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<br /> B:\Washington\Everett\LBA(Verizon)\2Drawings\EVLB110S.dwg Sep 23,2009-12:37pm
<br /> SECTION 14, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M.
<br /> ICITY OF EVERETT GENERAL NOTES: PAVEMENT NOTES m
<br /> 1. THE FOLLOWING ARE THE MAIN STANDARDS AND SPECIFICATIONS SEE GEOTECHNICAL REPORT,PREPARED BY TERRA ASSOCIATED.INC., w o
<br /> CURRENTLY UTILIZED FOR DESIGN AND CONSTRUCTION WITHIN THE CITY DATED MARCH 12, 2009,FOR SPECIFIC PAVEMENT PREPARATION. GUARD POST
<br /> CONC HYDRANT PAD
<br /> OF EVERETT LISTED IN ORDER OF PRIORITY. - - 1. MATERIAL THICKNESS IS COMPACTED DEPTH.APPLIES TO ALL SECTIONS. g<pp 1/2"R 1 R • SEE STD PLAN cast • . w
<br /> A. CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND 2. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBASE -IF MyB� I 6" 1/4' R 1" R St VPR I- _ 38' I w N
<br /> I
<br /> PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECTS SPECIFICATIONS. r 1 pPE ¢-• a
<br /> SPECIFICATIONS. �_ _ I_I
<br /> 3. FOR PREPARATION OF PAVEMENT SUBGRADE, FILL PLACED WITHIN 12 INCHES OF FINISHED SUBGRADE -
<br /> ELEVATION IN FILL AREAS AND AT LEAST THE UPPER 8 INCHES OF SUBGRADE IN ALL AREAS TO BE 1 z a
<br /> B. WSDOT/APWA STANDARD SPECIFICATIONS AND PLANS FOR ROAD PAVED SHOULD BE COMPACTED TO AT LEAST 989.OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR 24'
<br /> AND BRIDGE CONSTRUCTION AS PUBLISHED JOINTLY BY THE WASHINGTON DRY DENSITY(ASTM D-698. FILL PLACED BELOW THIS LEVEL SHOULD BE COMPACTED TO AT LEAST i�l, Q Q
<br /> STATE DEPARTMENT OF TRANSPORTATION AND THE ASSOCIATION.
<br /> WASHINGTON STATE ) ,, a
<br /> CHAPTER OF THE AMERICAN PUBLIC WORKERS ASSOCIATION. 95%OF THE MATERIAL'S MAXIMUM DRY DENSITY. PVM io
<br /> ' ` _ II
<br /> C4. AFTER PROOFROLLING WITH A RUBBER TIRED VEHICLE.SUCH AS A LOADED 10-CY DUMP TRUCK, AND `NtiMiXd
<br /> C. U.S. DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM REPAIRING DEEP SUBGRADE DEFICIENCIES, THE ENTIRE SUBGRADE SHOULD BE SCARIFIED TO A DEPTH �
<br /> I TRAFFIC CONTROL DEVICES AS AMENDED AND APPROVED BY OF 8 INCHES AND UNIFORMLY COMPACTED TO AT LEAST 98%OF STANDARD PROCTOR. >. T?Vs,.�� I
<br /> WASHINGTON STATE DEPARTMENT OF TRANSPORTATION(WSDOT). 5. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3), 24' :j',1:4,,,.:1'1, 'FI 1O
<br /> D. ADDITIONALLY,SPECIAL REQUIREMENTS MAY BE APPLIED AS OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I REQUIRED BY MISCELLANEOUS AGENCIES SUCH AS STATE BOARD OF6. ASPHALTIC SURFACE COURSE MI%TUBES SHALL BE IN ACCORDANCE WITH SECTION 5-04.2,OF THEGUAI✓D POST �. o 0
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<br /> HEALTH,DEPARTMENT OF FISHERIES,ETC. WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL HAVE I 6 I 6" SEE NOTE 1 -
<br /> A MINIMUM MARSHALL STABILITY OF 1,000 POUNDS, AND THE SURFACE COURSE SHOULD BE f 1 f 4
<br /> 2. WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY, WHETHER COMPACTED TO A MINIMUM OF 97%MARSHALL DENSITY(ASTM SPECIFICATION D 1559). ELEVATION • PLAN
<br /> CO TR FORCTO ,A PRIVATE DEVELOPER,O THEB CITY FORCES,OFO THEBE A CITY 7. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH o o w Z
<br /> CONTRACTOR,SHALL O DONE TO SATISFACTION CITYTYPE E-1 CURB TYFE E-2 CURB b
<br /> ENGINEER AND IN ACCORDANCE WITH APPROVED PLANS AND THE AIR-ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 5-05 OF THE WSDOT STANDARD SPECIFICATIONS ti FIRE HYDRANT GUARD POST S N g
<br /> STANDARDS. UNLESS OTHERWISE APPROVED,ANY REVISION PROPOSED FOR ROAD AND BRIDGE CONSTRUCTION.THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM o
<br /> I
<br /> TO APPROVED PLANS MUST BE APPROVED BY THE CITY ENGINEER COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4 INCH MAXIMUM SLUMP AND 5 TO 7% _ " (SEE NOTES 1 AND z) - o� °°
<br /> BEFORE BEING IMPLEMENTED. ENTRAINED AIR. T ,._mo w� ux
<br /> 8. CONTRACTOR SHALL PROVIDE A PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB a NOTES:
<br /> 3. THE DEVELOPER AND CONTRACTOR SHALL SCHEDULE AND CONTROL CONTACTS ASPHALT. t" R 1" R 1" R t"R -(-.
