HomeMy WebLinkAbout05D1816SEC, 6. TWP. 20 N.. RGE. 5 E. W. M.
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LAKELAND
AREA 5, DIVN 2A
AURN, WASHINGTON
SEC.6,TWP. 20 N., RGE. 5 E., W.M.
LEGAL DESCRIPTION
LOT 3, CITY OF AUBURN LOT LINE ADJUSTMENT NUMBER LLA-03-0014,
RECORDED UNDER AUDITORS FILE NUMBER 200310291143, RECORDS OF
PIERCE COUNTY, WASHINGTON.
// / ; EARTHWORK ESTIMA TES
v CUT 39, 500 C.Y.
FILL 2 ,, 000 C. Y.
/ f NO STRIPPING
CONSTRUCTION $EQUENCE
1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXI577NG U77LI77ES
IN AREAS CRITICAL TO DESIGN (1-800-424-5555)
2 HOLD PRECONSTRUC7701V CONFERENCE WITH CITY OF AUBURN
AND CITY OF BONNEY LAKE WATER DEPT.
- 3 INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES
AS IDENTIFIED ON SHEET 2 AND BY THE GRADING AND EROSION CONTROL
CONSTRUCTION SEQUENCE ON SHEET 2.
4. CALL CITY OF AUBURN FOR INSPECTION.
5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR AD0I770NAL
EROSION CONTROL MEASURES AS NECESSARY.
6. GRADE PROJECT TO PLAN GRADES.
7. INSTALL STORM SYSTEM.
8. INSTALL W4 7FR SYSTEM.
9. INSTALL ALL OTHER U77LI77ES.
10. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS
11. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN
UNWORKED.
12 PA VE S17F
13. VERIFY STABILIZATION OF SITE:
14. CALL CITY OF AUBURN FOR 517F INSPECTION.
-------- LEGEND
I
EXISTING PROPOSED
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TYPE II CB
SANITARY SEWER PH
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WATER RT7NGS
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BLOW -OFF ASSEMBL Y
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CONCRETE BLOCKING
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CLEANOUT AS NOTED ON PLAN
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YARD DRAIN
LANDSCAPE DRAIN
GENERAL CONSTRUCTION NOTES (CONTINUED ON SHEET C1.04)
EXISTING CONTOUR
---500
PROPOSED CONTOUR
1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURNS REQUIREMENTS AND BE IN ACCORDANCE WITH THE
APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY.
• 598.00
PROPOSED SPOT GRADE
2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (N5'DOT)•50
PROPOSED ROCKERY > 24"
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL C0N577RUC7701V' (2000/LATEST E0I770N), EXCEPT WHERE SUPPLEMENTED
OR MODIFIED BY THE CITYS CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB
3.5
PROPOSED ROCKERY HEIGHT
SITE DURING CON5 RUC77ON.
3 A PRE -CONSTRUCTION MEE77NG SHALL BE REQUIRED PR/OR TO 771E START OF ALL CONSIRUC110N. CONTACT THE PUBLIC WORKS
CCXD0=
LANDSCAPE ROCKERY 6" 24 A
DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING.
2X
PROPOSED SLOPE
4. LOCA770A'S SHOWN FOR EXISTING U77LI77ES ARE APPROX/MATE. THE CON7RACTOR lS CAU77ONED THAT OVERHEAD U77LITY LINES MAY7.
NOT BE SHOW ON THE DRAWINGS IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DE•7FRM1NE THE TRUE ELEVA77ONS AND
PROPOSED PAVEMENT
LOCA TONS OF ALL UNDERGROUND U77LI77ES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD U77LITY LINES IDEN 77FICA 770N,
LOCA77ON MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR U77LITES, IS GOVERNED BY THE PROVISIONS OF CHAPTER
®
MA/LBOX STAND
19.122 REVISED CODE OF WASHINGTON (RCW) PRIOR TO STAR77NG CON57RUC770N, THE CON7RACTOR SHALL CALL ONE -CALL
(1-800-424-5555) FOR U77LITY LOCA77ONS (WATER, SANITARY SEWER, STORM SEWER, GAS, PON£R, TELEPHONE AND TELEVISION)
STREET LIGHT
5. PRIOR TO THE START OF CONSTRLIC77ON A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE
SUBMIT7E0 TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSEL Y IMPACT THE STREET
NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR Al. IERNATF ROUTES.
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 SUBMIT7FD TO THE CITY FOR APPROVAL.
CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF
CON7RACTORS OPERATIONS OR NEGLIGENCE CONNECTED Nl7H THEM.
7. ALL CONS7RUC770N SURVEANG FOR EXTENSIONS OF PUBLIC FACIL177ES SHALL BE DONE UNDER THE DIREC77ON OF A WASHINGTON
LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CI M ENGINEER.
8. CER77TlED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS 'RECORD CON57RUC77ON DOCUMENT"
HANDOUT.
OWNER/DEVELOPER
LAKELAND SINGLE FAMIL Y 1 L.L. C.
11624 S.E. 5TH ST. SUITE 200
BELLEVUE, WASHINGTON 98005
CON TA CT.• RAND Y FORS YTH
(425) 586- 7700
ENGINEER/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
GEOTECHNICAL ENGINEER
EARTH CONSUL TANTS, INC.
1805 136 TH PLACE N.E., SUITE 201
BELLEVUE, WASHINGTON 98005
CONTACT SCOTT DINKELMA IV, RPG
(425) 643-3780
ARCHITECT
MIL BRA NO T ARCHI TECTS
11715 S.E. 5TH ST., SUITE 100
BELLEVUE, WASHINGTON 98005
CONTACT BOB WEIBLE
(425) 454-7130
LANDSCAPEARCHITECT
WEISMAN DESIGN GROUP
2329 EAST MADISON ST
SEA TTLE, WASHINGTON 98112-5416
CONTACT: NICK HAGAN
(206) 322-1732
SITE DA TA
SITE ADDRESS.- 62020 EVERGREEN WAY N.E.
EXISTING ZONING.• STD-5
SITE AREA: 1,283, 454E SQ. FT. (29.5 ACRES)
PARCEL N0. 0520065004
UTILITYPROVIDERS
WA TER
CITY OF BONNEY LAKE
SEWER
CITY OF AUBURN
POWER
PUGET SOUND ENERGY
TELEPHONE
0WEST
BASIS OFBEARINGS
N0143761E 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.
DA TUM
NA VD 88
BENCHMARKS
1. BRASS SURFACE MON 9 /N1FRSEC77ON
LAKELAND HILLS WAY & EVERGREEN WAY S.E.
ELEVATION 564.51
2. BRASS SURFACE MON. 0 INTL-RSEC7701V
LAKELAND HILLS WAY & JAMES AVE. S.E.
ELEVATION 498.32
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TAPPS
VICINITYMAP
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SHEET INDEX
1
C4 01
TITLE SHEET
2
C1.02
OVERALL PLAN
3
C1.03
SURVEY CONTROL PLAN
4
C1.04
GENERAL NOTES AND DETAILS
5
C2.01
EROSION CONTROL PLAN
6
C2.02
EROSION CONTROL PLAN
7
C3.01
GRADING PLAN
8
C3.02
GRADING PLAN
9
C3.21
SITE SECTIONS
10
C3.31
INTERSECTION PLAN
11
CA 01
ROAD AND STORM DRAINAGE PLAN/PROFILE
12
C4.02
ROAD AND STORM DRAINAGE PLAN/PROFILE
13
C4.03
ROAD AND STORM DRAINAGE PLAN/PROFILE
14
C4.04
ROAD AND STORM DRAINAGE PLAN/PROFILE
15
C5.01
WA TER AND SANITARY SEWER PLAN/PROFILE
16
C5.02
WATER AND SANITARY SEWER PLAN/PROFILE
17
C5 03
WA TER AND SANITARY SEWER PLAN/PROFILE
18
C5.04
WATER AND SANITARY SEWER PLAN/PROFILE
19
C7.01
COMPOSITE UTILITY PLAN
20
C7. 02
COMPOSITE U17LITY PLAN
21
C7.03
HORIZONTAL CONTROL PLAN
22
C7.04
HORIZONTAL CONTROL PLAN
23
C7.05
MAILBOX PLAN
24
C7.06
MAILBOX PLAN
25
IL 1
ILLUMINA 70NISIGNAGE PLAN
26
IL2
ILL UMINA 70NISIGNAGE PLAN
27
TS.0
LANDSCAPE COVER SHEET
28
L 1.0
OVERALL LANDSCAPE PLAN
29
L 1.1
LANDSCAPE SCHEDULE, NOTES AND DETAILS
30
L 1.2
LANDSCAPE PLAN ENLARGEMENT'
31
L 1.3
LANDSCAPE DETAILS
NOTE.
THE FIRE DEPARTMENT REQUIRES RAPID ACCESS
KEY SWITCH FOR AUTOMATED GATE SEE FIRE
DEPARTMENT FOR PURCHASE FORM.
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NOTE
CONTRACTOR IS REQUIRED TO HAVE THE CITY OF
AUBURN STANDARD NOTES AND STANDARD DETAILS
AND SPECIFICATIONS A VAILABLE ON JOB SITE
AHENEVER CONSTRUCTION /S IN PROGRESS.
