HomeMy WebLinkAbout05D1781LOCATED IN THE NE 1 /4 OF THE NW 1 /4 SECTION 7, T21 N, R5E, W.M. AUBURN, WASHINGTON
GRADE 1" DOWN
EXTRUDED CONC. CURB FROM TOP OF
1/2
,1 1 2" 1 /2" CURB.
3" A.C. PAVING { J i I 11=I i 1-1 11-1 I I i I is
UPI I I
SLOPE PROVIDE i'-O" LEVEL
OWN AREA WHERE GRADE
SLOPES DOWNWARD OUTSIDE
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CRUSHED ROCK
SUB -BASE, COMPACTED TO 95% MIN. (ALTERNATE: 4" ATB)
CURB AND PAVING SECTION
N.T.S.
[VCHAINLINK FENCE POST
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-PLANTER
A.C. PAVING
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ALTERNATE BEND
CONCRETE:
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f'c=2500
PSI
REBAR:
GRADE 40
4"
8"
4"
U
RETAINING
WALL
N.T.S.
35'
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35'
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LANDSCAPE
I1LIr VllnllY LIIVII
FENCE
CHAINLINK FENCE POST
CAST -IN -PLACE CONCRETE CURB
1 /2" CHAMFER TYP.
PAVING PER PLAN
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(2) #4 CONT.
COMPACTED SUBGRADE - CONCRETE SHALL HAVE 28-DAY
COMPRESSIVE STRENGTH OF 2500 PSI
AND 5% AIR ENTRAINMENT
- REINFORCING SHALL BE GRADE 40
CONCRETE CURB (CAST -IN -PLACE)
N.T.S.
ABBREVIATIONS
LEGEND
Z
BLC - BUILDING CORNER
MH
- MANHOLE
C - COMPACT
MJ
- MECHANICAL JOINT
DESCRIPTION
NEW
EXISTING
C8 - CATCH BASIN
OVHD
- OVERHEAD
STORM SEWER
D
— —
— D —
m
CL - CLASS
PL
- PROPERTY LINE
SANITARY SEWER
S
— — S — —
CO - CLEAN OUT
R
- RADIUS
D - STORM DRAIN
R/W
- RIGHT-OF-WAY
WATER
1N
— — yy — —
DDCV - DOUBLE DETECTOR CHECK VALVE
S
- SANITARY SEWER
AC PAVING
��
DI - DUCTILE IRON
SO FT
- SQUARE FEET
DS - DOWNSPOUT
S/W
- SIDEWALK
CONC. SIDEWALK
D/W - DRIVEWAY
TC
- TOP OF CURB
LANDSCAPING
EL - ELEVATION
TP
- TEST PIT
ESMT - EASEMENT
U.N.O
- UNLESS NOTED OTHERWISE
SPOT ELEVATIONS
FD - FOUNDATION DRAIN
xx xx
�—
++++
FDC - FIRE DEPT. CONNECTION
FF - FINISH FLOOR
W
_ WESTH
PARKING
®
OX
FHY - FIRE HYDRANT
E
- EAST
FL - FLANGE JOINT
H/C - HANDICAP
N
- NORTH
FOUND CASE MON
IE - INVERT ELEVATION
NW
- NORTHWEST
LF - LINEAR FEET
SW
- SOUTHWEST
STORM MANHOLE
■
�
L/S - LANDSCAPING
NE
- NORTHEASTSE
- SOUTHEAST
STORM CATCHBASIN
■
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COUR I
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BRANNAN
AUBURN c PARK
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23ra Z
AIRPORT 22ND ST J
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SANITARY SEWER MANHOLE
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WATER VALVE
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ARE HYDRANT
GAS METER
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WATER METER
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TELEPHONE MANHOLE
QT
ELECTRIC VAULT
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STREET LIGHT
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UTILITY POLE
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CONTOURS
48—�'
--- --
LIGHTS
SHEET INDEX
NEW ASPHALT DTL. 11C1
TAPER TO ALLEY
NEW 10' WIDE GATE
SIOSWALE
W/INFILTRATION
TRENCH BENEATH
Cl SITE PLAN
C2 T.E.S.C. PLAN
C3 STORM DRAINAGE & GRADING PLAN
SECTIONS & DETAILS
C4 SANITARY SEWER & WATER PLAN,
LEGAL DESCRIPTION
LOTS 21,22 & 23 IN BLOCK 1
OF MAPLEWOOD ADDITION TO AUBURN
AS RECORDED IN VOLUME 17 OF PLATS ON
PAGE 78. RECORDS OF KING COUNTY, WA.