<br /> ¢ 6 6" T 1. GUARD POSTS SMALL BE 8'LONG,8'1N DIAMETER PRECAST
<br /> HIS WORK SO AS TO PREVENT ALL HAZARDS TO PUBLIC SAFETY, i 2"�- -�2" 2-3/4=.- --2-3/4" LI tB, CONCRETE OR e'tAnc,IY DIEM SEA AU,coNCRETE FIum
<br /> HEALTH AND WELFARE.
<br /> CLASS 52 STEEL PIPE.PANTED WITH TWO EDATS DF
<br /> 4. ARRANGE FOR AND ATTEND PRE-CONSTRUCTION MEETING WITH f - KELLY-MDDRE T SOL 0A.AD(YD GLa55 E ESU
<br /> _ 3"OF 1/2-INCH CLASS HMA Y - ielDD-Ste Q�T YELLow aR Cm•APPRovm EDUN.. �'
<br /> i
<br /> OWNER AND CITY. o -_ / ^S 'a 42' 2. OF GUANO POST SHALL BE LEVEL MAIM TOP aF PUMPER y ' /' \
<br /> O. DTIFR UTILITY LOCATIONS SHOWN A THEO PLANS HAVE BEEN T r
<br /> 3. VALVE MARKER POST SHALL BE 42"PORTABLE TRAFFIC
<br /> OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR o 1„o , o.0 o' 4"EXISTING PAVEMENT o- I I DELINEATOR POST w/TWO REFLECTOR STRIPS. THEY SHALL
<br /> CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR _ , ° �o °
<br /> VERIFICATION OF LOCATIONS SHOWN AND DISCOVERY OF POSSIBLE - Do 9' , o o°0°0 �" BE FURNISHED NEW MID UNUSED AND BURIED 24"DEEP.TO
<br /> ADDITIONAL UTILITIES NOT SHOWN,SO AS TO AVOID DAMAGE OR :z oat a ° o°o LEAVETHE 18"EXPOSED AS A WA SHALLPOST THE LETTER V"
<br /> I DISTURBANCE. THE CONTRACTOR SHALL CALL THE UNDERGROUND . I 10" f AND POST DISTANCE WITH2H THE VALVE.WIT BE STENCILED ON
<br /> UTILITY LOCATING SERVICE(1-800-424-5555)24 HOURS PRIOR TO ° o EXISTING SUBGRADE r 1 THE 2'HIGH NUMERALS,WITH BLACK ENAMEL
<br /> COMPACT PER PAVEMENT NOTES BELOW. o PANT.
<br /> BEGINNINGG ANY EXCAVATION;ECLEARLYNO EXCAVATIONSTHE SHALL BE MADE UNTIL -<�' /�0`" o * ^.I+,u-%' 11 t/z"H VALVE MARKER POST 4' VALVE D1 IMPPOSTSRDVED o D�Nre D ARtX VFOR WANDER
<br /> EXISTING UTILITIES ARE MARKED IN FIELD.