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
1-800-424-5555
PROJECT REF FAC 04-0001
THESE PLANS ARE APPROVED FOR CONFORMANCE WITH
THE CITY OF AUBURNS EWNEERING DIWSION
REQUIREMENTS: n ®
APPROVED BY:
DA TE APPRO VED.• -SJ- A*fi
RECORD DRAWING CERTTFICA 17ON
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SHEET NUMBER
C1.01
SHEET OF
PROJECT NUMBER
030249
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SEC. 6. TWP. 20 N.7 RGE. 5 E., W. M.
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RECORD DRAWING CER11FlCATION
THESE DRAWINGS CONFORM TO THE
CONTRACTORS CONSTRUCTION RECORDS
BY
DA TE.-
TI TLE/POSI TION.-
CONFIRMED B Y Cl TY DA TE-3 "a��
PROJECT REF FAC 04-0001
THESE PLANS ARE APPROVED FOR CONFORMANCE WITH
THE CITY OF AUBURN'S ENGINEERING DIVISION
REOUIREMENTS
APPROVED
DA TE APPROVED.• n—r—)P&j
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SHEET NUMBER
C1.02
SHEET
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2
31
PROJECT NUMBER
03020
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• 300 •0•
BASIS OFBEARINCS
NO 4J'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.
DATUM
NA W 88
BENCHMARKS
1. BRASS SURFACE MON. ®IN7ER5EC770N
LAKELAND HILLS WAY & EVERGREEN WAY S.E.
ELEVA LION 564.51
2. BRASS SURFACE MON. 0 INTERSECTION
LAKELAND HILLS WAY & JAMES AVE S.E.
ELE/A LION 498. J2
PROJECT REF FAC 04-0001
THESE PLANS ARE APPROVED FOR CONFORMANCE WITH
THE CITY OF AUBURN'S ENGINEERING DIW5101V
REQUIREMENTS.
APPRO VIED B Y.• Q&aew�-
DA TE APPRO VED: 3.;*My
RECORD DRAWING CERTIFICATION
THESE DRAWNGS CONFORM TO THE
CONTRACTORS CONSIRUC1701V RECORDS
BY
DA TE:
77TLE/POSI TION:
CONFIRMED BY CITY DA7F•�
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SHEET NUMBER
C1.03
SHEET
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PROJECT NUMBER
03020
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GENERAL CONSTRUCT/ON NOTES
SEC.6, TWP. 20 N., RGE..5" E., W.M.
CITY OFAUBURNSTANDARD DETAILS
(CONTINUED FROM TITLE SHEET C1.01)
9. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12� OUT
FROM THE EDGE OF EXCA VA TION. ALL 10/N75 BET HEEN THE NEW AND ORIGINAL PA VEMENT SHALL BE PAINTED WITH
ASPHAL T EMULSION (CSS-1)
10. 77ME LIMIT RE5 RIC77ONS WITHIN EXlS77NG RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE
PRE-CONS7RUC77011/ MEE77NG:
11. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF
CONSTRUC77ON AC77WTY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFEC7FD PUBLIC ROADS, AS NECESSARY; TO
REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUC77ON AC77WTY.
12. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE AD.V570 AFTER
ASPHALT PAVING, AND CONFORM TO THE CITYS STANDARD ADJUSTMENT DETAIL NO.. TRAFFIC-12. ALL U77LITY CAS77NGS
OUTSIDE OF PAVED AREAS SHALL BE INSTALLED W9TH A CONCRETE COLLAR AROUND THEY
13 PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNEC77ONS OF SDR 21 OR 35 PVC
PIPE TO MANHOLES OR CATCH BASINS.
14. BEDDING FOR PVC, CONCRETE AND DUC77LE IRON PIPE SHALL BE 518 INCH MINUS CRUSHED ROCK, SIX INCHES (6
MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO
TRAFFIC-03
15. REFER TO AUBURN STANDARD TRENCH EXCA VA77ON AND BACKFILL DETAIL NOS. 7RAFFIC-02 AND TRAFFIC-03 FOR
CONSTRUC77ON PROCEDURES.
16. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM
THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN.
CITY OFAUBURN GRADING AND EROSION CONTROL NOTES
1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RE7EN77ON OR DE7E11/770N, SEDIMENTA77ON AND EROSION CONTROL
FACIL177ES MUST BE CONSTRUCTED AND IN OPERA770N, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION AC77W77ES,
TO INSURE THA T SEDIMENT -LADEN WA 7FR AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPER77ES
OR THE NA 7URAL DRAINAGE WAYS.
2. THE DE7EN770N, SEDIMENTATION (RETENTION IF INFIL 1RA770N SYSTEM IS USED) AND EROSION CONTROL FACIL177ES
DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET AN77CIPATED Sl7F
COND177ONS. ADD177ONAL DRAINAGE AND EROSION CON7ROL FACIL177ES MAY BE REQUIRED AS S17UA7701VS WARRANT DURING
CONSTRUCTION. THE IMPLEMENTA770N, MAIN7FNANCE, REPLACEMENT AND ADD177ONS TO THESE CONTROL SYSTEMS SHALL
BE THE RESPONSIBILITY OF THE PERMIT7EE.
3 THE DE7FN770N (REIEN77ON IF INFILTRA77ON SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNM THE
PERMANENT STORM SYSTEM IS IN PLACE AND OPERA770NAL.
4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIME7FR CONTROLS, SHALL REMAIN IN PLACE UN77L
FINAL SITE COIVSTRUC7701V IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY.
5. ALL AREAS OF AC77VE EARTHWORK AHICH HAVE THE POTEN77AL FOR EROSION AND SEDIMENTATION IMPACTS ON
ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWNG SCHEDULE
FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WH/CH ARE SCHEDULED TO REMAIN LW#VRKEO FOR
MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DA YS
FROM OCTOBER TO MARCH 31, EARTHWORK AC77W77ES SHALL BE CONDUCIFD IN STAGES IN ORDER TO MINIMIZE SOIL
EXPOSURE. EXPOSED SOILS WFTH AN AREA GREA TER THAN 5, 000 SOUARE 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 UN WORKED FOR
MORE THAN 7 DA YS SHALL BE STABILIZED IMMEDIA 7FL Y.
CITY OFAUBLIRN STORM SEWER CONSTRUCTION NOTES
1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNEC77ON PERMITS FROM THE CITY OF AUBURN,
PRIOR TO CONSTRUC77ON.
2. ALL STORM DRAINS WITHIN 7HE DEVELOPMENT SHALL HAVE STENCILED "DUMP NO WASTE - DRAINS TO "EITHER"
STREAMS, "WETLANDS; OR GROUNDWATER" AS APPLICABLE.
CITY OFAUBURN SA NITA R Y SEWER CONSTRUCTION NOTES--
1. THE LOCA77ON OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE
TREATED 2X4, FOUR FEET (4) LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3) THE LOWER END SHALL
HAVE A 2X4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1) SHALL BE
PAINTED TRAfRC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON ONE 2X4.
2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERM/1� FROM THE CITY OF AUBURN PRIOR TO
CONSTRUC7701V
3 UNLESS OTHERWISE APPROVED, THE CITY OF AUBURN SHALL DO ALL CONNEC77ONS TO EX577NG SEWER MAIN WITH NEW
7FES. 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVA770N, PIPE INSTALLATION, BACKFILL
AND PAVEMENT RESTORATION.
CITY OF BONNEYLAKE WA TER MAIN CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUC77ON ACTIVITY, THE DEVELOPER .HALL ARRANGE AND ATTEND A PRE-COV57RUC77CW
CONFERENCE WITH THE CITY OF BONNEY LAKE.
2. AN APPROVED COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CON57RUC770N IS IN PROGRESS.
3 ALL WVRK AND MA 1ERIAL SHALL BE IN ACCORDANCE AFTH THE CITY OF BONNEY LAKE APPROVED STANDARDS.
4. ALL W47FR SYSTEM IMPROVEMENTS SHALL BE CONS7RUCTED IN ACCORDANCE WFTH THESE APPROVED PLANS. ANY
DEWA77ON FROM THE PLANS WILL REOUIRE APPROVAL FROM THE OWNER, ENGINEER, CITY AND APPROPRIA7F PUBLIC
AGENCIES.
5. N077FY THE CITY OF BONNEY LAKE 72 HOURS (3 WORKING DAYS) PRIOR TO BEGINNING CON57PUC77ON AND FOR ANY
RESTARTS OF 05RK.
6. THE CITY OF BONNEY LAKE SHALL BE N077FIED THREE WORKING DAYS PRIOR TO THE 77UE THE DEVELOPER WOULD LIKE
TO CONNECT TO EXISTING MAINS OR FOR INSTALLA77ON OF TAPPING LEES. THE CONNECTION SHALL BE DONE IN
ACCORDANCE W91H THE CITY REQUIREMENTS DEVELOPER SHALL NOT OPERA7F ANY VAL VES WITHIN THE EXIS77NG SYSTEM,
THESE WILL BE OPERATED BY THE CITY OF BONNEY LAKE PERSONNEL ONL Y.
