARADON IS REQUIRED ON SERMCE TAPS ON A MAIN DINE
0
WS
4. ALL D_B0 /9ENDS ON WATER MANS SHALL HAVE THRUST BLOCKS,
0
5. DEPTH OF 42* FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER UNES SHALLOWER
THAN 42. OR DEEPER THAN 72' IS PROHIBITED.
0
6. ALL NEW PIPES MUST BE PROPERLY FLUSHED. PRESSURE TESTED. AND CHLORINATED BY THE CONTRACTOR, AND
INSPECTED By UTILITY PROVIDER AND GOVERNMENTAL AGENCIES IMTH ARSDfCTION.
<
3:
7. ALL BACKIFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFILOW PREVENTORS, REDUCED PRESSURE BACCFLOW PREMENTORS,
PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTUTY PROVIDER AND GOVERNMENTAL
(L
AGENCIES WTH JURISDICTION.
z
F a:
BACKALOW PREVENTION DEVICES SHAUL BE CONSTRUCTED OF CORJMON RESISTANT MATERIALS.
SANITARY SEWER NOTES
1. Alt ODNSIRucHoN/ENsrA_LnoN OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL
MANNER. AND UNDER SUPERASION OF CITY FORCES AT Ali TIMES, ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER
STATE REGULATORY AGENCIES MUST BE MEL
2. THE MINIMUM SIZE FOR PUBLIC SEVEN MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHA L BE SCHEDULE
D3034 PM MINUNKIM PIPE DIAMETER FOR PRIVATE LATERALS IS 6' AND OF SCHEDULE D3034 PVC. ALL SANITARY SEWER
LATERALS MUST BE PROPERLY MARKED AT ENDS.
z
3 CONNECTIONS INTO THE EQS'NG SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY
THE LOCAL JURISDICTION PRIOR TO BACKRUJNKU
4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE RIOROUGHLY QfANED, INSPECTED AND PRESWRE/VACUUM
TESTED AS REQUIRED By UTtITY PROVIDER AND GOVERNMENTAL AGENCIES NTH ARSDICTION. ALL TESTS MUST BE
WTN SELL AND PASSED BY NE UTILITY PROMOTER AND GOVERNMENTAl- AGENCIES WTH JURISDICTION PRIOR TO PLACING
INTO OPERATION.
5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE
PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND.
6. ALL CLEANOUTS SHALL BE PER THE CITY OF AUBURN STANDARD ETAIL KWER-02.
RECORD DRAWING CER FICATION
PROJECT BAR. - q l"L.6
INESE CONFORM
DRAWINGS TO THE CONTRACTOR'S
THESE PLANS AIR=
E PPROVED FOR
CONSTRUCTION RECORDS,
CONFORMANCE WITH THE CITY OF AUBURN'S
BY DATE
ENGINEERING DIVISION REQUIREMENTS.
LTUE/POSARON
APPROVED BY, 0�-
CONFIRMED By CITY, _ DATE
DATE APPROVED:
590
585
580
575
DATUM ELEV
570.00
WAIALUBURNILAKELAND TOM CENTERQDVVGS�1131S
A PORTION THE S.W. 1/4 OF SECTION 5 AND THE S.E. 1/4 OF SECTION 6, TWP 20 N., RGE 5 E. W.M.
- - -- ---------
3 �4-w-
- -- — - ----- ---
S MH 11611-
'N
6, C.QT.G.
(2' SOUTH OF
FACE OF BLDG)
321f 6" SS
STU
�CAP AND MARK
14.00 IE = 5OZ87
12 IL 13
7
61 GRfHIC SC
L
SANITARY SEWER PLAN STA. 10+00.00 TO STA. 14+89.44
SCALE. 1' = 40'
F
PR"�
D GRADE
EXISTIN
GRADE
4OLF 8"
F-_8"W-SS
6.5%
SS
pvc ss 0
00.5%
L-4'
STA. Q+
IAI
-'s'
SD
Ila'.. III 1D
..14
STA: 11.11I)AC
Ex 58L.6
1
STA. 144.4.
OVA
5 SS MH 11611-16
ft . 5!1715
SS MH #1611-11
=-wa--
m lkw
SS MH f 11 -18
- ----- 11 = 7 -
= 5W.031 (W) IE 590.33
(W)
581.21 (N)
B- WYE
lu, '"El
�QEX)
E 580.13 (E)! IE 5110.43
(S)
581.31 (E)
IE = 501.83
S
E = 582 14
STA 1�16.
6
STA: 144
8' WYE
SS �s
IE= 5112.40
S)
IE= 582.117
10+DD 11+00 12+00 13+DO
SANITARY SEWER PROFILE STA. 10+00.00 TO STA.
SCALE. HORIZON - 1' = 40'
VMCAL- 1" = 4!
i
14+89A4
< z
0
w Z
z
2=82!
W co
0
LEGEND
SANITARY SEWER MAIN 251LF SS
z (L Z�
<
SS MANHOLE
SS CLEANOUT TO GRADE
Lu
WATERMAIN
8
FIRE HYDRANT
-
<
FOG
LIST BLOCK
w
REDUCER
-i
W
DOUBLE CHECK
BACKFLOW PRE TOR
LL
�::
WATER METER
w 2
(L
CA LINE
GA: METER
z
TELEPHONE
<
z z
<
RECORD DRAWING CERTIFICATION
PROJECT REP. 93-0029 11-
THESE DRAWINGS CONFORM TO THE CONTRACTOR'S
THESE PLANS ARE APPROVED FOR
CONSTRUCTION RECORDS.