<br /> 6. AN APPROVED COPY OF THESE PLANS MUST BE ON THE JOB SITE 3R GRIND AND OVERLAY € 1 (SEE NOTES 3,4 AND 5) POTS SHALL
<br /> BE
<br /> AES SET
<br /> AND ECTED BYBYLTIE PUBLIC
<br /> BL'SPLIC WORKS
<br /> WHENEVER CONSTRUCTION IS IN PROGRESS. I TYPE E-3 CURB TYPE E-4 CURB I LOCATION M
<br /> SCALE: NTS I 5. VALVE LOWER POSTS ARE NOT REQUIRED FOR AUXILIARY -5, �'•'N
<br /> 7. ALL SUBJECT STREETS SHALL BE KEPT CLEAN OF DIRT AND a of HYDRANT VALVES. 4�'° g,
<br /> I
<br /> DEBRIS. - ° .. 0......1 4 - CITY OF EVERETT 9-91-1991 CITY OF EVERETT1. 9-13-7107 ,. y
<br /> B. DESIGNS HAVE BEEN DEVELOPED BASED ON A SITE SURVEY BY A 3"OF 1/2-INCH CLASS HMA f� PUBLIC WORKS CEMENT CONCRETE CURB ante /�� PUBLIC WORKS Tel
<br /> FIRE HYDRANT GUARD POST date <', 'ts ���
<br /> LICENSED SURVEYOR. .B y 7 ENGINEERING&PUBLIC TYPE: E-1, E-2, E-3 k E-4 {"'� AND VALVE MARKER POST 510 o R
<br /> 4 ,./ SERVICES DEPARTMENT 305C _. UTILITIES DEPARTMENT COE Std Ow( JS
<br /> number 9. MATERIALS SUBMITTALS MUST BE APPROVED BY THE OWNER'S �oo>�, o=c o� EXISTING CRUSHED ROCK BASE(CRB)
<br /> I REPRESENTATIVE PRIOR TO CONSTRUCTION. -- o o� o 0 0 , a¢°� (MUST BE MINIMUM 6"DEEP)
<br /> Y CEMENT CONCRETE CURB FIRE HYDRANT GUARD POST
<br /> ° ° q? EXISTING SUBGRADE O
<br /> GRADING NOTES . ,,,,.,,; COMPACT PER PAVEMENT NOTES BELOW. SCALE: NTS SCALE: NTS
<br /> 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING e - $
<br /> OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A 3 OVER EXISTING GRAVEL
<br /> DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS SCALE NTS
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<br /> PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY CENTRE 10" ..
<br /> POINTE SURVEYING, DATED 8/14/2002.THE CONTRACTOR IS ' ;e i
<br /> RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING P-"tea�' ,-'-'t '-No. ® 2 1 2" 5" 2 1 2" I-LL
<br /> THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE
<br /> DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO _ _ 3"OF 1/2-INCH CLASS HMA j 1 1/2"R 10'-D"MAX. •
<br /> '
<br /> I INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE d,. i (TYP 2PL). :.e' ..P.o'AFFECTED.IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, a d,`J ,
<br /> INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT ° a °>o 0 o MINIMUM 6°CRUSHED ROCK BASE(CRB) n rt 14. •x-n x;e a x z x+�c-x x xx -x
<br /> EXCEPTION,HE SHALL HAVE MADE, AT HIS OWN EXPENSE,A o,cn0 ° o° PAVEMENT 1"R- II ° ;TF x-xxy_ �c-x-x -x-x- -x.
<br /> TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND o0 oP� ' - (TYP 2Pl) a Ilv, a:
<br /> SUBMIT IT TO THE OWNER FOR REVIEW. o rn oat P
<br /> ��/�///
<br /> 2. CAUTION-NOTICE TO CONTRACTOR o ° n o EXISTING SUBGRADE ,,e,,,��I��, a3 SPECIFIED -L dQ sK 3
<br /> I THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ,, ;;, ,,. COMPACT PER PAVEMENT NOTES BELOW. 0. 3 STRANDS BARBED WIRE „ <
<br /> OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON �3 BARS E2 II... / ` '�
<br /> RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, za I } N. ,���_
<br /> MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO HEAVY DUTY PAVEMENT
<br /> BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR EXTRUDED CEMENT CONCRETE CURB a 20 1 u 1 ` ., Y t
<br /> MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS SCALE: NTS z y BLACK VINri COATED
<br /> BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF -rh
<br /> UTILITIES.IT SHALL BE NE RESPONSIBILITY OF THE CONTRACTOR TO - 15' o r fl J r,
<br /> RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE _ "0-.,1 �', - r,r
<br /> PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. •� MINIMUM 6"PORTLAND CEMENT I 1-0" 1-0 I I I m i ' tr rSh e .<t
<br /> I
<br /> 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE :c CD
<br /> DESIGN TOP OF PAVEMENT,UNLESS OTHERWISE NOTED. �` "
<br /> o m^- °' o' 4"CRUSHED ROCK BASE(CRB) I J I I 3,-G- T v,j;; Q� ')