7. FOR AlD IN U77LITY LOCA770N CALL 1-800-424-5555, 48 HOURS (2 WORKING DAYS) PRIOR TO BEGINNING OF
CONSTRUC77ON. EXIS77NG U77LIRES,, WHETHER SHOWN OR NOT, SHALL BE LOCATED PRIOR TO CONS TRUC770N, SO AS TO
AVOID DAMAGE OR DIS7URBANCE, AND THE DEVELOPER SHALL ASSUME ALL RESPONSIBILITY AND COSTS CONNECTED
THEREWTH TO PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY.
8 PIPE SHALL BE DUC77LE IRON, AWWA CLASS 53 FOR 4-INCH PIPE AND CLASS 52 FOR 6-INCH PIPE OR LARGER. JOINTS
SHALL BE RUBBER GASKETED, PUSH -ON TYPE, OR MECHANICAL JOINT, MEE77NG AWWA SPECIFIC477ONS RT77NGS SHALL BE
AWWA, CEMENT LINED, DUC77LE IRON, EITHER MECHANICAL JOINT OR FLANGED, AS INDICATED HEREIN.
9. UNLESS OTHERWISE SPECIFIED VAL VES 12-INCH AND SMALLER SHALL BE RESILIENT SEATED GA7F VAL VES. ACCEPTABLE
VAL VES ARE MUELLER, CLOW, M&H OR WA IFROUS VAL VES LARGER THAN 12-INCH SHALL BE BUTTfRfL Y VAL VES.
ACCEPTABLE VAL WS ARE M&H 450 OR 4500 OR PRATT EQUIVALENT.
10. HYDRANTS SHALL BE MUELLER CENTURION A-42 ,, GLOW MEDALLION, WA7EROUS (PACER) OR M&H (929). HYDRANTS
SHALL CONFORM TO AWWA STANDARD C502-73
11. THE WATER MAIN CONSTRUC77ON PHASE WILL NOT BE CONSIDERED COMPLETE LIN77L THE IIVSTALLA77ON /S ACCEPTABLE
TO THE CITY OF BONNEY LAKE INCLUDING A SA77SFACTORY HYDROSTA77C PRESSURE TEST, A SA775FACTORY DISINFEC7701V
TEST, SA77SFACTORY FLOW OF SERVICE LINES, AND COMPLE77ON OF ALL ITEMS ON THE INSPECTORS PUNCHL/ST.
12. THE CITY OF BONNEY LAKE REQU/RES THAT ALL NEW WATER MAINS WITH DIAMETERS OF 12 INCHES OR LARGER MUST
BE POL YPIGGED IN LIEU OF FLUSHING.
GRADING AND EROSION CONTROL
CONSTRUCTION ENTRANCE
EROSION - Ol
SILT CONTROL FENCE
EROSION - 02
CATCH BASIN PROIEC77ON FOR GRADING PRO✓ECTS
EROSION - 03
CATCH BASIN PR07FC77ON
EROSION - 04
CHECK DAMS AND SWALES
EROSION - 05
STRAW AND HAY BALE BARRIER
EROSION - 07
TRAFFIC
STREET RIGHT-OF-WAY PIPE TRENCH BACK FILL
AND PA VEMENT RESTORA7701V
TRAFFIC-02
TYPICAL PIPE TRENCH DETAIL
TRAFFIC-0
ADJUS7MENT OF NEW AND EXlS77NG U77LITY STRUC7URES TO
FINISH GRADE
TRAFFIC-12
MONUMENT FRAME AND COVER
TRAFFIC-22
SIDEWALK WITH LANDSCAPE 577?IP
7RAFFIC-23
COMMERCIAL/RESIDENTIAL SIDEWALK AFTHOUT PLANTER STRIP
TRAFFIC-24
WHEEL CHAIR RAMP DETAIL
TRAFFIC-25
ORSELCHAIR RAMP AL 7ERNA7F DETAIL
7RAFFIC-26
SAN/TARP S£WFR
SIDE SEWER STUB
SEWER - 01
PRIVATE SANITARY OR STORM SEWER CLEANOUT
SEWER - 02
PUBLIC SANITARY OR STORM SEWER CLEANOUT
SEWER - 03
24 INCH MANHOLE FRAME AND COVER
SEWER - 04
STORM DRAINAGE
GRADING/EROSION DISCHARGE CONTROL STRUCTURE
STORM - 04
RESIDEN17AZ F007NG DRAIN DETAIL
STORM - 07
THROUGH -CURB INLET FRAME & GRATE w/ER776AL CURB INSTALLA77ON
STORM - 10
THROUGH -CURB INLET FRAME
STORM - 11
CURB AND GUTTER REINFORCING DETAIL
STORM - 12
CITY OF BONNEY LA KE S TA NDA RD DETAILS
LAKELAND SOULYA6WNEY LAKE WATER
WATER MAIN BLOCKING
FIRE HYDRANT LOCA77ON
FIRE HYDRANT DETAIL
ADJUSTMENT OF U77LITY
1 " AND SMALLER WA TER SERVICE (1 OF 2)
10 AND SMALLER WATER SERVICE MATERIAL LIST (2 OF 2)
2" AIR AND VACUUM RELIEF VALVE
2" BLOW -OFF ASSEMBL Y DETAIL
TEMPORARY BLOW -OFF ASSEMBL Y
W""S"D" 0" T. STANDARD PLANS
CA TCH BASIN TYPE !
CA TCH BASIN TYPE IL
CA TCH BASIN TYPE 2 (46-0 54 "0 OR 60"0)
MISCELLANEOUS CATCH BASIN DETAILS
SOLID METAL COVER FOR CATCH BASIN
METAL FRAME & GRA7F FOR CATCH BASIN & INLET
VANED GRATE FOR CATCH BASIN AND INLET
MANHOLE TYPE I (48"0 54"0 OR 60"0)
MISCELLANEOUS MANHOLE DETAILS
CEMENT CONCRETE CURBS AND GUT7FRS
LSBL - Ol
LSBL - 02
LSBL - 03
LSBL - 05
LSBL - 06A
LSBL - 06B
LSBL - 08
LSBL - 09
LSBL-10
8-1
B-lo
B-le
B-1z
B-2
B-2c
B-2b
B-23a
B-24
F-1
ROCKERY GENERAL NOTES
1. MAXIMUM INCLINA77ON OF THE SLOPES ABOVE AND BEHIND ROCKERIES SHOULD BE 2:1
(HOR: VER).
2 MINIMUM THICKNESS OF ROCK FIL TER LAYER IS 12 INCHES.
3. MINIMUM EMBEDMENT OF BASE ROCK IS 12 INCHES UNDISTURBED NA77VE SOIL OR
COMPACTED FILL PLACED IN ACCORDANCE WITH GEOIFCHNICAL REPORT RECOMMENDA77ONS.
4. ROCKERIES GREATER THAN 4 FEET IN HEIGHT SHALL BE DESIGNED BY A STRUCTURAL
ENGINEER AND CALCULATONS SHALL BE PROVIDED TO THE CITY. ROCKERIES TO BE
INSTALLED UNDER PERIODIC OR FULL 77ME OBSERVA77ON OF THE GEO7ECHNICAL ENGINEER.
5. ROCK SHALL BE PLACED TO GRADUALL Y DECREASE IN SIZE WITH INCREASING WALL
HEIGHT IN ACCORDANCE WITH THE GEOIFCHNICAL ENGINEERS RECOMMENDA 17ONS.
6. MINIMUM WIDTH OF KEYWA Y EXCA VA IION SHALL BE EQUAL TO THE THICKNESS OF THE
BASAL ROCK (AS DETERMINED BY THE GE07ECHNICAL ENGINEERS DESIGN) PLUS THE
ROCK FIL TER WIDTH.
7. THE LONG DIMENSION OF THE ROCKS SHALL EXTEND PERPENDICULAR TO THE ROCKERY
FACE TO PROVIDE MAXIMUM STABILITY.
8. ROCKS SHALL BE PLACED TO A VOID CON77N000S JOINT PLANES IN VER77CAL OR
LATERAL DIREC77ONS. EACH ROCK SHALL BEAR ON 7W0 OR MORE ROCKS BELOW IT, WITH
GOOD FLA T- TO-FLA T CONTACT.
9. CONSTRUCTION OF ALL ROCKERIES SHALL BE IN CONFORMANCE ►MTH THE ARC
ROCKERY CONSTRUC77ON GUIDELINES.
6: 1
BA TTER
1
SIZE OF ROCK`
0e. 3 MAN)
W
12" MINIMUM
THICKNESS OF
a
....
; p
~
Q
2" TO 3" WASHED
GRA VEL OR J" TO
4" ANGULAR
Zt
ROCK.
.:.
.:
EXTRUDED
CURB
N
�- CONNECT 4" PERFORA TFD P. V. C.
1 MIN. DRAIN PIPE TO THE NEAREST
DOWNSTREAM CATCH BASIN, OR
AS SHOW9V ON PLANS.
CUT SLOPE
CUT ROCKERYDETAIL
NO SCALE
3" COMPAC7ED DEPTH CLASS "B"
ASPHAL TIC CONCRETE
4-1/2" COMPAC7ED DEPTH
ASPHAL T TREA TED BASE
6" COMPACTED DEP77-1 1 1/2"»0
MINUS CRUSHED SURFACING BASE A
COURSE, IF REQUIRED BY
GEOTECHN/CAL ENGINEER /�'�
SUITABLE SUBGRADE COMPACTED
TO 95X OF MAX. DRY DENS/TY.