LESS THE WEST 5.0' FOR ROAD.
TAX PARCEL NO. 512540-0085-09
EXTERIOR LIGHTING
OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND
DIRECTED TO AVOID LIGHT SPILLAGE ONTO ADJACENT
PROPERTIES AND TO AVOID GLARE FOR MOTORIST
TRAVELING ON ADJACENT STREETS.
DATUM
R.R. SPIKE IN POWER POLE
SE CORNER 24th ST. NE
AUBURN WAY. ELEV. 57.09
BENCHMARK SS.
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555
AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER
OR NOT CONFLICTS EXIST. LOCATIONS OF SAID U11UTIES AS
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC.
TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
6
110
ST
CITY LIMITS
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VICINITY MAP ,.m.�.
OWNER
KELLY COMER
MOORE CARS
15833 INTL. BLVD. SOUTH
SEATAC. WA. 98188
CODE NOTES
sr
NE
ZONING C3
LOT SIZE .3 ACRES
OCCUPANCY B
TYPE OF CONST. VN
SETBACKS EAST = 63'
NORTH = 73'
SOUTH = 6'
WEST = 110'
PARKING REQUIRED
OFFICE 1000/250 = 4
OUTDOOR SALES AREA 16.917/5000 = 3.38
TOTAL = 7.38 STALLS
PARKING PROVIDED
STANDARD (9'MIN. x 19') = 7
HANDICAP (16' MIN. x 191 = I
TOTAL = 8 STALLS
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C1 N.T.S.
NEW SIGN, BY OTHERS
12"x12"x5/16 TUBE
STEEL
6'-0 "x4'-0 z -3" DEEP
CONCRTE FOOTING
6'-0' DIMENSION
PARALLEL TO SIGN
3'
-0"
,_6l.
2 15 HAIRPINS EACH
SIDE OF COLUMN
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RECORD DRAWING CERTIFICATION PROJECT REF: GRA0011-98 LDATE3/ 128
THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED" FOR
CONTRACTOR'S CONSTRUCTION RECORDS. OWN
CONFORMANCE WITH THE CITY OF AUBURN A.M.
ENGINEERING DMSION'S REQUIREMENTS =09, CHECKED L.K.
BY; DATE: � j� j
Approved By: _ S..t 5/t, l " JOB N0.
>T�E/PosmoN: 98031
Date Approved: ,�%/ 2.1 S SHEET NO.
OONFIRMED BY CITY: DATE:
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PER C.O.A. STD. DTL. DEV-6
U.S.C. /DEMO PLAN,
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GRADING NOTES
1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GADES SHOWN PER
THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE
FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARDING
ALL PAVING SECTIONS, CONSTRICTION METHODS, AND OTHER
SOIL RELATED REQUIREMENTS.
2. THE CONTRACTOR SHALL SUBMIT A HAUL ROUTE TO THE CITY OF
AUBURN FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH
CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM
ON -SITE WORK.
3, THE CONTRACTOR SHALL BE REQUIRED TO WATER THE SITE, AS NECESSARY
TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR SWEEPING OF PUBLIC STREETS
WHICH MAY BECOME SOILED AS PART OF CONSTRUCTION OR HAULING ACTIVITIES.
THESE ACTIONS SHALL BE GOVERNED AS DIRECTED BY THE BUILDING OFFICIAL.
