HomeMy WebLinkAbout05D1824INSTALL "DO NOT
ENTER" �,!Gii PER
MUTCD STD DWG R5-1
EXG S MN CAST IRON INLET
R(M=80. 3 FRAME & SOLID COVER DUST CONTROL NOTES;
DATUM
oLLEYCD NE 'CB
RIM=80.57 is i- F- i_ 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF BENCHMARK: 14-T
w NEW ASPHALT PAVING I ��� I__I I I=� �=III=1 11-
8C� �6 IE=79.78. � - SOIL EXPOSURE USE OF TEMPORARY GROUND ELEV.: NGVD29 NAVD88
R 1 i i, 7 = ' Q & CURB PER DTL 3 '
80:88' 3 / a °INSTALL i/4" ALUMINUM OR COVER AND OTHER TEMPORARY STABILIZATION FEET: 76.84 80.37
(TYP) 80.83 0 �` I STAINLESS STEEL SCREENS SUCH AS SEEDING AND MULCHING, AND METERS: 23.62 24.50
4� N 86• 41' 59'E -g� 6,69'_ - FLOW OVER END OF THE TEE TO EROSION BLANKETS.
"` e PREVENT FLOATABLES FROM DESCRIPTION:
ENTERING PUBLIC CONVEYANCE 2• DURING CONSTRUCTION AND DRY WEATHER; NORTHWEST HOLDDOWN BOLT ON SIGNEL
SPRINKLE THE SITE WITH WATER UNTIL SURFACE
INVERT= 77.50' SYSTEM POLE ®THE NORTHEAST CORNER OF AUBURN
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AREA IS WET. REPEAT THE PROCESS AS NEEDED
41 a - �' - = WAY NORTH AND 4TH ST. NE.
XG BOLLARDS (3 TIMES) 4 I :z^ DURING THE DAY.
8 i 6 �? I ( 0 3. ALL TRUCK MUST USE THE CONSTRUCTION GENERAL NOTES
8" 0 90' BEND L ENTRANCE AS SHOWN ON THE T.E.S.C. PLANS
4 TO PREVENT CARRYING MUD INTO STREET.
EXG S 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN's
.0 4. DURING CONSTRUCTION, ALL PROPERTIES AND
HED ALL PUBLIC STREETS ADJACENT TO PROJECT
REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY
- ��
A TYPE I CATCH BASIN WHICH WILL BE USED BY CONSTRUCTION CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE
ADDITION TRAFFIC SHALL BE KEPT CLEAN OF ALL OWNER, ENGINEER AND THE CITY.
(SEE ARCH DWGS) MATERIAL DEPOSITS RESULTING FROM 2 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON
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1 RELOCATED CB -SITE CONSTRUCTION. STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD d z z
,\ " VICINITY MAP �g
PROPOS AMP j C1 NTS SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION NIS NORTH � J > 'co,00 Q (SEE CH PLAN (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY
• REQUIREMENTS THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE OWNER ENGINEER �' �Nt e U-)
FOR EXPOSED DOCUMENTS BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION, z Q,
EW �� i 3. APRE- CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START GARY KLONTZ RUPERT ENGINEER [ NG, INC. ;n Q
80.6 RIM-79's9 SOIL STABILIZATION OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253- DIVE?M I ER
IE(NE)=78.44 • 931-3010 TO SCHEDULE A MEETING. 1519 WEST VALLEY HWY. N. SUITE 101.