ON SITE SURFA CING SECT/UN
NO SCALE
REINFORCEMENT NOTES
1, REFER TO CIVIL GRADING DRAWINGS FOR ROCKERY ALIGNMENTS AND ELEVA7IONS
2. ALL GRADING AND EARTHWORK SHALL BE COMPLETED PER ECI
GE07FCHN/CAL REPORT E-9544-8 & -9, DATED APRIL 4th, 2003
3 ALL GEOTEXRTLE LAYER HEIGHTS ARE MEASURED FROM GRADE IN FRONT OF
ROCKERY FACE.
4. GEOTEX77LE REINFORCEMENT SHALL BE INSTALLED ON HORIZONTAL SURFACE
OF COMPACTED STRUC7URAL FILL AT ELEVA77ONS SHOWN IN THE REINFORCING
SCHEDULE.
5. GEO E177LE REINFORCEMENT SHALL BE PULLED TIGHT BEHIND WALL. ANCHOR
AS REQUIRED TO MAINTAIN TENSION BEFORE COVERING WITH STRUC7URAL FILL.
6. PR07ECT GE07EX77LE FROM CONSTRUCTION DAMAGE PER MANUFACTURERS
SPECIFICA 77ONS. CONSTRUC77ON EQUIPMENT SHALL NOT IRA VEL 91REC71 Y ON
REINFORCEMENT. ANY GEOIEX7TLE THA T lS DAMAGED SHALL BE REPLACED
WITH NEW GEO7FXT1LE AT CON 7RACTORS EXPENSE.
7. GEOTFXTILE SHALL BE FORMAC OR EQUIVALENT AS SHOWN IN THE REINFORCING
SCHEDULE. ALL GEOTEX77LE SHALL BE CLEARL Y IDEN77FIED AND LABELED IN THE
FIELD. ANY UNMARKED ROLLS OR PGR770NS THEREOF THAT CANNOT BE IDEN77FIED
SHALL NOT BE USED IN WALL CONSTRUC77ON.
8. THE ROCKERY FACE SHALL BE CONSTRUCTED /N ACCORDANCE WFTH ARC GUIDELINES.
REINFORCING SCHEDULE
Wall Height
Reinforcement
Height (feet)
(H)
Layer No.
use Fortroc or equivalen
Length "L " (feet)
(see note 3)
4 feet
1
Fortrac 55/30-20
5.0
1.0
2
Fortrac 55130-20
50
25
1
Fortroc 55/30-20
5.0
1.0
4-6 feet
2
Fortroc 55/30-20
5.0
2.5
3
Fortroc 55130-20
5.0
1.0
1
Fortrac 55/30-20
6.0
1.0
6-8 feet
2
Fortrac 55/30-20
6.0
2.75
3
Fortrac 55/30-20
6.0
4.5
4
Fortrac 55/30-20
6.0
6.25
1
Fortrac 55/30-20
8.0
1.0
2
Fortrac 55/30-20
8.0
2.75
8-10 feet
3
Fortroc 55/30-20
8.0
4.5
4
Fortrac 55/30-20
8.0
6.25
5
Fortrac 55/30-20
8.0
8.0
1
Fortroc 55/30-20
10.0
1.0
2
Fortrac 55/30-20
10.0
275
3
Fortrac 55/30-20
10.0
4.5
10-12 feet
4
Fortrac 555/30-20
10.0
6.25
5
Fortrac 55/30-20
10.0
8.0
6
Fortroc 55/30-20
10.0
9.75
7
Fortrac 55/30-20
10.0
11.50
SL OPE 2.• l(H.• V) MAX.
COMPAC7ED STRUCTURAL FILL -
SWALE FOR SURFACE DRAINAGE CONTROL -7
1
Z
6
S7URBED -
2
FIRM UNDO KEYWA Y 118 /N I--
SOIL TO BE VERIFIED 4 IN. MINIMUM DIAMETER
BY SOIL ENGINEER MlN DRAIN PIPE SURROUNDED BY
KEYWAY SHOULD BE SLOPED CLEAN WASHED 3/4" DRAIN
GRAVEL
DOW4V TOWARDS THE FACE
BEING PR07FCIFD
REINFORCED STRUCTURAL FILL ROCKERY
NOT TO SCALE
50' TRACT
5' 5' 14' t 14, I �� 1 ��•
SIDEWALK (TYP)
0
"
8 x4"REDUCER (FLXFL)
FOR NEW 12" MAIM
12X8-REDUCER (FLxFL)
8X4" REDUCER (FLxFL)
FOR NEW 16" MAIN.
16"x12" REDUCER (FLxFL)
12 X8" REDUCER (FLxFL)
8 x4" REDUCER (FLxFL)
NEW WA7FR MAIN
FLANGE COUPLING ADAPT,
SIZE AS REQUIRED TO MA
NEW WA 7FR MAIN
1
\-- ROAD CENTERLINE AAb ROLLED CURB PER KING CO ROAD
PROFILE GRADE S7D5 DWG. NO 3-002 (TYP.)
NO TES. ON St TE
1. SEE SURFACING SEC77ON FOR PA VEMENT SPECIFICA 77ONS.
2. DIMENSIONS SHOWN ARE TYPICAL. SEE SHEET C3.03 FOR
DIMENSIONS WHERE ROAD WID 7H VARIES.
PER CITY OF AUBURN 57D. DET. TRAFFIC-32
MONTEVISTA DRIVES"E" ROADWA YSECTION
COUPLING PER CITY REQUIREMENTS
NEW WA 7FR MAIN
RY
1'
14'
NO SCALE
14'
NO SCALE
NOTE
BACKFL OW PRE VEN7ON ASSEMBL Y REQUIRED
FOR 7ES77NG CONFIGURA77ON AT COIVNEC77ON
TO EXIS771VG MAIN(S) FINAL CONFIGURA 7701V
SHALL REPLACE BACKFL OW PREVENTION
ASSEMBL Y WITH SPOOL TO MATCH NEW
WA 7FR MAIN CLASS AND SIZE. LENGTH
G / /IL✓✓V/IL ir_✓...ry ..vv r
4" BLIND FLANGE WTH 2" IPS TAP
2" PIPE (SxS) LENGTH TO RT
2" GATE VALVE (SxS)
TESTING CONFIGURA T/ON
LENGTH AS REQUIRED
MATCH NEW WATER MAIN CLASS
FINAL CONFIGURATION
CONNECTION DETAIL
NO SCALE
NOTE.
CONTRACTOR lS REQUIRED TO HA VE 7HE C/TY OF
AUBURN STANDARD N07FS AND STANDARD DETAILS
AND SPECIFICA77ONS AVAILABLE ON JOB SITE
WHENEVER CONS7RUC77ON IS IN PROGRESS.
RECORD DRAWING CER77FICA770N
THESE DRAWINGS CONFORM TO THE
CON7RACTOR S CON57RUC770N RECORDS
DA TE:
TITLE/POSITION.•
CONFIRMED BY CITY DA
5' 5'
- RW ED CURB PER KING CO. ROAD
SIDS. DWG. NO 3 002 (TYP.)
FOR f1577/VG 8" MAIM
8X4" REDUCER (FL)(FL)
FOR EXISTING 12" MAIM
12"x8" REDUCER (FLxFL)
8 X4" REDUCER (FLxFL)
FOR EXIS77NG 16" MAi%v
16 "xl2" REDUCER (FLxFL)
12 X8" REDUCER (FLxFL)
8"x4" REDUCER (FLXFL)
EXISTING WA TER MAIN
E COUPLING ADAP7FR (fLxMJ)
SIZE AS REQUIRED TO MA TCH
EXIS77NG WA T MAIN.
COUPLING PER CITY
REQUIREMEN75
-------� EXIS17NG WATER MAIN
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
1-800-424-5555
.-/i0A�A,
PROJECT REF.' FAC 04-OMI
THESE PLANS ARE APPROVED FOR CONFORMANCE WITH
THE CITY OF AUBURN S ENGINEERING DI VISION
REQUIREMENTS
APPROVED BY. QlAew, ,TA
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PROJECT REF.- FAC 04—OWI
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PROJECT REF FAC 04-0001
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_ _ _ _ _ _ _ _ _ = INDICAIFS 4" IRR1GA77ON SLEEVES
NOTES.•
1. THIS PLAN SHOWS THE MINIMUM NUMBER OF SLEEVES NECESSARY
FOR IRRIGA 7701V SERVICE TO PLANTER ISLANDS. OTHER SLEEVING
ACROSS SIDEWALKS, DRIVEWAYS, THROUGH RETAINING WALLS, ETC,
TO BE DETERMINED BY THE IRRIGATION DESIGN -BUILD CONTRACTOR.
2. ALL SLEEVES SHOWN ON THIS PLAN SHOULD BE 4" MIN. O.D. PVC
SCHEDULE 40 PIPE, WITH MINIMUM 15" BURIAL DEPTH, AND SHALL
EXTEND MIN. 12' INTO NEARBY PLAN77NG AREA. CAP AND FLAG AND
MARK LOCA77ONS (WI'TH DIMENSION FROM FIXED 517F OBJECTS) ON AS
BUIL T SLEEVING PLAN FOR FUTURE USE.
