HomeMy WebLinkAbout2024-0117 - Amity Road Daycare_REV#5 Detail sheet C404 N N N N N m
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EXTERNAL FLAT POST CAPS 4 PROVIDE EQUAL SPACES(8'4"MAX.) INSTALL 6'DOUBLE GATE N N o N N Q
GLUED IN PLACE PER MANUF. \ \ \ \ \
RECOMMENDATIONS WHERE OCCURS. CD - - -
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HEAVY DUTY COMMERCIAL N N CD
PROVIDE(3)HINGES AND GRADE VINYL COATED CHAIN o 0 0 0
A CANE PER LEAF. 2"(HINGE
1 1/2"RAIL LINK MESH.PROVIDE TOP 2"(HINGE CLEARANCE)
INSTALL A LATCH SIMILAR 8'0"MAX' CLEARANCE) 3"MAX.
SECURE TO HORIZONTAL AND BOTTOM RAILS 4'-0"
RAILS SO THAT THEY DO TO NATIONWIDE 3/4"X 18 GA. 3"MAX. ._0 MIN.MIN. POSTS AT WELD STRIKE PLATE TO POST
INDUSTRIES 3"AIRSPACE PICKET 3"GA N MIN.
NOT COME LOSE IF THE `ARMORLATCH NW6244. BETWEEN PICKETS MAX. 8'-0"MAX.,TYP. ( 2 112"0 POST SIZE- CONCRETE
1 \ FILLED AT GATE LOCATIONS.
POSTS MOVE(TYP.) EXIT DEVICE,SEE FENCE U)
6'-0"TALL X 4"SQUARE POST AT LATTICE EXTENSION. 1 1/2"RAIL GENERAL NOTES ON THIS SHEET. EXIT DEVICE,SEE FENCE GENERAL O
(� 8'0"O.C. INSTALL POST WHERE PANIC BAR DOES NOT o NOTES ON THIS SHEET. 0
OCCUR,PROVIDE YARDGARD - a WHERE PANIC BAR DOES NOT OCCUR,
STIFFENERS AT FENCE ENDS, CD o J
CORNERS,AND AT 24 FT.MAX. FORK LATCH OR SIMILAR.SEE a PROVIDE YARDGARD FORK LATCH OR Lu
o J 3/4"X 18 GA.PICKET COLOR: o J PLAN FOR LOCATIONS. p _ SIMILAR.SEE PLAN FOR LOCATIONS. W
1/2"MAX/MIN.GAPS �. ZD a BLACK zo a- o w z Z
a w 1r w _ PROVIDE STEEL PLATE ON BOTH w - PROVIDE STEEL PLATE ON BOTH LU 2 w
m cU) o U) SIDES OF FENCE AS NECESSARY `n co SIDES OF FENCES REQ'D FOR 2 O 2
E SEMI-PRIVATE PVC FENCE, o o - - --- - -
POSTSIZE VARIES WITH _ w FOR MOUNTING EXIT DEVICE. MOUNTING EXIT DEVICE(WHERE O O
RAFAB WELLINGTON II OR v HEIGHT v `' -- - - OCCURS) U z U N
EQUAL.(6"SLATS AND1/2" M _ u u II II II II n n n n II II n PROVIDE 10"H.KICK PLATE - - Lu
E GAPS,TYP.) N 11-IFII II II II II II II II II II II II II Tr T ON PUSH SIDE OF GATE ( PROVIDE 10"H.KICK PLATE F ~ ~ FL
Y N o ON PUSH SIDE OF GATE U U U
O FINISH GRADE
T CONCRETE SIDEWALK OR CURB _ CONCRETE SIDEWALK OR CURB 1<�I<A<A<4�rz
c FINISH GRADE 12"DIA.SONOTUBE
k -• :+ k �i � I I :.� � . `" I I FILLED W/CONCRETE, 2 1/2"QJ POST SIZE 12"DIA.SONOTUBE FILLED
CONCRETE FOOTING � p 12"DIA.MIN. � M � p TYP. AT 5'-0"O.C.MAX. W/CONCRETE,TYP.
•4. .. ."•�• U CONCRETE ^I,.I•;: U •L.I•:.