BY — DATE
C014FOPMANCE WITH THE CITY OF AUBURN'S
ENGINEERING DPASION REQUIREMENTS,
TITLE/POSITH)II _
APPROV" BY.
CONFIRMED BY CTY_ DATE
DATE APPROVED: — VA
j"
585
SIX
575
DA7vAf ELE11
570.00
20�00
A PORTION THE S.W. 1/4 OF
VVA�AUBUR%LAJ<EL,kND TOWN C—R%2DWG�UT1 132W
-1014 5 AND THE S.E. 1/4 OF SECTION 6, TWP 20 N., RGE 5 E. W.M.
— - - -- - - - - - - - - - - - - - - - -
120 00
15' WATER
2
EASEMENT
A
"co
:'y
4 - - - - - - - - - -
23*00
EASEMENT (TYP.)
'-49 L, 12*1 D.I. WATER �110 LF 12' 0.11 WATER �-ll
'� 12' 1.1. 1
12* 0.1. WATERI LE 12" D.I.
GRAPIHC SCALE
CROSSM TABUE'
URL I
-lk
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CITY OF BONNEY LAKE NOTES
1. PRIOR TO ANY CDI ACTIVITY, THE DEVELOPER SHALL ANN NOE AND ATTEND A
81
PRE-CONMUCRON CONFERENCE NTH THE CITY OF BONNEY LAKE.
I AN APPROVED COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
J. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE VIDA THE CITY OF BONNEY LAKE
APPROVED STANDARDS
4. ALL WATER SYSTEM MPROVEMENTS SHALL BE CONSTRUCTED
IN ACOORDANCE WTH THESE
APPROVED PLANS. ANY DEIAAlHDN FROM THE PLANS MLL REQUIRE APPROVAL FROM THE
OWNER, ENGINEER, CITY AND APPROPRIATE PUBUC AGENCIES,
5. NOTIFY THE CITY OF BONNEY LAKE 72 HOURS (3 WORKING DAYS) PRIOR TO BEGINNIN
CONSTRUCTION AND FOR MY RESTARTS OF WORK.
6. THE CITY OF BONNEY LAKE SHALL BE NOTIFIED THREE WORKING DAYS PRIOR TO THE
TME OLE DEVELOPER WOULD LIKE TO CONNECT TO DOSING MAINS OR FOR INSTAILLATON
OF TAPPING TEES. THE COII SHALL BE DONE IN ACCORDANCE W THE CITY
REQUIREMENTS. DEVELOPER SHALL NOT OP TE MY VALVES WTHIN THE EXISTING
ERA
s
YSTEM� ONLY
THESE WILL BE OPERATED BY THE SONNEL
PER
15
7. FOR AID IN UOUTY LOCATON, CALL 1-8004C21T4Y D5F1BGN4`N`YGLARKSE
1.
PRIOR TO BEGNINNO OF CONSIRUCflON (2 WORKING DAYS)
UT RES, WHETHER SHOWN OR NOT.
LOCATED PRIOR To CONSTRUCTIEXISTING
SHALL BE ON, SO AS TO AVOID DAMAGE OR
.3
DISTURBANCE, AND INE DEVELOPER SHALL ASSUME ALL RESPONSIBILITY AND COSTS
CONNECTED THEROMTH TO PROTECT, MAINTAIN AND REPAIR. WHERE NECESSARY.
S. PIPE SHALL BE DUCTILE IRON, AWWA CLASS 53 FOR �INCH PIPE AND CLASS 52 FOR
PI
6" PE OR LARGER. lCINrS SHALL BE RUBBER GASKETED, PUSH -ON TYPE, OR
MECHANICAL JOINL MEETING AWWA SPECIFICATIONS. FITTINGS SHALL BE AWWA, CEMENT
LIKED, DUCTILE RON, OTHER MECHANICAL JOINT OR FLANGED, AS INDICATED HEREIN.
9. UNLESS OTHERWISE SPECIFIED VALVES 12-INCH AND SMALLER SHALL BE RESILIENT
SEATED GATE VALVES, ACCEPTABLE VALVES ARE MUELLER, CLOW. M&H OR ROUS.
VALVES LARGER THAN 12-INCH SHALL BE BUTTERFLY VALVES. ACCEPTABLE VALVES ARE
AM 450 OR 4500 OR PRATT EQUIVALENT
10, HYDRANTS SHALL BE MUELLER CENTURION A-423, CLOW MEDALUCN, WATEROuS (PACER)
OR M&H (929). HYDRANTS SHALL CONFORM TO AWWA STANDARD C502-73.
11. THE WATER MAIN CONSTRUCTION PHASE WILL NOT BE CONSIDERED COMPLETE UNML THE
INSTALLATION IS ACCEPTABLE TO THE CITY OF BONNEY LAKE INCLUDING A SAISFACTORY
HYDROSTATIC PRESSURE TEST, A SADSFACTORY DISINfECflON TEST. SAMACTORY FLOW
OF SERVICE LXS� AND COMPLE70N OF ALL fTEMS ON THE INSPECTORS PUNCHUST.