NO
FOR PUBLIC SEWER AND PUBLIC WATER ARE TO BE DEDICA7FD
TO THE CITIES OF AUBURN AND BONNEY LAKE FOR THE FULL WIDTH OF
THE PRIVATE ROAD TRACTS
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THESE PLANS ARE APPROVED FOR CONFORMANCE WFTH
THE CITY OF AUBURN'S ENGINEERING DIVISION
REQUIREMENTS
APPROVED BYCA6nn=-,
DATE APPROVED: 0
RECORD DRAWING CER71F1C47701V
THESE DRAWINGS CONFORM TO THE
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WIRING DIAGRAM
100W HPS
LUMINAIRE TYP.`
2 �.�
3
" 410
SPLICE (TYP.) I =. f, k �r �x j 2
Eli5 I l -� 3 F
�..,`
ft
prs
t
6 1# r #d
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7
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JB (TYP.)
8
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2 rt/ j T #f ,r �,.,p,/� � 3 �_
1 1 I_CKT. B
12
CKT. C _
14Jr
Lo
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16 EXIST. SVC. l =# `�,�- � °,� -' • / P `i ,� � Y�`,-�:. � ```' ```�k� � c,�
CABINET .' ..... J �' ,
EXIST. JBk
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'* ��'* t� 'f `_� ' '�:• y� �i'�`'", � �
IN
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DESIGNED:
CTB
APPROVED:
,�pQNER r
f1;N OR
O� �P 35635 O;•s�
EXPIRES 12/20/05
POLE SCHEDULE
LUM.
POLE
MOUNTING
COMMENT
POLE NO.
ROAD
STATION
OFFSET
HEIGHT
CIRCUIT
WATTAGE
PHOTOMETRICS
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
1
MONTEVISTA DR.
01 +00.5
21.0' LT
12'
8
100W
M-C-ll1
COA STD DETAIL TRSL-6
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
2
MONTEVISTA DR.
02+64.0
19.0' RT
12'
B
1cow
M-C-111
COA STD DETAIL TRSL-6
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
3
MONTEVISTA DR.
03+78.0
21.0' LT
12'
8
100W
M-C-1I1
COA STD DETAIL TRSL-6
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
4
MONTEVISTA DR.
04+91.0
19.0' RT
12'
B
t0oW
M-C-III
COA STD DETAIL TRSL-6
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
5
MONTEVISTA DR.
06+30.5
21,0' LT
12'
8
i00W
M-C-III
COA STD DETAIL TRSL-6
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
6
MONTEVISTA DR.
06+91.5
64.0' LT
12'
B
100W
M-C-Ill
COA STD DETAIL TRSL-6
BREAKER SCHEDULE (EXISTING)
SERVICE &
CIRCUITS
MAIN
BREAKER
AMPS
BRANCH
BREAKER
AMPS
CONTACTOR
AMPS
COMMENT
SERVICE
100
EXIST.
CIRCUIT A
20
30
USED
CIRCUIT B
20
30
CIRCUIT C
20
30
WIRE SCHEDULE
RACEWAY
SIZE UIT
ILLUM
$
SVC.
2
EQUIP.
GROUND*
NO
1
2" SCH40
2
1
2
2" SCH80
2
1
3
2" SCH40
4
1
4 .
2" SCH40
6**
1 **
* EQUIPMENT GROUNDING CONDUCTOR PER NEC REQUIREMENTS.
** INCLUDES EXISTING CIRCUIT A CONDUCTORS
TRANSPORTATION ENGINEERING NORTHWEST, LLC
PO BOX 65254
SEATTLE, WA 98155
(425) 806 9236
(360) 668 1133
LEGEND
SYMBOL
DESCRIPTION
®
TYPE 1 JUNCTION BOX
0
TYPE 2 JUNCTION BOX
SERVICE CABINET (EXISTING)
)IE
LUMINAIRE POLE
CONDUIT/CONDUCTOR
0
CONSTRUCTION NOTE
LUMINAIRE POLE NUMBER
AWIRE
NOTE
GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF AUBURN DESIGN AND CONSTRUCTION
STANDARDS.
2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY
THE CONTRACTOR AS NECESSARY.
3, THE CONTRACTOR SHALL SUBMIT A REQUEST FOR MATERIALS APPROVAL TO THE CITY AT THE
EARLIEST POSSIBLE DATE.
4. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL
CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL
COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT.
5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE
CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY IMMEDIATELY UPON DAMAGE.
6, SEE CITY OF AUBURN STANDARD PLANS TRAFFIC-43 FOR POLE AND CONDUIT LAYOUT DETAILS, SEE
TRAFFIC-45 FOR SERVICE CABINET/CONNECTION DETAILS. SEE TRAFFIC-46 FOR WIRING DETAILS,
7. ILLUMINATION CONDUIT TO SHARE TRENCH/CROSSING WITH OTHER UTILITIES WHERE POSSIBLE, TYP.
COORDINATE TRENCH SHARING WITH THE GENERAL CONTRACTOR. CONDUIT CROSSING LOCATIONS TO
BE VERIFIED BY THE CONTRACTOR.
CONSTRUCTION NOTES
f INSTALL LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE LUMINARE, POLE AND FOUNDATION PER CITY
OF AUBURN STANDARD DETAIL TRSL-6 (HOLOPHANE WADSWORTH SERIES ALUMINUM FLUTED SHAFT
WITH 17" DIAMETER BASE, W12F4 / 17CA / DG, AND HOLOPHANE UTILITY GRANVILLE LUMINAIRE
WITH INTERNAL UPLIGHT SHIELD, GVU100HPMTN3CU - SEE STANDARD DETAIL TRSL-6 FOR
ADDITIONAL DETAILS).
JUNCTION BOX/POLE BASE TO BE ENCASED ON CONCRETE PAD PER STANDARD DETAIL TRAFFIC-43,
TYP.
INSTALL RI-1 STOP SIGN AT THE APPROXIMATE LOCATION SHOWN, ON UNISTRUT 1 3%4" POST, WITH
2" ANCHOR AND 2 l2" SLEEVE, WITH STREET NAME SIGNS, PER CITY OF AUBURN STANDARD DETAILS.
SIGN CLEARANCE (HORIZONTAL AND VERTICAL) TO MEET CITY OF AUBURN AND MUTCD CLEARANCE
REQUIREMENTS.
INTERCEPT EXISTING JUNCTION BOX WITH NEW CONDUIT. PULL NEW CONDUCTORS INTO THE
EXISTING SERVICE CABINET AND TERMINATE PER THE BREAKER SCHEDULE.
N 20 80
0 40
SCALE: 1 " = 40'
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS.
BY DATE
TITLE/POSITION:
CONFIRMED BY CITY. --DATE
PROJECT REF. FAC #04-0001 'o7ww7
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S
ENGINEERING DIVISION REQUIREMENTS. /� /�
APPROVED BY: �� �J
DATE APPROVED: sh 7l og
LAKELAND HILLS AREA 5
DIVISION 2A
ILLUMINATION/SIGNAGE PLAN
DATE:
5/13/04
DRAWING NO:
IL1
SHEET:
25 OF 31
C)SDIS/&
POLE SCHEDULE
LUM.
POLE
MOUNTING
COMMENT
POLE NO.
ROAD
STATION
OFFSET
HEIGHT
CIRCUIT
WATTAGE
PHOTOMETRICS
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
7
MONTEVISTA DR.
08+ 11.0
19.0' RT
12'
B
100W
M-C-111
COA STD DETAIL TRSL-6
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
8
MONTEVISTA DR.
09+24.5
21.0' LT
12'
B
100W
M-C-111
COA STD DETAIL TRSL-6
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
9
MONTEVISTA DR.
10+50.0
19.0' RT
12'
C
100W
M-C-1I1
COA STD DETAIL TRSL-6
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
10
MONTEVISTA DR.
1 1 +74.5
21.0' LT
12'
C
1 OOW
M-C-111
COA STD DETAIL TRSL-6
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
11
MONTEVISTA DR.
13+00.0
19,0' RT
12'
C
IooW
M-C-111
COA STD DETAIL TRSL-6
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
12
MONTEVISTA DR.
14+24.0
21.0' LT
12'
C
100W
M-C-111
COA STD DETAIL TRSL-6
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
13
MONTEVISTA DR.
15+42.0
19.0' RT
12'
C
100W
M-C-III
COA STD DETAIL TRSL-6
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
14
INONTEVISTA DR.
16+31.5
21,0' LT
12'
C
100W
M-C-111
COA STD DETAIL TRSL-6
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
15
MONTEVISTA DR.
17+71.0
19.0' RT
12
C
100W
M-C-111
COA STD DETAIL TRSL-6
HPS
LOCAL RESIDENTIAL ORNAMENTAL ALTERNATIVE
16
MONTEVISTA DR.
18+88.5
21.0' LT
12'
C
1 ooW
M-C-111
COA STD DETAIL TRSL-6
WIRE SCHEDULE
RACEWAY
CONDUIT
SIZE *1
ILLUM
8
SVC.
2
EQUIP.