<br /> 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING •$,0 0" w° 000"°' OR 3" ASPHALT-TREATED BASE(APB) AI /�������/ //�� t
<br /> Y�����������������/ � MIN.LINE �� • `' �' Z J Z Z
<br /> STRUCTURES RE.INCLUDING REMOVAL OF ARE EXISTING UHLITIES SERVING '" o" o�Lx>L'D' E POSTS
<br /> THE STRUCTURE.UTILITIES ARE TO BE REMOVED TO THE ° 1____.-
<br /> - (TYF.) O = O
<br /> RIGHT-OF-WAY. �°m 1 "o 1... Jo e 3 BARS CEMENT CONCRETE CURB 3'-6"MIN. " ` N CO 1- Q J
<br /> I
<br /> S. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL ° ° / EXISTING SUBGRADE P. GATE OR `2500 PSI PC CC Q
<br /> RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY o''' " COMPACT PER PAVEMENT NOTES BELOW. z CUT/SAWED JOINT CORNER POSTS 4 TIMES POST DW. CONCRETE (GYP.) Z `�I-
<br /> STABILIZATION FABRIC TO ALL SLOPES 3H:1 V OR STEEPER. SPACING OF-ANCHOR BARS V
<br /> CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN CONCRETE PAD F W Q
<br /> ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF NOTE: 8'-0"TALL FENCE UNLESS OTHERWISE NOTED. > cc Q
<br /> GRASS IS OBTAINED. SCALE: NTS i _ SEE THE SITEWORK SPECIFICATIONS FOR Q Z
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<br /> NOTES; THE SIZE,TYPE,AND GAUGE OF MATERIALS 0 Q Z 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE UBC `y THAT WILL BE USED FOR CONSTRUCTION
<br /> CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL @ 1.DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15'CLS. THRU JOINTS OF A CHAIN LINK FENCE. J Z <
<br /> SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. € SHALL BE PLACED ONLY AT POINTS OF TANGENCY ON STREET ALLEY AND
<br /> 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM PROPOSED CRUSHED ROCKS TO MATCH DRIVEWAY RETURNS AND WHERE THOU JOINTS OCCUR IN THE PAVEMENT S . < W
<br /> BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE EXISTING GRADE AT ASPHALT EDGES W
<br /> ALL AREAS TO PRECLUDE PENDING OF WATER. 2.CONCRETE SHALL BE CLASS 3000 OR COMMERCIAL WITH AIR-ENTRAINMENT. CHAIN LINK FENCE WITH BARBED WIRE O CC 0 cc D_O
<br /> 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON-SITE DURING o m °, , o'„ ,n.`, EXISTING CRUSHED ROCK BASE(CRB) E
<br /> CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER -�°o° ° ono' TO BE COMPACTED AND/OR REMOVED 3.AT THE CONTRACTOR'S OPTION CONCRETE CURBS MAY BE ANCHORED TO THE SCALE: NTS
<br /> I
<br /> THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE o c ,° EXISTING PAVEMENT EITHER BY PLACING STEEL TIE BARS 1 FOOT ON EACH Q W W Z
<br /> CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS .-o(o-= mo =p SIDE OF EVERY JOINT, OR BY USING AN ADHESIVE. THE ADHESIVE SHALL co
<br /> OUTLINED IN THE GENERAL N.P.D.E.S.PERMIT FOR STORMWATER R o' EXISTING SUBGRADE �, MEET NE REQUIREMENTS OF SECTION 9-26.1 OF THE WSDOT/APWA STANDARD jj
<br /> DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. _2%-c °o SPECIFICATIONS FOR TYPE II EPDXY BONDING AGENT. 7 0)
<br /> J, >_„ r,.;:v., ,, COMPACT PER PAVEMENT NOTES BELOW.
<br /> 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE ;:^ CITY OF EVERETT 9--3-2(ID3 O
<br /> PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, PUBLIC WORKS EXTRUDED CEMENT date 74.
<br /> (D
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<br /> VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM NEW GRAVEL OVER-EXISTING GRAVEL F {_'✓ ENGINEERING&PUBLIC CONCRETE CURB 305E EI3iN
<br /> PROJECT SITE. y .,�/ SERVICES DEPARTMENT number 10.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING SCALE: NTS CODES AND BE CONSTRUCTED TO SAME.11.CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE
<br /> BUILDINGS SPLAY LINE OF THE FOOTINGS. PAVING DETAILS EXTRUDED CEMENT CONCRETE CURB
<br /> I 12.FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT O Know what's below. C-1.1
<br /> SURVEY. SCALE NTS C) SCALE: NTS
<br /> 13.FOR LAYOUT INFORMATION REFER TO THE SITE PLAN AND Call before you dig.
<br /> HORIZONTAL CONTROL PLAN.
<br />
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