12. THE CITY OF BONNEY LAKE REQUIRES T14AT ALL NEW WATER MAINS WTH DIAMETERS OF
12 INCHES OR LARGER MUST BE POLYPIGGED IN LIEU OF FLUSHING
3 TO STA. 28+32.37
LEGEND
SANITARY SEWER MAIN
SS MANHOLE
SS CLEANOUT TO GRADE
WATERMAIN
PROPOSED GRADE
FIRE HYDRANT
EDO
6-
9 2
THRUST BLOCK
-EXISING
GRADE
REDUCER
DOUBLE CHECK m
BACKFLOW PREVENTM
WATER METER
GAS LINE
GAS METER
L��
�14'
TELEPHONE
FOR WATER APPROVAL ONLY
711
5
11 ILE
LF 12' D.I. W TER
12' D.I. WATER
APPR�D BONNEY LAKE FILE NO.
-47 LF If D.I. WATER
CITY OF . �NWEI LAKE
122 LIF 1�'
DJ. WATER�,'
21+00 2200 23+00 2400
WATER PROFILE STA. 20+00.00 TO STA. 28+32.3
SCALE H, 4
V. 4�
VI' 1 -E DT
I
Q.NG SPECIAL PERMITS APPLY+
RECORD DRAWING CERTIFICATION PROJECT REF: 03=022
25+00 26+oo 27+130 28+oo THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE APPROVED FOR
CONSTRUCTION RECORDS. CONFORMANCE WTH THE CITY OF AUBURN'S
By _ DATE ENGINEERING DIVISION REQUIREMENTS
RTLF/POSPON APPROVED BY. 5'-M
CONFIRMED BY CITY_ DATE DATE APPROVED: lh./ejr
A PORTION THE S.W. 1/4 OF SECTIO 5 AND THE S.E. 1/4 OF SECTION 6, TWIP 20 N., RGE 5 E. W.M.
A/
-VC
6' DDCVA IN
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W = 5,3
IE 58454 (SW)
IE 594.64 �El
IE 64
WMAUBHURMLAKELAND TOM CIENTER\2DVVGS\ALJT101 ip
12 12 In
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GRAPHIC SCAL.E
LEGEND
EC CONTOUR CLEANOUT TO GRADE RECORD DRAWING CERTIFICATION PROJECT REP 03-0029
PROPOSED CONTOUR (cO.D Q) THESE DRAWINGS CONFORM TO THE CONTR*CTOWS THESE PUNS ARE APPR D FOR
STORM DRAIN RPE CONSTRUCTION RECORDS. CONFORMANCE WTH THE CITY OF AUBURN'S
SPOT ELEVATION FINSHED FLOOR ELEVATION FFE BY — DATE E14GINURNG DIVISION REWREMENTS
TYPE I CATCH BASIN TITLE/POSTRON — APPROVED BY.
TYP CATCH BASIN CMFIRMED BY CITY. . DATE DATE APPROVED:
TYPE H MANHOLE
A PORTION THE S.W. 1/4 OF SECTION 5 AND THE S.E. 1/4 OF SECTION 6, TWP 20 N., RGE 5 E. W.M.
.... . ...... . ......
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RECORD DRAWING CERTIFICATION
PROJECT REF. 03-OM
lHESE DRAWINGS CONFORM TO THE CONTRACTORS
CONSMCTION RECORDS
THESE PLANS ARE A D FOR
CONFORMANCE NTH THE aTY OF AUBURN'S
By - DATE _
ENGINEERING UVISON REOUIREMENTS.
TITLE/POSIVON
APPROVED Br.
CONFIRMED By CITY, -DATE_
DATE APPROVED: 140�
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AUBURN, WASHINGTON
A PORTION OF SECTION 5 AND SECT ION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST,
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6� � ACT
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OWNER/DEVELOPER
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SURVEYOR
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2C61 SOUTA. 55TH, SUITE 200
TACOMA, WA 98409
(253) 4 3-44q4
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LEGAL DESCRiP_I ]ON
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052007-4-007 sm
ED TP a ALON, THE ADU OF SAO EIR`E
OF M2�2A' A N TANCE OF 27 .+2 FPr.
H OUT FUT 0) A POINT ON A RON-TANGENT
CEF� HAV14R, A. RADNIS 7 165,79 FOCI, 'RD
A NORTH 691A33' E�Sl; wl-EP
I CEDER, NOD ALONG THE ARC OF SAID CURr
OF IY49'13' A ASTANCS ED 19453 FEET,
AN' OF SAN CURVE DROUGO A OECD& ARGUE OF ACIZ31Y A 0111ANCE T�� , !, %;—
j �
CF �46,4 FEEP fl,�NCE ISMS &C� AARGIN, NORTH W;srw CAST 1!14.0
PEFT. THERa- wP oo-N0,21, AESI 7110 , Toga 50,�f 6T5413, , i qn,
EF,
WEST lUTV PEE i TO THE WEST Ulf 0' THE kii. M04IONFD 7-CMI
TRENCE SETH W.lPt' OUT AIND SAID fST L� 5�� fSEY Ta ID
PUNT OT 81ONNIIIA,
AU TO� 3 �IR T9, SHORT SlUDDASON AP1,0VTO ON
,Ul 27TH, 20
CXCDPT THAT PDROON "OR LOLLARD SELLS
WA�
CITY OF AUBURN GENERAL NOTES
1, THIS TEIIELOPMENJ LGOJFC� SHAIL CONFORM 10 -HE CITY OF AUBURN'S
5, PRICE TO I FIE S�ARF OF CONSTRUCTION A PROPOOLD PUTT AND SCHEDULE FOR
TO IF ThE Cl
B[ClEIREIRENI- AND BE IN AICIORDANCE NTH THE APPIC'UP PLANS AN' CHARGES
"AdLING MATERIAL SPALL BE SUBMIT ED ViE C11-1 FOR AIPRO�Al,
PROPOSED HAD SEAT 'ALL ""R"I MPAO! TIE StMT
HE ORA THE iPPROVID PLAIN WILL REQJRAE APPPOA�A- ffCM THE OWNE!, ENONEP
AND PH C
. THAT THE
6njFM�A "
TAkTWORN, IT NO MAY TED -PEAK KDURS OR
GO JM1 TO APPROPRIABE OFF
LIERNATE RONES.