GROUND*
NO
2" SCH40
2
1
2
2" SCH80
2
1
3
2" SCH40
4
1
4
2" SCH40
6**
1 **
* EQUIPMENT GROUNDING CONDUCTOR PER NEC REQUIREMENTS.
** INCLUDES EXISTING CIRCUIT A CONDUCTORS
0
0
0
0
MATCH LINE STA 13+50 - SEE TOP RIGHT
LEGEND
DESCRIPTION
TYPE 1 JUNCTION BOX
TYPE 2 JUNCTION BOX
SERVICE CABINET (EXISTING)
LUMINAIRE POLE
CONDUIT/CONDUCTOR
CONSTRUCTION NOTE
LUMINAIRE POLE NUMBER
WIRE NOTE
MATCH LINE STA 13+50 - SEE BOTTOM LEFT
3 € i
( 3
it
J' �3t 8tg l F jT
1 3 12
- - 13
if
1 EXIST. ELEC.
3 SVC. CABINET �,
4--
& JUNCTION1 BOX
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS.
BY DATE
TITLE/POSITION:
CONFIRMED BY CITY:
DATE
N 20 80
0 40
SCALE: 1 " = 40'
PROJECT REF: FAC #04-0001 C/1
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S
ENGINEERING DIVISION REQUIREMENTS.
APPROVED BY: 0
DATE APPROVED: SII4F1 D
DESIGNED:
CTB
NER..T 6
0oE WAS•
��: •�, ;
•
- -��
•`
3563
st
�SS•'�4P�•�
• .I
AL
ExwREs 12/20%05
TRANSPORTATION ENGINEERING NORTHWEST, LLC
PO BOX 65254
SEATTLE, WA 98155
(360) 668 1133
LAKELAND HILLS AREA 5
D I V I S I N ZA
ILLUMINATION/SIGNAGE PLAN
DATE:
5/13/04
DRAWN:
CTB
DRAWING NO:
IL2
CHECKED:
SHEET:
26 OF 31
N0.
REVISION
BY
DATE
APPR
APPROVED:
OSI)IS/6
STREETSCAPE & COMMON TRACT LANDSCAPE PLANS
KEYMAP
t"%l 1L_r% W1
FOR AREA 5 DIVISION 2 A
SCOPE OF WORK
INCLUDES STREETSCAPE AND COMMON AREAS IMPROVEMENTS. SHADED
AREA IS PART OF THIS SUBMITTAUCONTRACT.
SHEET INDEX
TS.0 COVER SHEET
1-1.0 OVERALL LANDSCAPE PLAN
L1.1 LANDSCAPE SCHEDULE, NOTES & DETAILS
1-1.2 LANDSCAPE PLAN ENLARGEMENTS
1-1.3 LANDSCAPE DETAILS
o- �00W, a
1 0. 10161ESTLell
THIS PLAN SHEET REFLEUS THE CITY OF
AUBURN MINIMUM LANDSCAPM
REQUIREMENTS
Approved By:
Date Approved: 5. 17 • o4
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Iowa
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STATE OF
WASHINGOC
✓AARK ALAN WHOM
CERTIFICATE NO. 321
Scale.
Date. 16104
Drawn By. A E
Checked By- rw
Revisions.
k9ZMIT lZE1TTAL2-23
SHEET OF
27 31
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STATE OF
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TINS I=L,4N IS FOF, CODE SU5t-I TT,4L TO
C;OvEfRNINCT JURISDICTIONS 4ND IS NOT
FOR B 1 DD INCz OR CONSTI'UCT I ON.
0' 40' 80' 0' 240'
NORTH SCALE 1I= 801--0w
wx A.4N vasw—
MTlFCATE NO. 321
ales lo-W-W
Date-
Drawn By. AE
Checked By• rw
PROJECT Rio.
THIS PLAN SHEET REFLECTS THE CITY OF
AUBURN MINIMUM LA APING
REQUIREMENTS
Awed By;
rye Appffnd:
OVERALL LANDSCAPE PLAN
Revisions
PEWIT RESUBMJTAL 2-23-0
SHEET OF
28 31
L 1.O
Sheet.
a
SCHEMUE * indicates plant is on the List for Lakeland S. Master Landscape Plan
(S�imbols are shown at 20 scale.) indicates the tree is on the Lakeland S. List for use on SF Roadways
Symbol Botanical/Common Name Min. Size and Condition
Rght of Way Street Trees:
*Liquiclambar styraciflua 2" cal., 10-12' ht., well-branced, 545, spacing as
American Sweet Gum shown on plan.
Deciduox Trees
*Betula jacquemortii 2-1/2" cal., 10'-12' ht., full, wail -branched, 545, spacing
Jacquemontii Birch L2-23-04 as shown on plan.
*Ater circinatum (3) J" cal., 6-8' ht., well-branced, 545, spacing as
vine Maple shown on plan.
3 *Malus 'Snowdrift' 1-1/2" cal., 10-12' ht., well-branced, 545,
#Snowdrift Crabapple spacing as shown or plan.
Evergreen Trees:
* Pinus contorta
1'-8' ht., all trees to be full and bushy to base, 545,
Shore Pine
spacing as shown On plan.
*Thuja p. 'Fastigiata'
8'-10' ht., full and bushy to base, 545, spacing as
Hogan Cedar
shown on plan.
+
*Caloceadrus decurrers
ht., full and bushy to base, 545, spacing as
incense Cedar
shown on plan.
* Thuja o. 'Smaragd'
4'-5' ht., full and bushy to base, 545 or coat.,
Emerald Green Arborvitae
spacing as shown or plan. Shear tops as directed
after installation.
Large Shrubs
*Corpus stolonifera 'Variegata'
18-24" spread/ht., full and bushy, mire. (4) strong
Red twig Dogwood
canes, B45 or cont., spacing as shown on plan.
O
Cotinus coggygria 'Purpureus'
36" ht., full and bushy, 548 or cant., spacing as
Purple Smokebush
shown Or plan.
*Euonymus alata 'Compacta'
24-30" ht., full and bushy, 545 or coat., spacing as
Compact Burning Bush
shown on plan.
Prunus schipkatensis or lusitant}ca
24-30" ht., full and bushy, 545 or tort., spacing as
Schipka or Portugal Laurel
shown on plan.
Rl
*Rhododendron 'Unique'
24-30" spread, full and bushy, 545 or coat., spacing
Unique Rhododendron
as shown on plan. Upsize where noted.
*Prunus laurocerasus 'Zabeliana'
21-24" spread/ht., full and bushy, 545 or Cont.,
Zabel Laurel
spacing as shown on plan.
O
*Cistus hybriolus
21-24" spread, full and bushy, 5#8 or cont., spacing
White Rockrose
as shown on plan.
®
*Mahoria aquifolium
21-24" spread, full and bushy, 545 or cont., spacing
Oregon Grape
as shown on plan.
�^J
Arbutus u. 'Compacta'
18-24" ht., full and bushy, 545 or cont., spacing as
Dwarf Strawberry Tree
shown on plan.
T•wj
8
Pinus mugo 'Mugho'
15-18" ht./spread, full and bush, 545 or Cont.,
MugO Pine
spacing as shown on plan.
*Spiraea bumalda 'Anthony Waterer'
15-18" spread, full and bushy, 545 or cant., spacing
Anthony Waterer Spiraea
as shown on plan.
O
*Viburnum davidii
15-18" spread, full and bushy, 545 or cant., spacing
David Viburnum
as shown on plan.
0
*Erica carnea 'Winter Beaautc'
i gal. ccnt., full and bushy, spacing as shown on plan.
Winter Beauty Heather
O
Escallonia Compacta', 'Newport Dwarf'
'Aplle
18- 21" spread,, full and bushy, 545 or tort., spacing
or Blossom'/ Esca Ilonia
as shown On plan.
*Berberis t. 'Crimson pygmy'
Crimson Pygmy Japanese Barberry
12"-15" ht., full and bushy, 545 or Cont., spacing as
shown on plan.
O
Ilex cranata 'Green Island' *
12"-15" spread Full and bushy, 548 or cont., spacing
Green Island Japanese Holly
as shown On plan.
Ornwrwytal Grasses and Fern&.
Helictotrichon sempervirens 1 gal. cont., full and bushy, spacing as shown on plan.
Blue Oat Grass
*Miscanthus sinensis 'Purpurascens' 5 gal. coat., full and bushy, spacing as shown on plan.
Flame Grass
*Polystichum munitum 1 gal. cont., triangular spacing, full and bushy,
Western Sword Fern quantities as noted on plan.
Phormium t. 'Maori Queen' 5 gal. cont., full and bushy, spacing as shown on plan.
New Zealand Flax (or aim. medium - full size variety with red Foliage)
Seasonal Cdor 5010 1 pal. coat. a 15" o.c_ trian ular spar-in5par-ing and 50
pots o.c. triangu ar spacing. Varieties to
be determined by owner's rep. at the time of
planting.
Seeded or Sodded Lawn Sae spec! f i ca tions
GENERAL NOTES
1.) All plant substitutions shall require written approval of L. Arch and Planning department prior to execution.
2.) All landscape within fenced backyards to be provic;.- cl by the home per.
3.) All common area and front yard landscape areas to receive 2" depth specified bark mulch.