.., BLACK ALUMINUM FENCE
POST
3 cm
� ��I II SIMILAR TO AMERISTAR
1-0 FOOTING 1'_0"
MONTAGE PLUS(STYLE: ��
16 SEMI-PRIVATE PVC FENCE rl5 ORNAMENTAL FENCE 14 ORNAMENTAL FENCE GATE MAJESTIC) 13 CHAIN LINK FENCE GATE Q " z
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AS2.1 SCALE:NTS AS2.1 SCALE:NTS AS2.1 SCALE:N.T.S. AS2.1 SCALE:NTS w
PAVEMENT SECTIONS SHOWN ARE PROVIDED AS A REFERENCE ONLY. REFER Q Z)
TO GEOTECHNICAL REPORT FOR ALL PAVEMENT, SUBGRADE PREPARATION � a ti O
0 AND COMPACTION REQUIREMENTS.
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6" PORTLAND CEMENT 2 O Of Y
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Y CONCRETE (NON REINFORCED) In
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4"AGGREGATE BASE o U)
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Q PROPERLY PREPARED FILLS, 1/4" THK X a" WIDE BIKE RACK. o
I. ., STEEL PLATE.WELD INSTALL PLUMB IN h
NATURAL SUB-GRADE SOILS, CENTERED TO 2"PIPE, GONG FOOTINGS.
_0 AND/OR STRUCTURAL SITE PONDERCOAT TYP. TOUGH UP PAINT AS
GRADING FILL
NEGESSARY.
O
N
O
4" SQUARE STEEL PLATE.
GRBd G R
EASE EDGE. WELD TO EA 8" GURBSIDE ZONE 10'-6" MIN
W/FOUR(4)SECURE 4PLATE
4' FURNISHING ZONE 01
-
O BE
REMOVABLE EXP BOLTS. B CENTERED
ITR
PARALLEL l^1/STREET
DRY LAID PLATE TO BE
m BRICK OR PONDERGOATED WITH FURNISHING ZONE
HEAVY DUTY CONCRETE PAVMENT SECTION o GON BIKE RACK RAL 6009.
-� ';t PAVING Q
� NO SCALE
GONG PAVING
E PAVEMENT SECTIONS SHOWN ARE PROVIDED AS A REFERENCE ONLY. REFER
E
TO GEOTECHNICAL REPORT FOR ALL PAVEMENT, SUBGRADE PREPARATION
1/2" EXPANSION JOINT VERY 60',
`n CONTRACTION JOINT EVERY 6' AND COMPACTION REQUIREMENTS. PEDESTRIAN ZONE
w 4" STEEL TROWLED SURFACE MOUNT o 3'-0"
0 EDGES AND JOINTS MEMBRANE CURING
EP
COMPOUND (200 SF/GALLON) PERPENDICULAR
�, COARSE BROOM (STD. WALK AND MEDIAN ONLY GONG. FOOTING BIKE RACK ROWS
ONLY WHERE 7'MIN
BE
Q FINISH 4" CONCRETE WALK (TYP EA WAY) 4" 2'-0" CLEARACHIEVED
-A EN I I I
ACHIEVED ADJACENT
TO BUILDING FACE OR
2 IN WIDER FURNISHING r
3" ASPHALTIC CONCRETE ZONE AND NOT o
P P DIRECT BURY IMPEDE MIN 6'WIDE
_0 t> C e 4" CRUSHED AGGREGATE BASE PEDESTRIAN ZONE In
- - BUILDING FACE
o - - 10 STRUCTURAL SUBBASE BIKE TO BE 2" ROUND 50H 40 STEEL PIPE;
'- -III=�= '- III PROPERLY PREPARED FILLS, NATURAL SUB-GRADE SOILS, AND/OR STRUCTURAL SITE GRADING FILL PONDERGOAT RAL-BEND TO FORM 4 0i.ry DIMENSIONS As sHowN.