-(S)=-� y' 1. SEASONAL REQUIREMENTS: AUBURN, WA • 98001 Q
DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED. 4. LOCATIONS
NS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE (253) 833-7776 i-
__-- ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE THE KEIMIG ASSOCIATES z
- ALAN KEIMIG
WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S 216 A ST NW Q
,r3 OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF
s I ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED AUBURN, WA 98001 m
001 FROM APRIL 2 TO SEPTEMBER 30 ,ALL DENUDED AREAS AT FINAL BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND (235) 939 3232 F� Q
GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS
ROLLED ASPHALT SPEED UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED. WITHIN GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF C)
XBUMP (-3" HIGH) , M • R 10 DAYS. WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE LEGEND M
w 2. I CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY DESCRIPTION NEW EXIST�lG
FROM OCTOBER 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER,
I �n GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR
� Q EX. 12" STORM
TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND STORM SEWER D - F-
`3 EX. 8 SEWER
.o L. THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO SANITARY SEWER S W
- - M - - Z z
k., UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL WATER W EX. _2_WATE_R
e E �/ G p LD G ,�, THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE I w
EXG [) I THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. AC PAVINGCD
b 81.27 12. STABILIZATION METHOD: HYDROSEEDING & MULCHING 6, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND CONCRETE PAVING ;, .:. V-
I -r cn AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND
=
LANDSCAPING ® �'--
A. TIME OF PLANTING -DURING THE TIME PERIOD BETWEEN APRIL 1 EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL � I-
1 BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SPOT ELEVATIONS xx.xx d
THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND
RELOCATED CB (NOTE: IF PLANTING BETWEEN JULY i AND AUGUST 31 Q
PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR
PER DTL 1/C1 IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER ( ro CD O
"{ = 2 4� 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY NEGLIGENCE CONNECTED WITH THEM. CONTOURS 50 50 o r7
�.;...' IEH=6 77,74 AFTER PLANTING.) 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES
STORM MANHOLE O
SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND
B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER.
COMPACT, NTH A FAIRLY FINE SURFACE FOLLOWING SURFACE STORM CATCHBASIN ■ p
81. 81; 25 81 �7 ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE.
• 30 �• BASE COMPACTION PROCEDURE
•
i
• � ' ` �� • ,ram J'>> . �
CH I 0
5 PVC 0 21GCAPPED AT
1.09
�.
-� S 86' 41' S"E - 60.02 QF) �A
3 7 6
i ABANDONED WATER
! METER BOX
! EXG CB
TYPE I
I o RIM=79.32
i IIE80, N=77.4°• DRAINAGE PLAN ! I NORTH
! A4 SCALE: 1 =10
4TH ST,.NE..."'.
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• ANGLES TO THE SLOPE AND PREFERABLE CAT WALKED UP SLOPE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. SANITARY SEWER MANHOLE w Q q
Z
1. PROOF -ROLL THE EXISTING BASE TO VERIFY A MINIMUM CBR OF 10. ►�
C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. WATER VALVE Q
2: ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST GRADING AND EROSION CONTROL NOTES FIRE HYDRANT � � �
12 INCHES. FILL THE EXCAVATION WITH BASE COURSE GRAVEL USE NON -PHOSPHOROUS FERTILIZER.
(LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION TELEPHONE MANHOLE (D Lv
3. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. BED AT A RATE OF 120 LBS/ACRE: CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND
IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION POWER VAULT
PROPORTIONS PERCENT PERCENT ACTIVITIES, THESE FACILITIES SHALL BE MAINTAINED AND UPGRADED IF
GRADE 1" DOWN NAME BY WEIGHT PURITY GERMINATION NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM STREET LIGHT Z
EXTRUDED CONCRETE CURB WHERE SHOWNA FROM TOP OF DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES,
1/2 1/2" 1/2" PAVING REDTOP(AGROSTIS ALBA) 10% 92 90 NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE UTILITY POLE + -0 'Q
2" CLASS "B" .� SYSTEM. �
A.C. PAVING ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 FOUND CASE MON
SLOPE �, --PROVIDE 1'-0" LEVEL 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE 0
DN. AREA WHERE GRADE CHEWINGS FESQUE 40% 97 80 APPROVED BY THE CITY. GAS METER
SLOPES DOWNWARD (RESTUCA RUBRA COMMUTATA)
FTStQE OF PAVING (JAMESTOWN,BANNER, SHADOW OR KOKET) 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), GUY WIRE ANCHOR " w
SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE s
4va a d* o °°$ APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO
WHITE DUTCH CLOVER 10% 96 90
2" LEVELING TOP TELEPHONE UNCTION BOX
(TRIFOLIUM REPENS)
COURSE COMPACTED TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION
CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING o
95% PROCTOR ROOF DRAIN o
E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH- CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND
SUBGRADE SOIL EXISTING BASE COURSE
SURFACE TO BE PROOF -ROLLED FERTILIZER MIXTURES MAY ALSO BE USED. ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF Q to
- PER BASE COMPACTION PROCEDURE NOTES THE PERMITTEE. POWER POLE W/TRANSFORMER p
3 2" PAVING SECTION F. MAINTENANCE -SEEDING SHOULD BE SUPPLIED WITH ADEQUATE 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER UNDERGROUND POWER p
C1 NTS MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN � ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS
APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE SIGNAL POLE
INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR + b
• WATER. WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. ABBREVIATIONS o
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5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, cz cr
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TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. BLC - BUILDING CORNER MH - MANHOLE 00
THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS C - COMPACT MJ - MECHANICAL JOINT o a Q W Na
NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CB - CATCH BASIN OH - OVERHEAD
CONSTRUCTION ACTIVITY. CL - CLASS PL - PROPERTY LINE
CO - CLEAN OUT R - RADIUS
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6. ALL AREAS OF ACTIVEEARTHWORK WHICH HAVE THE POTENTIAL FOR D - STORM DRAIN RW - RIGHT-OF-WAY
DDCV - DOUBLE DETECTOR CHECK VALVE SS - SANITARY SEWER
EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, DI - DUCTILE IRON SO FT - SQUARE FEET
NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SO - SIDEWALK
SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: DS - DOWNSPOUT
FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE D/W - DRIVEWAY TP - TOOP OF ST PIT
URB N M
THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN EL - ELEVATION
THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. ESMT - EASEMENT UNO - UNLESS NOTED OTHERWISE
FROM OCTOBER I TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE FD- G EXISTINFOUNDATION DRAIN ',\'D E.
00,,P�i
CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. FDC - FIRE DEPT . CONNECT [ ON S - SOUTH Q k0 A
EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET FF - FINISH FLOOR W WEST o
THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 E - EAST
HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT FH - FIRE HYDRANT N - NORTH N z
FL - FLANGE JOINT 0"po
WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE HC - HANDICAP NW- NORTHWEST 31741 "
STABILIZED IMMEDIATELY. [E _ INVERT ELEVATION NE - NORTHEAST ��STE�
LF L I NEAR FEET SE - SOUTHEAST OVA L E
LS - LANDSCAPING
F EXPIRES 12/13/2005
NOTES UTILITY CONFLICT NOTE:
RECORD DRAWING CERTIFICATION DATE 5 4 04
�. THIS PLAN PREPARED FOR THE PURPOSE OF THE CONTRACTOR SHALL -BE RESPONSIBLE FOR VERIFYING THE LOCATION, PROJECT REF: AD004-0013
DIMENSION, AND DEPTH 'OF ALL EXISTING UTILITIES, WHETHER SHOWN ON DRAWN AEP
SHOWING EXISTING CONDITIONS AND PROPOSED THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE -THESE DRAWIN S CONFORM TO THE THESE PLANS ARE APPROVED FOR
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CON GTOR STRUCTION RECORDS.
DRAINAGE SYSTEM ONLY. SEE ARCHITECTURAL THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 ( CONFORMANCE WI111 THE CITY OF AUBURN'S CHECKED DED
PLANS FOR BUILDING DETAILS. AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS BY:, - DATE iC���Y ENGINEERNG DIVISION'S REWIREMEN11 CP 6-1-0`�
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER JOB NO.
2. BOUNDARY INFORMATION PROVIDED BY OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS-nTLE/1POSITION: P/101ECr C/-,/ lhffrL Approved By: ��• s 04018
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
CENTERPOINT SURVEYING. THE REMAINDER OF THE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, SHEET N0.of
SITE SURVEYING WAS PERFORMED BY RUPERT THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: DATE.- Date Approved: G.111D y�
ENGINEERING ON MAY 11. 2004. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH c 1
S:\04\0,1018\CIVIL\C1-018.As-buHt.dwg I Drafter Name: A. PAUL I Plot Date: OCT 01 2004 14:31:41 1 Last Modified Date: OCT 01 2004 11:28:15 1 Submittal: AS BUILT SET OSD182q