4.) All trees (deciduous and evergreen) shown in lawn areas to be installed with a 2' diameter mulch ring.
5.) Keep trees and large shrubs clear off front of transformers and 3' from sides, typ.
6.) See Lakeland Standard Motes, this sheet and specifications For additional requirements.
V
BROADLEAF TIME
1/2" DIA. BLACK RLe8ER HOSE
12 GA. WRE
(3) 2X2 HEM -FIR STAKES INTO L4
Di= u
SPECIFIED MULCH
FINISH GRAOI`
PULL 5URLAP OFF TOP 1/3 OF
FOOTBALL
IMPORT TOPSOIL (SEE SPECS)
LISTD NATIVE SOIL OR
COMPACTED PLANTING BACKFILL Z
BREAfK LP SiDES AND BOTTOM OF
PIT
ROOTNOtE' A2-23-04
DEFLECTION DEVICE REQUIRED FOR STI�ET Ti�Es
Deciduous Tree Planting
nts
Shrub Plantin
nts
PLANT AT SAME GRADE
AS NURSERY
FINISH GRAD
SPECIFIED MULCH
IMPORT TOPSOIL (SEE SPECS)
PLANTING BA0gILL
54B OR CONTAINER AS
SPECIFIED
UNDISTURBED NATIVE SOIL OR
COMPACTED PLANTING BACKFILL
2X2 HEM -FIR STAKE DRIVEN TO
SAL SECURE TO TREE WITH (2)
ST Y- MAN'S TAPE POINT
TOP OF STAKE TOWARD PREVAILiNG
WIND
CPiIED MULCH
FiN&4 GRADE
IMPORT TOPSOIL (5EE SPECS)
nLL 4FA OFF T1/3 OF
OPO _.
PLANTING 5AOqILL
LNMTU1i NATIVE 501LOR
BREAK UP SIDES AND BOTTOM OF PIT.
Coniferous Tree Plantini
nits
PLAN VIEW SLOPE TOP OF FENCE
TO FOLLOW
POM • ar or- 4. WHERE REQU I RED, TYP.
O*MITANI UNIFORM SPACM
KTWEE u roses
n - 2x4 TOP
IX& T.K. CEDAR
BOARD, 1/2" SPACIN&
.�
4X4 LINE POSTS,
4X& END, CORNER POSTE
2X4 BOTTOM RAIL -
FINISH GRADE, 3" CLEAR
FROM BOTTOM OF
FENCE, TYP.,4" MAX.,-ISL.dA Wall
}; 2" MIN. ELEVATION
12" DIA. COW- FOOTING, NOES
ALONG LINE f'05T5, IS" DIA. I.) ALL POSTS TO 5E PfiE55LNIM TREATED LUMBER (LP22), ALL OTHER
® CORNERS AND ENDS, T'Y'P. V4000 TO BE TIGHT KNOT CEDAR.
2.) ATTACH RAILS TO POST5 WITH HIDDEN &ALVANZED BRACKET.
3.) ALL RE TO BE r2ALVANI ZED STEEL.
4.) STAIN ALL WOOD, COLOR TO BE SELECTED AMC APPROVED BY OWNER.
SECTION 5.) 42" FENCE WHERE NOTED ON PLAN.
Shadowboard Fence
3/8"=V-0"
PLANTM GC.Fkajws
10 Tr*o and shrub plIsi pts *W be thr@9 (3) ftm to diameter and One and one
1. Landoc" Contractor wN verly ske conditions for grade, shape and layout prior to
haillf " bmw the depth of to f f
startling work. Notify Owner of modicatlaria prior to constructlon.
2. Landscape Contractor she# maintain @A liandecape are" urd firal approval and
(&40cwd to bullldlng dabs).
acceptance by Owner.
6houlldbelow surfaceIn adoxwt
3. The Owner shall guarantee al tree and dwub material♦ ..
Won are" • shrub
acceptance.from date of period • compilleft growing
seasim (May through September). AJ parties dW &Wee
13. Retaln posklive drW111000, maximum 31 dope, away *wn OJ "" and Wkft
upon an and date at the boo Inillng of to guarantee period
a. Al plants, plIantling and seedling actvftles d'WJ cor4orrn to normal llandscape WiCknitry
14 AN drub and groundIcow areas shid recei two (2) Inches of Paeft Toped
danderds.
• Al plants shall be nurvery-grown, and shall be containermed, baled and buriapped
or bare root
I& 9"d or sod Ilem aress wlth approved mkidire (see below). Seed &I we"
c. Pkints *W be heathy, vigorous, and free of defects, disease, and al forms of
ddi by r. 8
4 MIllinknum tree 9"s upon Insitaftilan shal be based on the fdowing dmensi
(1000 square feell;
40K CreepkV Red Fescue, 20% Kenhicky Magress, = Vellvel Sen4gress + 30%
CoIllper d1limensions for decxkxxn tress are measures at 6 Inches above the ground fair
Perft
trees tat we grown on their own rocts (not grafteO. The measureirmill tar gr~
trees is taken at 6 Inches above the ".
X. Fwifte lawn aress with Lily Mlw Royal Green' op*ii ed supplemord (19-3-16)
5. Exaft ode sods may be used *0 approved for backftV plant material. Mk
&;-vdM-+4) con4irded release granullar form with 5DX Wagon from LF rwftkbon
rado shall be-
Rate offwUrationper we shell•... dellermllito ad Welk
-!' oft - 507. imported topeW
6. Taped *xKhd be 3-way mix from ftclflic Taped or approved equal
7. CullIlInte taped Into the ♦, 12 kid of sat ftavilde as folows:
a- Four (4) 11nd in Ilown aress.
8. Crown of tress should be appr and (1) inch hiw, after sue, than
a4a<ent grade.
9. Al trees and shrubs shah be top dressed with Osmoeote (14-14-14) or approved
equal. Appy per manufacturer's �eciiications. T�-I I S i='L �4N I S FOR GOD � SUBi`� I T TAL TO
GOVERNING JURISDICTIONS 4ND IS NOT
FOR 51DDING OR CONSTRUCTION.
R o s s..sr♦ +8
THIS PLAN SHEET REFLECTS THE CITY OF
AUBURN MINIMUM LANDSCAPM
REQUIREMENTS
Appmwi By: !i�
Ike Ap,.,d: 5.0.011
F 'FA'
A- 04,
mt, P- %ft.
STATE OF
AW ALAN Y
CERTIFICATE W-1. 321
Scale. PER LL)ETAL.
Date=
Drawn Sv! A€
Chocked By.
Revisio-
PERMIT RENITTAL2-23-0
29 1 31,
L 1 • 'i
Sheet.
4,4
LANDSCAPE SCHEDULE, NOTES & DETAILS
06Dt
1
:
:
SEASONA LO
B
, 6' HT,
CMU WALL L,_3
,
A................
'i ACGEN VINO
GI
�
555
556E
` SEASONAL R
-
I
STONE
VENEER COLUMN,
TrP. c
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.. ..
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Do
/ .0
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UPL ICaW`1-
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5EA50NAL COLOR
,. \
•
' LALL llJAS�I
PEDESTRIAN
GATE
.
• • '.
A
. K� / 1' MONUMENT RL13
ACCEN
SE
VING
GIDo
Do
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-
5EA5ONAL G R
/
STONE VENEER
`
COLUMN, T rF
,.
UPLIGHT
'•
,A
Do
..... . .
52
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-
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ro
ro
ro
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FF 554,5 NORM
/
rrl
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TIREE T / 1r .. /
NORTH
ENLARGEMENT 'B'
1"=10,-0"
ENLARGEMENT 'A'
1" 10,_0•
THIS PLAN 15 FOR CODE 5U5 iITTAL TO
GOVERNING JURISDICTIONS AND IS NOT
FOR 5IDDING OR CON5TRUCTION.
PRoJECTNo. FAC04 00001
THIS PLAN SHEET REFLECTS THE CITY OF
AUBURN MINIMUM LANDSCAPING
REQUIREMENTS
App w,ed By:
Date Appmved: 17•
LANDSCAPE PLAN ENLAGEMENTS
WIN
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STATE OF
W
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AL M
CAFf1FrWE NO. 39
FW WTAL
Date. W104
Drawn By. AE
Chocked y NH
R®visians-
T 12ESJBMITTAL2-23
SHEET
30
31
L1.2
osD►8iG
1 A W THIICK
FACE
4" CMU BLOOK
,..
CUT TO FORM ARCH
STONE
VENEER WALL
FINISH GRADE —
fa
T
a
b
*4 EA.
VERT.
0�3 TIE+�E.
e'TF✓Tt(L.
FIN(SH
PER P
•4 DOL
EA. CC
STONE VENEER WALL
STONE VENEEA COLUMN
/ \I
PLAN VIEW MARBLE SIGN FACE
TOP COURSE OF COLUMN
ELEVATION
r 1.} REFER TO STRUCTURAL DETAILS FOR REINFORCING AND CONCRETE
FOOTING SIZE.
WALUSIGN 2.) LOCATE WALL AND COLUMNS AS SHOWN ON PLAN. STAKE LOCATIONS IN
SECTION FIELD FOR APPROVAL BY OWNER PRIOR TO INSTALLATION.