ry COMPACTED,
v APPROVED
OIL SUBGRADE BIKE RACK BIKE R�4GK SPT4GfNC
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NOT TO SCALE
NOT TO SG
E 3 NOTES:
N -_ 1. ALL EXCAVATION, COMPACTION AND BACKFILL INCIDENTAL TO J
co L) UNIT PRICE BID FOR 4" SIDEWALK
co
CINI
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N __ CONCRETE SIDEWALK ASPHALT PAVMENT SECTION
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NO SCALE NO SCALE W
L 0 in
Q
Q 2M Q.D.STEEL PIPE OR 2%' O.D.STEEL PIPE OR WIDTH SHOWN ON PLANS W
(10 2'/Z"X 2�/2"X/e"ANGLE 2�/2"X 2�/z"X 1/,"AN OPENING WIDTH CHAIN LINK FENCE GATE HARDWARE TABLE GATE GROUNDING TABLE NOTES
3'TO f8' MIN./""GALVANIZED PRESSED STEEL FENCE DIST.FROM GATE GROUNDING
IS/8"O.D.STEEL PIPE OR 1. 22 Z BRACE SPACING TABLE ��� �I - GATE OR MALLEABLE FERROUS ALLOY. ➢NE LATCH TRANSMISSION LINE kV TYPE TYPE I, CONSTRUCT GATES FROM THE MATERIALS SHOWN ON FENCES STANDARD
Ug "-" 2"X2"XI/q'ANGLE �_I I_ VERTICAL STAYS �� WOOD TERMINAL FORK PER EACH SINGLE GATE WITH BENT MIN
23/g''O-D-5YEEL P]PE ORS oa DISTANCE METAL TERMINAL _I I_ _3" H GATE LATCH 3 .. 0'- 100' 500 1A,2,3 ROD DRAWING UNLESS OTHERWISE SHOWN.
p 2/aX OA%�e'EL ANGLE OR ' X. E X' ANGLE 1 O o¢ FENCE B$RACESN METAL WOOD BRACE SHOWN (SEE TABLET rr BRACE S1itlWN W LA7GH /a DIA. ATTACHMENT BOLT, WASHER & NUT. -I00 500 1A.2,3 FENCE 2. ALTERNATE GATE DESIGNS MAY 6E USED WITH ENGINEER APPROVAL,
E1 2/2" 2/2" /a" TYPE BRACES BRACES c> 10D 230
O 0 18 SO.OR C'- 345 1A,2,3 RDD 3- CONSTRUCT MATCHING METAL OR WpOD TERMINAL BRACES ON BOTH SIDES OF
� 1,. <66 NONE NONE o x ___ FENCE SIDE THE GATE OPENING,MODIFY THE TERMINAL BRACE➢N THE HINGE SIDE ❑F TYPE
A„{1° 18"DIA 100'- t50' 345 lA,2.3 FENCE
1,S.& 9 6b'TD 6fi0' SINGLE SINGLE w HDR[Z.BRACE MIN.'/"GALVANIZED PRESSED STEEL WITH lA GATES.
_ CONCRETE MATCH FENCE ,.,a TWO U-HOLTS. LOCK WASHER & NUTS PER 50'- 100' 230 1A,2,3 FENCE
660'TO 990' DO NOTE 660' DOUBLE z ISEE NOTE NO.$} 4. GROUND GATES THAT ARE NEAR POWER TRANSMISSION L1NE5 OR THAT PASS
WIRE SPACING HEAVY ,� HINGE- USE 2 HINGES PER GATE LEAF UP.TO
.•:, i `- ., _ <33' NONE NONE (�' UNDER TRANSMISSION R T5. HE FEN BY CONNECTING THE HINGE SIDE OF THE
O T.0 GATE8'SN WIDTH AND 3 HINGES PER GATE LEAF GATE DI THE FENCE OR TO THE FENCE AND A GROUNDING ROD. SEE THE GATE
3 33'TO 330' SINGLE SINGLE HINGE I WIDTHS GREATER THAN 8'kTHESE HINGES ARE
78"S0.DR 18"DIA, r lz/g"0,6.5YEEL PIPE DR �� * GROUNDING TABLE AND GATE GROUNDING DETAILS. ENSURE THAT THE GATE IS
�. 330'TO 660' D➢NET EXCEED 330' DOUBLE RECOMMENDED FOR MAINTENANCE & COMMERCIAL GATE VERTICAL STAY TABLE
CONCRETE$LOCK 2"X 2"X'/"ANGLE 12"I2 - GROUNDED WITH A FLEXIBLE COPPER CABLE- TYPE 1 GATES DO NUT NEED TO
w E C"SQ.DR 12" DIA. , 12"SQ OR 1.2"DTA. 4 INTEGRATED INTD CHAIN LINK FONCE - GATE INSTALLATIONSL GATE GATE NO-OF BE GROUNDED.