DEWATERING NOTES
1. THE CONTRACTOR SHALL PROVIDE ALL DEWATERING WORK AND OTHER
NECESSARY WORK TO ALLOW COMPLETION OF THE CONSTRUCTION OF
THIS PROJECT.
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555
AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER
OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC.
TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS.
BY:
TITLE/POS1110N:
CONFIRMED BY CITY:
DATE:
CONSTRUCTION SEQUENCE
Ull
1. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH
" %y
THE CITY OF AUBURN OFFICIALS.
2. ESTABLISH THE CLEARING AND GRADING LIMITS.
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3. PROTECT EXISTING CATCH BASINS INLETS PER
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ENTRANCE AUBUTN STD. DTL. DEV-8.
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4. BEGIN DEMOLITION OF EXISTING STRUCTURES, FENCES, ETC.
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5. CLEAR AND GRADE SITE AND AMEND TESC FACILITIES
AS REQUIRED.
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6. CONSTRUCT STORM DRAINS, BIO-SWALE, FENCES AND UTILITIES.
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DO NOT ALLOW RUNOFF TO ENTER INFILTRATION FACILITY AT THIS
TIME.
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7. EXISTING PAVING SHALL BE SWEPT AND KEPT CLEAN
OF EXCESS SEDIMENT.
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8. BEGIN PAVING.
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9. PLUG EXISTING STORM DRAINAGE FACILITIES, AS SHOWN
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ON C3.
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10. HYDROSED ALL LANDSCAPED AREAS UPON COMPLETION OF GRADING
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ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY
W
AND SEDIMENTATION CONTROL PLAN.
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11. MAINTAIN TESC FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION
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DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS
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INSTALLED AND FUNCTIONAL.
BRING INFILTRATION FACILITY ON-LINE.
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DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM
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12. REMOVE ALL TESL MEASURES, ONLY AS APPROVED BY THE
U
CITY OF AUBURN AND THE ENGINEER UPON SUBSTANTIAL
COMPLETION OF CONSTRUCTION.
13. REMOVE ALL SEDIMENT FROM STORM STRUCTURES
UPON COMPLETION OF CONSTRUCTION.
14. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY SHALL BE LIMITED
TO 15 DAYS.
REQUIREMENTS FOR
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EXPOSED SOIL STABILIZATION
U
1. SEASONAL REQUIREMENTS:
1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED
ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE
FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR
THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT
WARRANTED:
FROM APRIL 1 TO OCTOBER 31, ALL DENUDED AREAS AT FINAL
GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO
L,,
REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE
STABILIZED WITHIN 10 DAYS.
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FROM NOVEMBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL
GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT
OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA
GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO
REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED
AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN
UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED
IMMEDIATELY.
2. STABILIZATION METHOD: HYDROSEEDING & MULCHING:
A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1
THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31.
O
(NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31,
IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN
NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED
IMMEDIATELY AFTER PLANTING.)
B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT
NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING
SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE
"CAT
C�
DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE
WALKED" UP SLOPE.
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C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS.
DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS
MUST USE NON -PHOSPHOROUS FERTILIZER.LLJ
D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED
W
SEED BED AT A RATE OF 120 LBS/ACRE:
N
PROPORTIONS PERCENT PERCENT
00
m
NAME BY WEIGHT PURITY GERMINATION
)
REDTOP(AGROSTIS ALBA) 10% 92 90
u')
ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90
CHEWINGS FESQUE 40% 97 80
(RESTUCA RUBRA COMMUTATA)
Y
Y
(JAMESTOWN,BANNER,SHADOW OR KOKET)
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WHITE DUTCH CLOVER 10% 96 90
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(TRIFOLIUM REPENS)
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E. "HYDROSEEDING" APPLICATIONS WITH APPROVED
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SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED.
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F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE
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MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN
ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES.
WATER APPLICATION RATES SHOULD BE CONTROLLED TO
PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE
MORE HARMFUL THAN NO WATER.
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PROJECT REF: GRA0011-98
DATE
3/12/98
THESE PLANS ARE "APPROVED" FOR
DRAWN.