3.) EXTEND STONE VENEER MINIMUM 2" BELOW FINISH GRADE.
4.) SIGN REQUIRE SEPARATE PERMIT .
Qj Z-Z3-04
Entry M onument
3/80 = r-0•
(1) 03
«4
VER1
03
FINISH GRAD
PER PLAN
04 EA. WAY' 04 DOWEL 3
04 EA. CORNER
•
•
a
/,.
lt4 a 36 " O.C.
VERT.
PLAN - COLU) N WALL INTERSECTIC I
CMU Wall and Column Reinforcin
3/4• V-0
i
CONCRETE CAP
SIGN FACE - ALABASTER, TRAVERTINE MARBLE,
1-19' THICK
PIIN-MOUNTED ANODIZED BRONZE OR BRONZE PAINTED
ENGRAVED LETTERS, CENTERED ON SIGN, COORDINATE
W/ OWNER FOR TYPE SIZE, STYLE, AND COLOR.
24"x24" CULTURED STONE
FLAGSTONE PIER CAP;
CHAMPAGNE COLOR, (AS-1212)
CMU COLUMN WITH CULTURED
STONE VENEER(LAKELAND SLEND
LEDGES'TONE), INSTALL PER MANU-
FACTURER'S SPECIF'ICATION
CMU WALL WITH CULTURED
STONE VENEER (SUEDE LIMESTONE -
CSV-2046), AND 12" x 2(r FLAGSTONE
WALL. CAP, CHAMP (AS-1200)
INSTALL PER MANUFACTURER'S
SPECIFICATION
FINISH GRADE
w
0
rJ'
Y
CL
�z
�LL
d
LL
SUNRADE, TYP.
SECTION
CODE REQUIREMENTS:
ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING
CODE, 1997 EDITION, AS AMENDED BY THE CITY OF AUBURN,
DESIGN LOADS:
WIND LOAD: 80 MPH EXPOSURE B
EARTHQUAKE UBC ZONE 3: Z= 0.3 1= 1.0 R= 2.2
REINFORCING STEEL:
ASTM A-615 DEFORMED BARS GRADE 40 (fy = 40 KSI) FOR #3 AND 4 BARS,
ASTM A-615 DEFORMED BARS GRADE 60 fy = 60 KSI) FOR #5 AND LARGER,
MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS:
CONCRETE CAST AGAINST EARTH ... ...............3"
FORMED SURFACE EXPOSED TO EARTH OR WEATHER
#5 AND SMALLER ..........................1 1/2"
#6 AND LARGER .....................„ ... 2"
CONCRETE NOT EXPOSED TO WEATHER OR EARTH:
SLABS, WALLS..................................3/4"
BEAMS, COLUMNS:
PRIMARY REINFORCING ....... ......... .........2"
TIES, STIRRUPS, SPIRALS.......................1 1/2"
REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED
BEFORE CONCRETE IS PLACED,
REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD
BENT EXCEPT AS SHOWN ON DESIGN DRAWINGS,
FOUNDATIONS:
FOUNDATIONS SHALL BEAR ON UNDISTURBED NATIVE SOILS OR APPROVED
STRUCTURAL FILL. ALLOWABLE SOIL BEARING CAPACITY iS ASSUMED 1500 PSF
AT NATIVE SOIL AND ASSUMED 1500 PSF AT STRUCTURAL FILL,
CONCRETE BLOCK
ALL CONCRETE MASONRY ASSEMBLIES SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF Cm = 2500 PSI. DESIGN STRESS
ARE IN ACCORDANCE WITH UBC 2107 "WITHOUT SPECIAL INSPECTION"
(HALF STRESSES). VERIFICATION OF COMPRESSIVE STRENGTHS SHALL NOT
BE REQUIRED, CONCRETE BLOCK WALLS SHALL BE REINFORCED AS SHOWN
ON THE PLANS & DETAILS. GROUT SHALL CONSIST OF A MIXTURE
OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT
WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT
l3)*4 CC�1T SEGREGATION OF THE CONSTITUENTS. GROUT SHALL BE POURED IN MAXIMUM
LIFTS OF 4'-0", ALL CELLS SHALL BE GROUTED,
UNIT STRENGTH SPECIFICATION
CONCRETE MASONRY UNIT 2500 PSI UBC STD. 21-4, TYPE I
GRADE N - DENSITY NOT LESS THAN 110 PCF
MORTAR UBC STD, 21-15, TYPE S
GROUT 2500 PSI UBC STD, 21-19
CONCRETE:
CONCRETE SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE STANDARD
301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS
CEMENT AND CONCRETE SHALL CONFORM TO UBC 1903, ADMIXTURES SHALL
BE APPROVED BY THE BUILDING OFFICIAL. AN AIR ENTRAINING ADMIXTURE
CONFORMING TO UBC 1903,6.4 SHALL BE ADDED TO ALL CONCRETE EXPOSED
TO FREEZE/THAW ACTION TO PROVIDE 5% + 1% ENTRAINED AIR. THE USE
OF WATER SOLUBLE CHLORIDE ION SHALL NOT BE USED UNLESS APPROVED BY
THE ARCHITECT.
CC # SACK SPECIAL INSP. USE
AT PER CY REQUIRED
28 DAYS OF CONC,
2500 5 1/2 NO RESIDENTIAL FDNS,
AND NON-STRUCT.
AS AN ALTERNATIVE TO THE ABOVE, THE CONTRACTOR MAY SUBMIT A
CONCRETE MIX DESIGN FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY
CONCRETE. THE ALTERNATE MIX DESIGN WILL BE REVIEWED FOR
CONFORMANCE TO UBC 1904 AND 1905. CHAMFER ALL EXPOSED CORNERS PER
ARCHITECT OR 3/4" IF NOT SPECIFIED BY ARCHITECT.
TOP COURSE OF WALL
AND COLUMN VENEER
TO BE INSTALLED IN A
SOLDIER PATTERN AS SHOWN
Median Wall
3/8' V-0•
r-
Q
Q
Q-
CD
ro
Q
3
ro
r0
<
0 I
PROJECT ARTWORK STONE VENEER WALL
(NO TEXT) BY OWNER STONE VENEER COLUMN
/ \I
— - —
PLANTER
AREA
PLAN VIEW
FRONT ELEVATION
NOTES;
1.) REFER TO STRUCTURAL DRAWINGS FOR COLUMN REINFORCING AND CONCRETE FOOTING SIZE.
2.) LOCATE WALL AND COLUMNS AS SHOWN ON PLAN. STAKE LOCATION IN FIELD FOR APPROVAL
BY OWNER PRIOR TO INSTALLATION.
3.) GATE STYLE AND COLOR TO BE DETERMINED BY OWNER.
•
• •
�s
r1' r
f!
F`i r dii �,%
o'' �/` /
r,// %%'! f
'�;r
r✓/ jr% '/ f`/ r ff! rr
rf fr
v
•. • •
r , . >
.. . . !
Us
/'/6,
STRUCTURAL DETAILS AND CALCULATIONS PREPARED BY
CT ENGINEERING
6' ht. CMU Wall
3/8• V-0'
24"x24" CULTURED STONE
FLAGSTONE PIER CAP;
CHAMPAGNE COLOR, (AS 1212)
CMU COLUMN WITH CULTURED
STONE VENEER (BUCKS COUNTY
LIMESTONE CSV-2074)
SECURELY ATTACH FENCING
TO COLUMN. WRAP STONE TO
HIDE CONNECTIONS.
ORNAMENTAL, OPEN STYLE
VEHICLE GATE; POWDER COATED STEEL,
OR EQUAL. COLOR TO BE DETERMINED
BY OWNER.
CMU WALL WITH CULTURED
STONE VENEER (BUCKS COUNTY LIMESTONE -
CSV-2074), AND 12" x 20" FLAGSTONE
WALL CAP, CHAMPAGNE (AS-1200)
FINISH GRADE
INSTALL STONE r
BELOW FINISH GRADE, TYP.
CONCRETE FOOTING, TYP.
SUBGRADE,TYP.
2x8x16 CMU CAP
STANDARD GRAY COLOR
TOP COURSE
8x>Ix16 CMU BLOCK,
SPLIT FACE FINISH,
STANDARD GREY COLOR
(2) COURSES
6x6x16 CMU BLOCK,
SMOOTH FINISH, ACCENT
COLOR TO BE DETERMINED
(7) COURSES
640 6 CMU BLOCK,
SPLIT FACE FINISH,
STANDARD GREY COLOR
4'
FISH GRADE 1,
CONCRETE FOOTINGS i•1C
0
LL
icy 2
LL
o c �or, $X?41?z
•
•
FINISH GRADE MUST
BE EOUAL ON EACH
SIDE OF WALL
3'
TH15 PLAN 15 FOR CODE 5U5t-1ITTAL TO
GOVERNING JURISDICTIONS AND 15 NOT
FOR BIDDING OR CONSTRUCTION.
IRoJEcT No. FAC04-00001
THIS PLAN SHEET R.EnBm THE CITY OF
AUBURN MINIMUM LANDSCAPING
REQUIREMENTS
Approved By:
Imo Approved: os—o •o4
LANDSCAPE DETAILS
STATE OF
Date -
Drawn By AE
Chocked By- IW