2. A)l KORKIIANIHIP AND MAMIALS SHALL CODGER TO THE �WkS+YGTON '-ATE
AT, SHATL� BE RESPONSET1 FOR PUBLIC S*F Y OA ANI AR&OND THIS
DEPARIMEN1 -Ir TRANSPORIATiON (WS3,T) STAIDARE SPEC19CATION FOR HGAD,
PWDIET� INKICA To ,HE STAR! T WORK, ALL 41 AND EQUIP ENT USED FOR
MO
ANODE AND MUNCIPAI (2)'"11ATES' EDITION), TYCLFI B-PE
9RAFAC AND STREET MAINTENANCE SHAH BE SLEIMITTED 'HE GTY FOR
SUPPLEMENTED OR MODIFIED BY IKE �TTAS CONSIVANION 51 FVVARn DETAILS &
APPROVAL CONTRACTORS AND OUR SGREFT SHAIt BF. LIABLE 'OR INJURIES AGE
SHANDAP DgTIFjAArGAS PAPUA- COPIES BF THE ABOVE DOUTMEISTS SHALT BE
DAMAGF.S� TO PESSONS ANN PROPERTY SUFFENED bECALS' OT CONTRACTORS
AVAILABLE A-, �t X9 STE DURING CGIRSwiTON,
OPERATONS AT AEGL�GENCE CONNECTED WITH THEM
A PPE -CON TRUCITON MEETING FRAIL OF REGARDED PRIOR TO THE ��TIAP. OF ALL
S
7. A�, CONSTRUCTION S!,RWING FOR EXTENSION OF PABL_ FACILITIES BIALL LIT PON"
CONSTRUGM-N. CONTACT OF PUBLIC VDRKS DEPARTMENT A' 253-931-4010 TO
bNDER THE PRE,11ON OF A WASHINGTON UCPSED AND SUR"EYOK OR A
SCHEDLI � A MEETING.
WASHINGTON JDANSED PROFESSIONAL OPAL P-NEER
4, LOCATIONS PIT FOR UISING UIUT!r-' ARE APPROXIMATE, THE GGAIRACT"
5 CETR�S�1'1) DRAIAIN Z ARE REOWRP �RV TO PRO,EOT ACC[PfAACE. REFER TO THE
j'
CAHITIONED TIA I OVERHEAD IjTU`FY JETS MAY NO, BE 3140* ON HE ORA,%�
RESCIND C0qSTlul'nOv OCONEE., HANDOUT.
SNAIL SH E TIE CZflTRAfCRS RESPONSIBILIFY TO DETERMINE , TTHE TRJE El-L"All"
AND LSPATONS Of AL UNDERCkOUNO UALUTO AND ThE EXTENT OF ANY 07ARD
, - ' EXtTY ONES. IDENTIFICAIKA, LOCA"ll. NAR444C ARE
LB F A TID BY GACRHEAD
RESIT'NSUFUTY FOR UNDERGROUND FACILITEE OR 0-DIES, IS GOVERNED BY THE
PROVISOS^ OF C4ALIR A.122 REYSEL CODE OF WPSI+.NG',CN (RCV, PRIOR W
STARTING CONSTRUCT" IHE (AlflRACTU, SflAlL CALL ONE-CALI
(1-8DO-424- 555b) FOR (DULY LOCATIONS IWATDR, SANITARY S'WER, STORM $WER,
GAS, POWER, TE6IEj`rGN1 AND 'TUDASKA)
SIT PLAN
.E.
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AVE S,
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PROjECT
A19EA
VICINRY MAP
DRAWING INDEX
SHEET NO. DRAWING TIT I
CV-1 TITLE SHLIElf
D-1.0 ROUGH GGRAUNG AND
TEMPORARY EROSIOIN CONTROL
D2�0 FR011iaN CON ' rROL DETAILS AND
SiTE SECTIONS
D - 2.1 GRADING AND
FA
,OSION CONTROL NOTES
D--2.2 ROUGH GRADING SECTION
SEOUENCE OF CONSTRUCT! ION*
PON, T 'NOTION MEETING WHILI PITY OF lURJRN. CONDRAC0 TO CONIA7 CITY. 0.1
ALBUM. TO SCHOOL- PRE-CCALSTRUCTIOL4 MEETING.
TE 71 111,CIT 11 SEDIMENT LOADING,
11TAIL MIDI 110 11TUR 11, CAIIJI 119, A`l PIPE RULE
AS -ALL FEMPORARY CONSTRUCTION EMYRANCE AND SILT FENCE.
4, UARI-AIN EXi PC SEIIJA�Nf FORD AND RISER.