CONFORMANCE WITH THE CITY OF AUBURN
A.m.
ENGINEERING DIVISION'S REQUIREMENTS a4kM.
CHECKED
myi! %9S
LK
Approved By: �•y�,..,_rS
JOB
No.
98GJ1
Date Approved: n 12 01
SHEET NO.
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NEW GRADE
\_ SEXIST. GRADE
SITE SECTION
1" = 20' HORIZONTAL
1 " = 2' VERTICAL
NEW 6" CURB
56
i ROCKERY � ,
NEW 2" WATER--/
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ABANDON BIOSW E
DTL 5�6
52
INFILTRATION TRENCH
DTL 6/C3 :.: �:.
6" SLOTTED PIPE `
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6" PVC SDR35 SS
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12.5' STICK LENGTH
CENTERED BELOW 6"
SLOTTED PIPE
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CB TYPE 1
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WATER DAM CENTERED OVER
8"x1.25'x8.5' NEW 12 1/2' STICK SANITARY (1.21' COVER)
48-PIIIIRE°A! `R 48
6" SS CENTERED
BEDDING MATERIAL, UNDER STORM. SPACE
(CDF OR BENTONITE) IS COMPACTED TO JOINTS ACCORDINGLY
12" DEPTH
SITE SECTION
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1 " = 2' VERTICAL
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SECTION��
C3 1" = 20' HORIZONTAL GENERAL ROCKERY NOTES: °c
1" = 2' VERTICAL
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1. ROCK SHALL BE SOUND AND HAVE A MINIMUM DENSITY OF W �,
160 POUNDS PER CUBIC FOOT. ROCKS WEIGHING LESS THAN (j jj Z_ N
100 POUNDS SHALL NOT BE USED. o
2 THE LONG I Z Z "'
PLACE TENSAR UX1400 GEOGRID OR APPROVED EQUAL, WHERE
D MENSION OF ALL ROCKS SHALL BE PLACED PER-
W
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ADJACENT TO VEHICLE AREAS, 5.6' MIN. WIDTH 0 24" VERT.,
PENDICULAR TO THE WALL. EACH ROCK SHALL BEAR ON TWO
�,
PLACE ROCKERY AND FILL AT SAME TIME.
ROCKS IN THE TIER BELOW.
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3. HEIGHT BOTTOM SIZES TOP SIZES
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POP OF ER PLAN ALL (T.O.W.) GRADING PER PLAN
4' MAX. 3-MAN ROCK 2-MAN ROCK
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53.55 BEG
5314 END
DESIGN DEPTH
1' MIN. FREEBOARD DURING 6 MONTH,
BOTH SIDES 24 HR. STORM
3:1 MAX.
(TYP)
-fl l'{I;lI{i1y �I it
lllll! lull 1i11lIII;T_I11 1
f� BOTTOM WIDTH = 2'
BIOSWALE GRASS SEEDMIX
(MAINTAIN 6" GRASS
HEIGHT AT SWALE)
r BIOSWALE
C� N.T.S.
FREE- DRAINING BACKFILL
(2" MAX. SIZE, 40% TO 60% GRAVEL
MAX. 5% FINES); MIN. 12"
CHOKE COARSE OF 4" -6"
(700#-2000#) (200#-700#)
8' MAX. 3,4-MAN ROCK 2,3-MAN ROCK
(1300#-4000#) (200#-1300#)
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QUARRY SPACES ADJACENT
-
1
TO ROCKERY
4. ROCKERIES 6' AND OVER IN HEIGHT REQUIRE ENGINEERING
CUT FACE IN
MONITORING BY SPECIAL INSPECTOR UBC 306b ,
NATIVE/FILL MATERIAL (SEE NOTE 6)
WHICH AT MINIMUM SHALL CONSIST INSPECTION AND
OF
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EVALUATION OF SUBGRADE, PLACEMENT OF BASE COURSE
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MIN. 6" DIA. SLOTTED PIPE;
AND DRAINAGE, AND FINISHED ROCKERY.