O C0NCRETE BLOCK CONCRETE BLOCK ��- _ "1 SIDE TYPE WIDTH VERT-STAYS
Q -� - 9 GAUGE BARBLESS 9 GAUGE BARBLESS GATE GROUNDLNG� 5. CONSTRUCT VERTICAL STAYS AND HORIZONTAL BRACES IN ACCORDANCE WITH
O LINE BRACE TERMINAL BRACE CORNER BRACE . I.
WIRE LOOPS W[RE LOOPS (SEE NOTE N➢.41 4 70 6 p
THE GATE VERTICAL STAY TABLE AND THE GATE HORIZONTAL BRACE TABLE
TYPE I 8'TO 12' i 6- WHERE 7W0 TYPE SA.TYPE 2.OR TYPE 3 GATES ARE USED IN A SINGLE
w _0 NARROW SINGLE LEAF GATE 9 ® , OPENING.PROVIDE A DROP ROD TD SECURE THE GATES.
E p, >° MIN./$"GAL VANLZEO PRESSED'STEEL WITH 14'TO 1&' 2
s 7. ON THE GATE LOCATION DETAIL,WHEN D IS 5'OT LESS:INSTALL GATES AT
a; METAL BRACES GATE TYPE 1 RESIDENTAL /e"DIA.x 3" CARRIAGE BOLTS; LOCK WASHER-& 4'TO 6' 0 THE RIGHT-OF-WAY LINE. WHEN O 35 GREATER THAN 5',INSTALL GATES AT
LATCH SIDE HINGE SIDE NUTS PER HINGE, USE 2 HINGES PER GATE LEAF TYPE IA S'TO 12' L
(� E OPENING. W30TH 8'T➢ 38' GATE HINGE a UP TO 6'IN HEIGHT AND 3 HINGES PER GATE THE END Of THE APPROACH CONSTRUCTION OR AS OTHERWISE CH. DIRECTED BY
FOR FENCE TYPES 1.5.& 9 14'TD I6' 2 THE ENGINEER. 1F INSTALLED AT THE END OF THE APPROACH,ANGLE AND
f$EE NOTE ND.5) a LEAF HEIGHTS GREATER THAN &'.
to 3'Tp T p INSTALL RIGHT-DF-WAY FENCE ALONG THE EDGE OF THE APPROACH CUT OR
TYPE 2 FILL SLOPE.
NOTCH �, 8'TD 16' i
J U 8. TYPE ] GATES-
%2.TYP,SPACING GATE WIDTH 2�/" e„ >a GATE 3'TD T 0
U - %TYP.SPACING 2z G - LATCH A. CONSTRUCT GATE ENDS AND VERTICAL STAYS FROM A SECTION OF METAL
(n N _ �/g TYP.SPACING o�w? S Ol S Or �/ TYPE 3 H'TO IS' i FENCE POST OR ROUND WOOD POST 2 �/' TO 3" IN DIAMETER. PLACE
�I 16 GAUGE,L56"O.D.STEEL TOEING WOOD TERMINAL -_--__ 4--_ --- '9 , 16'TO l8' 2 z
METAL TERMINAL o=I-- - 'A ---'A -- MIN.EI GALVANIZED PRESSED STEEL. DROP ROD LARGER WOODEN STAYS AT THE GATE ENDS. .. ■
NOTCH ^X FRAME & HORIZONTAL BARS 8" WOOD BRACE SHOWN j W
NOTCH BRACE SHOWN �4" METAL z INDUSTRIAL GUIDE WASHER
B. ATTACH WIRE LOOPS MADE WITH A DOUBLE WOVEN 9 GAUGE BARBLE85 WIRE
/0 K 3"CARRIAGE BOLT WITH
4 X4 n z HORIT VERTICAL DROP ROD LOCK WASHER & NUT, ORgP ROD EDRK IS TO BE
rn 4"%4" RACE RACE OR A SUITABLE CHALK ADJUST THE LOOPS SO THAT THE GATE 15 TAUT
BRAG BRACE STAY FORK & GUIDE WELDED TO ROD & PAINTED WITH AN APPR➢VED WHEN CLOSED. FASTEN THE LOOPS TO THE ADJACENT LATCH/HINGE POST.
%4" DAP �4"DAP T/,"DAP �e"DPP 4"DAP SEE NOTE �In GATE HORIZONTAL BRACE TABLE
ZINC RICH PAINT.