5. OLxG A40 STAKE C�FARING DENIS. PERFORIO ROUGH, CRAD14C AS SHOWN UN PLAN& I 'TAj
PROPOSED SEDIMENT POND AND GRA�x, CONE RISFR FRIAR TO DLUNC EXIST DNU -VILASEN1
PONT, INS SWAT FS AND CHECK DANIS DO HOUTE RLANOFF Tl PA GOOSED
iNT�
SEONFIfT PTO#hIDL
6, ONCE SODOM GRADES AFT ESTABL'ShED, STE TO BE S;AB!IJZ,D PER CITY BE kUDURN
RECI
7. RISACOVE E4,0SION CONTROL MEASURES ONLY AFTER R&DIANG APPROVAL FRON4 THE CITY
INSPECT
IRAIM
CONSTRUCT -
By
EROSION CON70L SEXFACL FOLIAGED A$ A CUOE 'AN ME )Elr� OPMENT OF TqE SITE.
I 'ONTRACTO Or,, FOR ITE
R SHALL COORDINATE W41 THE 01 00ECTOR THE FIR -F - S�QUPCE
TTLE/rosl!
Nslh'APIGA, OF PENSION CONTROI MEASURES ITEMS Sj'4� AS INLET PROTECTION. S,_f FENCE
'OH,
ANU, SEDIMENT PONDS MA' NEFF TO SE� FRASER DO FNCUTATE CORSTRUG11OK PHASING:
T�w E
I DRA lVG EUITRIGAfiON
I P�CIFCT OFF:
S CONFORM TO Ti, C)NTRA.-TOR'S
i ESE FI,NS 4F APExOAFD FOR
TGRAIANCE %A�H 'FIE CITY 01 ALBURTI'S
IF
NG`Ir FANG INSION R"�UNP,
AlRmu SF,
,CITY GAT"
DATE Ar"Re"ED:
CV-1
A PORTION OF SECTION -5 AND -SECTION 13; TOWNS
W.,M., CITY OF AUBURN,, Pefi�E =NfYZV
i MAING PET RO31I LAC, REFULALOR 4NC'l�
F 9 0L�� AND -AYk'
1ELICOMM VML L
�[]Y COMMEllS AN"
T�
I (0)NDRACTOR TO
CR APFS t'Z
CANING "'RADES - `� Wl' As
lll� IR11 IrSSI IRA;INSS P IAFX� AID B 1111
REFIRISEFj� A FOLIOG 1.04,; �.UJZ,' LUP.TRA'T"'ff
O'YER-1 G�A'Dls PRIOR To cot,srluc.Ol�j'� 5L,
::<STING PBL-W R VAULT
11, T 2�1;411.11N'
LOUATON ANJ LAYOUl 01 4' T" rtr,
'CWFP IIAJ-' HP APEX
EWNEERING,
IC WRR LOCVTIO,'� PRUR
-c
Iqc
S: �V,'A�
, , HHILIGTOFIAUSFRNI��AKPi ANf� U0WN
ku
)N,-
'K -n
SITE ADDRESS
3TH,
.4"
"Ou IU
MKIF TOPPS PARKWAY
FAST AN) t KELNU
S WAY
SAW
Ax
F ROUGH GRADING
OUANTITIES
'UL:
IVII Cl
A
vv"
-Wl
P�r A�D 80I,ND4
11 Fl� JP AD
1 95 "i
�,Tj',
If
iCT
- SiAl-
A JI 7
'�j
LwIl BE
C-L !140
X, PER
SIJD� BY l�IAD
LEGEND
TE
P. 'k'p'
TEMP47ART SFNWE �'—
AVFL "I's, T
cArcli BASIN ;1, R 'D ... t 'N'
CLAE SLY A�BUSN STE. 'RO' N-01
0
V
ElEl
-,A I
'A�
IINISH ORAIE
!A`- VNI SF Top S, RII
IS 'r"y w
i SF
","8' EXISTING DON FOU1, z
RTACE 4FEA �L-� Ak
FEE
VMS �'V- FOB— [Z"DID 'Ul,"IF I I
T FIN21'
'S' L 5 w 0 ri
DR OF AUBURN SF). UITAII IROSON 0' <
'�T
Avu
0
A,
Q "\, , , CALCH BASIN PROTECTION
- v , L CRAINIEL Q-Y OF AUBURN STO D' �lil 110�10N-04 C) M m
A;"�' "V
-IcbF- z 2t
L
",,,A, "L-*Al IMP00IRY ORA�!L CCNE il�'ER
OP 'V
_MFO �,Ok
t INTPRilKIR SWALE m
STU
0 DIT11
El' AON-�l
tATS TLZAR K' <
511 [,1 VALUN
-7�
CH�C' DAM
0
VJY OF AUBURN AID, TT TAII FROSION-05
BE
rA REE j
4
Z
0
C�ECF 1AMS-1 0 1112 FIR,
V) GRAPHIC SCALL
MINT -IC
SWALE
L.I",' " - ' w z
(,FAR'OG NU upla,
0
IF SvWr
FENCE
�XISTNI
LRAU z o
w
I rp.wEmAu:
DRA$ING 9 11
Ritz -'FFT3R FADE F IEEE R, IFF '.04TRACTOWS I- E��'FLAANS ARE 4P A
SWAL', CONSTRU01N 4CORD.1'r 1 14. 1 AII VIT4 "' CITI 0' AUBURN'S
BY EN';!NI' IDN'SON REQUAREMFNTS.