2 < 3
MIN. 0.5% CONTINUOUS SLOPE
TO OUTLET; SURROUND WITH
5. GUARDRAIL/FENCE (IF ANY) PER PLANS
MINUS ROCK, 6" MIN. COVER OVER
6. ROCKERIES ARE EROSION -CONTROL STRUCTURES, NOT RETAINING
PIPE; 2" MIN. ROCK UNDER PIPE
WALLS. MATERIAL MUST BE STABLE AND FREE-STANDING
IN CUT/FILL FACE.
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7 COMPACT BACKFILL AT LEAST 95% OF MODIFIED PROCTOR
8" MAX. DRY DENSITY (ASTM D1557-70, METHOD C OR D).
3'-0" 5'-6"
MIN, B10SWALE GRASS SEEDMIX
1.1.1 Q
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ROCKERY (FOR BIOSWALE SLOPES < 1.0%)
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4 20 % WESTERN MANNAGRASS (GLYCERIA OCCIDENTALIS) �, 0
C3 N.T.S. 20 % SLOUGH SEDGE CARED 0 N PT `-
( B U A)
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20 % SHORTAWN FOXTAIL (ALOPECURUS AEQUALIS) N
jROCKERY PER DTL. 4/C3
20 % WATER FOXTAIL (ALOPECURUS GENICULATUS)
20 % VELVET GRASS (HOLCUS MOLLIS)
EACH SEED TYPE TO HAVE 92-95 % PURITY AND
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807. MIN. GERMINATION.
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APPLICATION (PER ACRES
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2-3 LB. SEED MIX
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435 LB. 10-20-20 (N-P-K) NON-PHOSPHEROUS FERTILIZER
ry
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1500-2000 LB. WOOD CELLULOSE FIBER MULCH.
NOTE: BIOSWALE TO BE FULLY ESTABLISHED PRIOR
4' MIN. TOPSOIL
TO INTRODUCTION OF STORMWATER RUNOFF.
IRRIGATE IF NECESSARY.
EROSION CONTROL BLANKET
(JUTE NETTING OR APPR'D EQUAL)
MIRAFI 140N
GEOTEXTILE FABRIC
III -=III _- III.
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I O ° O O ° 6" SLOTTED PVC
EL. 50.5 -� I 'o O =�
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EL. 49.5 p 0 00 o p -i
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.. 1 ,1 1 18.5 3/4" TO 1 1/2-
WASHED ROCK
INFILTRATION TRENCH
NOT TO SCALE
METAL FRAME AND SOLID
COVER RIM 55.0
II
ADJUSTMENT BRICK
(4" MIN., 12" MAX.)
OFFSET TOP SLAB
"
6 CAP RUBBER GASKET g" IE 53.13
SHORT NIPPLE (CUBE MIN. -�
BOTH ENDS) G
A.C. OR G.P.K.
MANHOLE ADAPTER
C0
6" PVC SDR 3
6"x 6% 6" PVC TEE
RUBBER GASKET JOINTS
50.50
8" PVC
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UTILITY CONFLICT NOTE:
RECORD DRAWING CERTIFICATION
PROJECT REF: GRA0011-98
DATE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
THESE DRAWINGS CONFORM TO THE
"APPROVED"
!
"
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
CONTRACTORS CONSTRUCTION RECORDS.
THESE PLANS ARE FOR
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
CONFORMANCE WITH THE CITY OF AUBURN
AM.
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
LJ1d'j1��
ENGINEERING DIVISION'S REQUIREMENTS
THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555
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CHECKED L K
AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS
BY: DATE:
®®!
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER
Approved By: _ auJOB
OR NOT CONFLICTS EXIST. LOCATIONS OF SAID U11UTIES AS
TITLE/POSITION:
,_
N0.
98031
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SHEET NO.
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
Date Approved: 12 g>
THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC.
CONFIRMED BY CITY: DATE:
TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
3
CONSTRUCTION.
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