`*1 ND-Z G. STAPLE THE STAYS AND END POSTS TO THE CONNECTING WIRES.
_L_. GATE GATE NO.OF HORIZ. 9. TYPE Le"
A GATES'
TYPE HEIGHT BRACES
M E I _, - i v 'O TYPE IA 4.33- 4 A. USE A MODIFIED METAL OR WOOD POST ON THE HINGE SIDE.USE A 4"
'�T}} a "1 NOTCH 4'TO 5' 0 DIAMETER,7'-5"METAL TUBE OR A 8"DIAMETER,8'WOOD POST IF THE
nL _ F11 75,NLEAF GATE TYPE 3 METAL POST IS USED,SET THE POST IN AN 18" SQUARE OR ROUND
6'TO E 1 FOUNDATIDN, v
C) U) LINE BRACE TERMINAL BRACE CORNER BRACE ' •a _;• B. ENSURE THAT HINGES DN CATES WIDER THAN 10'HAVE LEVELING THREADS
v ERTICAL STAYS a GATE GROUNDING DN A%q"DIAMETER DR LARGER ROD.
E MIN-FOUR SEE TABLE) o (SEE NOTE N0.47 24'MAXIMUM OPENING WIDTH FLEXIBLE FLEXIBLE C- ENSURE THAT LATCHES ARE LOCKABLE-
_ o CONNECTING CONNECTING
O (6 HORIZ.BRACES pVERSIZ£D HINGE PpS7 3 SEE NOTE NOS. & 61 CABLE CABLE D CLEAR THE GROUND NEAR THE GATE S❑ THAT THE GATE CAN SWING 90"IN
/ WOOD BRACES - (SEE NOTE NOS-3 & 9) �- HIGHWAY R/W LINE , EACH DIRECTICN.
END OF APPROACH 10.TYPE 2 GATES- Q
E LATCH SIDE CATS TYPE ]A H3NGE SIDE eo^oz RGSS�ly LAo�OO, HIGHWAY CONSTRUCTION A. 6A0B ICATE WALL GATE
FRAME OR 1105 DE D GALVANIZED R GALVANIZED PIPE.
TUBING WITH �y
^(Q FOR FENCE TYPES 1,5,& 9 =w. SHOULDER D LL
Fa �" O yleJh GATE i GATE �� B. USE 12.5 GAUGE OR HEAVIER GALVANIZED WIRE MESH.
3'T❑ l6' WOOD TERMINAL M v� " 1� C. COUIP GATE WITH AN ADJUSTABLE DIAGONAL TRUSS POI). THE TRUSS ROD Q 0
DOUBLE TERMINAL BRACE METAL TERMINAL zw �� LL
DOUBLE LINE BRACE BRACE SHOWN BRACE SHOWN 4N TIGHTENER ANO NON-TIGHTEN3NG END OF THE TRU55 ROD MAY BE WELDED
Vf RTICAL STAY (SEE TABLE) " -�^ APPROACH PROFILE TO THE GATE.
M stc eNA TABLE NOTES ---- ---- �_ D. USE GALVANIZED MALLEABLE STEEL HTNGES AND LATCHES.70 Q Q Q
CUT SECTION
CE SPACING TggZF CORNER BRACE SEEBRNCE Sp AG1WG DOUBLE PANEL �� 1. USE METAL BRACES WHEN METAL FENCE POSTS ARE kLSEC DROP LATCH HINGE " MIN. HIGHWAY E PAINT WELDS WITH LTD PAINT FORMULA N0.2. W
(� ty U5E WOOD BRACES WHEN WOOD FENCE POSTS.ARE USE0. .". BASE HINGE SIDE SHOULDER HIGHWAY R/W LINE_ F. CLEAR THE GROUND NEAR THE GATE 50 THAT THE GATE CAN SWING 90°IN O
Q N �SEE NOTE ND.2 "1 4" MW. -I S10E s EACH DIRECT]➢N.