SECTION plupiowm 13 --Vi
-4a�� — I DAID
NI'S 1:
COMFIR D P, ',J'Y.- 041� I JAT APPVvED'
PMAWNGTONW] Llf!�,�LAKF� AND 1�� �,ENTER�2-AIMNOS��UTIOME
A PORTION OF SECTION: 5 AND SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST�
W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON
BERV sw" F �R) � A ON DOWN m 1�
SLCPE SIDE OF SWA-F
SLOF D14AI-f SICRMWATER M,144�','EMEAI
MIA
r� - CE CHECK CAM -47R GARREP,
PER CATY OF QL1,0N STD
CE FAL EqODM-03, 1% Mj�N, �LOPF TO DPAR
TEMP0RARY INTRCEP—MR SViALE
—01
N TS
M' CUP STANDFIFF, )P�N FOR,
LO'ED BOTTOM, INCASED N COWRM
)VEfflow ELEVATION - 5M.' 0
1�' '�l MR.R �R, OPEN AT T01 I
SF' 'OP Of PIPE AT 581), 1 ---1
.
/-' 1/2' WASHo �CCK
I" TlqCM� M FALES 14110JOY AT 10 D C
UME EF 'hE CRAI-E! CONE PERr-Doo4S
GRAI�L CONF
boAtt EE LOCA-0, 4111IN
SILT FEFC�
O-MM LEVAPON �611.0
OP Y BRM V1
58.5
NAIER SURFACE
?l. 7
11 IVC
-1111 ME �D I'S14 All "M IF -
DEAD
!O�A'E
Pon w i Toy,
OU �-All,
MA 2,"' S, MAO/'
45
WATER TOW SEk
F`Tl
,j, .0[�4T S70?AG-
12 X! 2 -K, FEP
15 '_' UY DrPFl CRAITL JAST
W/4,013HR GASFT J DTS
MAY S[ZE ;-1/4'
a" min
TEMPORARY GRAVEL
CONC 'R'ISE—R
W.'s
i RMV DRAWNG �.ER7 OA:P
GRMI-001'
Z:
TTPOE )EMMS CONFORM TO Tl N',RAC101",
1117,� ILM Al� FIR
cawroPmAW",F WM, If CITY OF AUBURN'S
-Y
RrOUVRIMENI"�
ITTLE/PTC31RON
Arrww[) 2f
[CULN,1111 -_lAl
i DATE Al"KWED: 7
i T
'3 . J'�j
'lv
MW
0
z
00
LLJ
A PORTION OF SECTION 5 AND SECTION 6, TOWNSHIP 20 NORT H, RANGE 5 EAST,
W.M., CITY OF AUBURN, PIERCE COUNTY. WASHINGTON
GENERAL EROSION CONTROL NOTES
GRADING NOTES
CITY OF AUBURN
GRADING AND EROSION
I ALL MNKAANNS4P ANP SHERRI S S-INI CONFORM TO, HE M017
- -
THE CCHTTACTOR is SPENFICAlly O'bPONED AT THE LOCA'10h AND/OR
CONTROI.- NOTES
UR, At,, AIN'T, MID rEEFRN ,T HEAP,13.
RITNI APPLO AIR E LOI
I I F AAT0% OF AENIPO L'IIHIc I., 111j'BN ON 111S1 SLINS IS BASE[' 'IN
[HE DTAPRACTOR R INTL BE RES"6BLE AT All TV,, ITAY PREV714YING
_ IN JS J`11 ITY YCIMPANIES .411, WHERE AOSED: E,
NRGS 0, PE, A
REGY
IFTED
YTTIATR CITY OF TROPP, A F RPOSRED RETEN701 OR XTEN 194
�m
SI: T 1_ABLq BUNGLE FROM CjS,1,4ACGNG FR� -If P` `Ej EfTL. FAILIPIRS
BY 'HE CONTRACTOR CAN %EOGIT III A ITS- THL isCRATED 19-APOW"
ME AEURHAANTA 'A KIN IN THE FIELD. TLS NFOIE�AIDN -S NAL EL ON AS
DOING , ACT OR CoNFILIF T-L CASTIGATOR MLST CAU HE AFPGOPPIATE
END �
SEDIMENTATION EROSION CONPRN rACILLIES WUS� BE CONSTRIJO
�NO :I, OPERATOR, 310P ;0 LANC C-EARIC13 APIO/01T OFFER
CO TACT PERSON NOTE CG THIS `LAN VJS_ G_ VAl RI FAR CONTACT
U�Jul OYPANY A� _,AS� 48 HOUPN EFFORT ANI EXOAVAIRP, TO REQk1tSr
�TF
CONS0:11", A, II01ILS, TO NaAL PAT SDkl- T LANTEN �NAFR AN'
3y"PUPPIAGif OR, A 2Il HI)JR BIAS THROUGHOUT AND
EXAr FIELD UJIA ICA f I IT 5"L� BE 14E RESPONSIBILITY OF
TO
irglim NNv0jt RUNOF- DUS NOT IMPACT THE ADJ,,CENT PROIDIJ,-
Tfi 'HE PROJECT HAS IELEAN DOMIFLETED. ANO 4� "ROT-5 BY THI,
';I R11CUTE ALL EXISTING 0111,01ES WPICH CONFLICT WIP DIF
CONTRACT I
-S
OR TID NArUPA_ DI WAY`,
B1)1rRNME,TAL AGINLY WP� �URSJYCLCN.
IM SHOWN ON TFSE PLANS
�popq SIR HAPI,
I)NERAC-OR 15 RFSPI11I TOP, DEM3LTD OF 1OS`NNG SLR,-,1PJR1S
2� HC DIFT'N F*N. SEDI PETITION SPETHE ILTRATON SYSTEI 15
3. TIE OF THESE ASC P�ANS 443 7HE CONI'RUCTCA,
ANNTLIANUE, LNCPI�aV-NF AID. L�RNANG OF ;FLIF E,C NAS11TIDS IS
ALL UNS-IFACE) AREAS POTORBIAL) 9Y GRADING OR RAJRP1 S 'ALI �TCDIE 4
NSIED") AND FROSSO, CON 0 FA CU1PES DEPICIE) OKI `HL APPROVE)
PRAMPLA I'm (AL 110mum RIONNEm'-NIS III PUT
CS ANE INTL '4D`1
PESPOAlau-1 OF IRE CONFTITA�TOR FROM SP 6EGINKING Of
COPSTBUCUI UNTIF AILL COITSTS,CTON S COMIdILD AN) - IPO�Eg By
INCHES 01- TOPSOIL, CONTRACTOR SHMI: APPLY S A%IZA IV,) I FABRIC TO ALL
SLOPES GJ IV Or, STELPER CONTRACTOR SHALL S ZZI, FS-' BROIL AREAS WITH
ONE
ANDTQIAII,� SIT' C"4ITT ` AD IFCNAI JRANACE At'D EROSION
LOTPROL FAQ�IIES IAAY OF RLO&BLE AS S'EAPONO WARRANT
LEE COVER' MENTAt AGENC� WTd AHE CHE BID S
IN ACCOAPANCE WITI 0,'AL SPEOT,CI�1;91, UNIT A'FAI IF'.' STAID AT
-DURING
"ON, [RuclION, _11E, *PLEIL %�A I ON MAIN'EhANCE, REP' - DUCEIT 'AND
S ABiUIED.
GRASS 0 OBI�NE
I GINIFOL _;YOT, - P"Alt BE FEE MIS1131UPY OF
ADDITIONS 1C EF -1 FMS P',Alt BE FEE
PRBH,jE
4, THE 6CFFFOkPiS OF THE CIEARNG M41S S,1WN ON TIED LI AN SHALL, BS
A -I CUT AED PL, SLOP13 "'�U BE C NS� NCiED PYR 'HE 09C C )11 AND
OF EARL, FLAC�_I) ANT INSPECTED P1 THE EuIA AJSISDICTION PRIOR TO
A 'J
PPLICABLE �� ULAL ODELL ATON. ALL *,I) FILL OLDIES 51HAI L BE 3 1 OR
A TEM�ORARY 'R OFN CC4TROi TACILPTES, INCLHDL0 ALL SERVBJ_�
THE , G�
AN, CLEARINIS OR COGS-Ri 1 CHAIN TAK NG ELAM %RING
FFATT R LKLESS OTHERW31 NOTC
I - CONS
ION ?IL _" SNA1 REMAN IN PLACE kTI 'INJAI SITE IS
NO )ISTJOEANO' BLICUD ITL FLAGGED GLEACINC HWIS SHALL B�
COMPLETED AND APPNCVN HAS CHIN R."'CIECO `,Y� TIC
No' AA` BE MA'N'TqtjLU "' THE CW, I
PORIM -LEP., A ' N -H AND/OR
PNMR Ae" LOT SrAl L SSJNE POS,ITAT TRAINACE FLA A! ARFAS AND NULL
CIA BACTI-1, ON ALL �ONSTRUCTIOSI 15 APPR%.M,
RACE A � AREAS LO PPFRLJ9L POINMIGG 3E WATER.
ACTOR 'Eli. BE REQUIRro To WATEH THE SITE, AS E�FSSARY,
4, CONTRA
5, THE [ROOKlo AND SFUMENTAHOM CONIFOL FAGIvEIS S�O'WN ON IH�
5. A-1�POILLHITAN7F OTHER THAN 5EDMIN11 ON-RIL DUGICIS CONSTRUCTION S�ALL
-
TO APA� CC DUST TMISSOINS AS A �ESULT IF CONSRUCICI ACITrClY,
1,1 CONSNAI SHA__ ALSO OLIVER ALL �PFFCTEI FLUBITC ROADS, AS
PLAN AFRE -0 HE cONSOONFL) AO:QAIE BASIC ALOULFrVENTS rO Td�
I[ ANDLE!, �ND LISP IN A VAILT' R THA F DOES NOT
ED OF AT; -0 AL
AD,FRE
,ESSARYOTC PFMI PUT OPPOSITE, AS A. R[SIHFI C! PROJECT
DO
,NE TFAI�T, �,Lf CONDITIONS TALMO CONSTRYC�10H, DLOATMS FROM
'ONEAAIN_,N I F STORMCIATER ILL CONTRICROFT SIII
JAMS ASIN OORDTIONS IS OIHIH_I�D IN PH *KEEA, rtp L.EII, PF RIAr) IOH?