$ 2. USE DOUBLE WDDD CORNER BRACES WHEN THE EXTERIOR f� 10"MIN. MINIMUM 80 END OF APPROACH
N N ---��I� FENCE CORNER ANGLE EXCEEDS 30°- INSTALL DCUBLE LINE •` ° ♦� GROUNDING R4p 1L TYPE 3 GATES A/
LL SINGLE PANEL AND TERMINAL BRACES IN ACCORDANCE WITH THE FENCE APPROACH CONSTRUCTION ! CHAIN LINK FENCE HARpWARF MAY VPRT SpMF WHAT FRpM THAT SHpWN- Ii
DOUBLE LEAF GATES LJ _
GRACE TABLE- PROFILE D ENSURE THAT THE HARDWARE AND MATERIALS USED ARE UNIFORM AND a Li
y--r fn
EXTERIOR ANGLE 3. SEE THE BRACE SPACING TABLE FOR THE MAXIMUM - COMPATIBLE. W
SEE NOTE NO.2 & DISTANCES BETWEEN BRACES- EXAMPLE OF EXAMPLE OF FILL SECTION B- PAINT WELDS WITH ITO PAINT FORMULA NO 2. O
D FENCE CORNER DFTAIL FENCE GROUNDING ROD GROUNDING
W '•- ` TRU55 ROD GATE TYPE 3 C 'OLEIN EACHGD RECpTIDNAR THE GATE $O THAT THE GATE CAN SWING a
g WDCD DOUBLE BRACE PANELS FENCE CQRNER DETAIL GATE GROUNDING FDR FENCE TYPE 4 GATE GROUNDING DETAILS GATE LOCATION DETAIL
U)
(SEE NOTE N0.4)
-6 (SEE NOTE NO.7)
f2.DRAWING NOT TO SCALE.
O E GATE TYPE 2
0__
(9 oalca"u.sroaeo TONAL F oalca"u.sroaeo TONAL F r1l.G1".soaeoTONALFL .U. eAap«prs44.�S �NSE� LATCH $IDE F037 FENCE TYPE 3 H]NGE SIDE neAa �S � T �s �ain w.l stole L� O Faan�- Sd "Ise.Sda1w z- T ( se.Sda1w l rti
4 F 'POT 9 4
U REVISIONS STANDARD DRAWING Fc° ° REVISIONS STANDARD D#;AWING Fc° REVISIONS STANDARD Df;AWING Fc° °
E scALEs t' IDAHO EngZish � seA Es s+DwN IDAHO "4„ English seALEs s+DwN IDAHO �4H English
uj
W N0 DATE BY N0 DATE BY NO DATE BY ARE FOR il"x 17" N0 DATE BY N0 DATE BY NO DATE BY ARE PRINTS
il"x 17" N0 DATE BY N0 DATE BY ND DATE BY ARE FLR il"x 17" /�
U PRINTS ONLY TRANSPDRTATIDN g STANDARD DRAWING N0. F"p'� �,�8 pRIN75 6NLY TRANSPORTATION g STANDARD DRAWINU NE. F"p'�' �C,�B PRINTS 6NLY TRANSPDRTATI®N g STANDARD DRAWING N0. F"p'P �,�8 IL
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Z a3 CARD FILE NAME' DEPARTMENT .A. FENCE BRACES 610-3 r4 �f �`' CARD FILE NAME' DEPARTMENT � rA. GATES 510-2 � r4 �f � CAAD FILE NAME= DEPARTMENA � .A. GATES
610-3_1216.6 n GRIGINAL SIGNED BY:TED MASON �I` GF 610-2_1216.6 n GRIGINAL SIGNED BY:TED MASON �I` OF 610-2_1216.6 n GRIGINAL SIGNED BY:TED MASON 9i` GF
DRAW QNO PATE' GE51GNiTRALF IC SERVICES ENGINEER O,LANC DRAW iNO PATE' B015E IDAHD GE51GNi7RALF IC SERVICES ENGINEER REQUIRES STD-DWGS-610-I&610-3 ;HEFT 2 GT 2 �•LANC'Q BOISE IDAHO REOUIRES STD-OWG-610-1 ,MEET 1 OF 1 O'LAIC' rvOVEMBER�2m6 B015E IDAHD GE51GNiTRALF IC SERVICES ENGINEER REQUIRES STD-DWGS-610-1& 61D-3 SHEET 1 OF 2 NGVEMBER.2m6 Q � NDVEMBER.2G76
S m CON811 CAUTION: NOTICE TO CONTRACTOR
LL
Q
LU o Before
Dr�reYou THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
a
E SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, ui w
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
JI E
ja CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO
-°a I� REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SHEET NUMBER
RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. _ C404
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