�OMSTIJCC N ACTAT,
THIS E NtaSS�AY IN CREEP TO M.NIAN WAILI, Q11AI U
BAY PE
STO�RMWAIFR OSCHARCL AIS(GIATID WTT CONSTIACTON ACTIfFS,
5, ALL AREAS LF ACMF EARWJNK, WHICH HAVE TE POLENTIA, i0p
6 AH EPOSTON AND SIDIVENT11ON CONTROL VELAMZS SHPN BIT
7 PROPERTIES AN PAEPWALS BOWNSIRE4, OF 'HE ST SCALL BE TD1GTFD
FR SIGN AND SECIME' TAYCON Al AC�5 Ot, ADJACENT PROPERTY AND
I E I �UNTRWLJOR 1,11 A TYQJFNT BASIS ABC MMSOATFLY
NST, C 'ED By T
ROSION CON 10 ;NCREAS11 IN. ITE VOILITIVI, �cm ANY f"K -Low
TRION � ' 6
'- ' S)ABI'LDEB ASCII LONG TO THE
DRAINAGE 'WAY' MPHS N,
'F�FR r `l", RAKFA__ AND MAINTAINED AS NFICES�ARY �O INSLRE TITIFIR
RATE OF SCIRMLY.AUR RUNI FROM P4U'LI! SITF,
SOILED O.E:
FORK FISHING. ALL FF)RATIT DUST HE REMOVED f RIX SILT
fFNCEE , IS
STRAP DAL 6, SEEMS T P�ADS. L(, PRICE TO [HE SEDIMENT
8. OGN TRUCOIN, SH A'� CD, -CABLE GOVERNING
S lPILY W P AL APR AGE BE
E?TrMPER jC, AR� If qPAI
PRCNI,APR TO SE;
RLACHING 1j2 ITS I1,40jEl POTENT AL D` LH
G , HE I, AD TO SAME,
mS j
GRIP AN' HOSI WHICTE ARE SCHEYMFE LID
` I
REMAIN UNKA)BRISo TOP MORE THAN 30 DAYS,
NO IMF SIA,� CONCRI'lt, CCl'FtP_ BYPPODIJUS, FLJIYS,
SNAIL BE STABILZE9 WTHIN 1 0 DAY,
PAIJ, CHEMICALS, OR )RHER POL,I)TING DATTER HE PERWF[f��,
BI I I
B111AR, 10 TL LEYPORARY OR PERMANENT DRAINAGE SY,.-., OR TO
NTS,C AEG[ FROM I'E PRII 'IT,
8 -HE CoNTICTUR 1EDfO4ANG THE WORK S,1LI MAINTAIN A SET OF PC
,pRo,fr, co4S1FjCTEG DPA'#NCi AN ONE 1-1 ALL TIMES WIHI�F
CONETib'�1011 IS III PRECEDES
9, IF SIT A - BE THE RI-SPOINSPIll 11 GO TA�FJEENFRIFTIR PEIFTRMINS III
AP `L -C OBTAIN ALI NECESSARY PFR " , FROM PIE LEGAL JAISIACTION
PRIOR TO COMMENDING ANY WORK BTFIEN IFF AL6.IG RIGHT PC WAY,
TIF CITTIPACTI)l PFRFOROYING [HE WORK SHAT AS RESPO.SPILE 'OR
PIC)VOLIc PHIFo"Alt TRAFFIC C015T]i A] All `.MES )�,W C
CS.Es-�BJC-n ALONY�07 NP Ri ALL RIBLIC ROADWAS.
IT -DES 3 - 11
FLY, APPROVE, 'T, P'Rf FRO11011 AND SEBM" DIDION CONTROL PLAN"
,H1jT BE MpjC.VFNLEO TRIP
OR To At" SITL WOFF
12� TIT CONTRACTOR SHA__ HOTLY -E OWNER AN[ THE FINKTITER HY THE
F�JTNT OP. GlSf(YVER� 07 POOR SOLS GROUNDWATER OR DISOREPAN','IES IN
ITH' EOJNR� CONDIT LIPS AS NOTES IN ILLE R ISP5,
HSAmCk, SEETTS, EHKI BE 2:1 H01,12 �EAT I0 PIT' �IORES, AND 2 1
PGRiZI"ER, PUP SPI SLORS.
14, AL, ARFA�S YTS�§`,BEB HITTING ONSTSTRIC"'ON MRIT PCPJJANVNT
LANDSICAPING KILL TAT BE FINVAID,C 97f;N 60 SAYS %AL_ er
L'LAE UPIT - Z - UIR I! S AIR MOICHIS,
OR Yl " ABUTD, AS R, ` ' TO
A;SE S IAB
OR PLASTIC %H'EW`G NOSES ff AL1NNA11VFs
HPTI1,1SE_DIN1 BORING 11W,0F'S Or LOW Go(WIF
15 BREc STABlYATIO4 GILT AN, Ill SLOPE, ILLI ST cON"TIOXIED A A
AAKNER THAT 01,!� MITIM111F FRGSlSN RIF�*NEO SO[ SLRIACES ARE
LkcTApS, -0 SINNOTT, S.DrACES. F�TERDEPTORS SHINJI I BEI
"VN'FR�jC;-,EC AT T4F TOP QF IONG, SHELF SILCATS "T 4 1 AC
SIONIS RATE_
CANT AREAS A20�t T9AT CONTRIBUTE R,1107F, SANGER 0
,,Ne , AT o�TNF
I FF "'DUL, No -) 1-1 FLOW DOWN IN, - PAT OF A CA OR
Fill SLOP! INI 114CSNED, WTH, AN AGEDJA-, ITANNIL OR IIINE
SLOP` DRAIN WHERPIER A BOPE FAC,
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