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P
<br />PACK GROUT UNDER POLE TO
<br />MATCH MANUFACTURER'S
<br />** PROVIDE FULL CONTACT WITH
<br />ICHOR BOLT PATTERN
<br />FOOTING.
<br />RADIUS EDGE
<br />GROUND LUG
<br />LEVELING NUT AND
<br />3-#3 TIES AT TOP
<br />WASHER
<br />1"0 x 36" HEADED ANCHOR
<br />BOLTS (GRADE F1554) WITH
<br />HARDENED STEEL WASHERS. WHEN
<br />co
<br />aDESIGN WIND SPEED EXCEEDS
<br />N
<br />a 110 MPH, GRADE F1554
<br />(Fy=55ksi) BOLTS MUST BE USED.
<br />I I LEI I —i I I— FINISHED GRADE
<br />—�—�
<br />#3 TIES AT 10" O.C.
<br />CONDUIT
<br />CO
<br />ae
<br />#6 GROUND -1I
<br />(8)-#5 BARS VERT.
<br />(ARRANGED SYMMETRICALLY
<br />a 7-CONCRETE
<br />a AROUND PERIMETER OF
<br />PIER).
<br />2'-0"
<br />r___-3/4"O x 10' GROUNDROD
<br />CONCRETE POLE BASE DETAIL
<br />N.T.S.
<br />DETECTABLE PLASTIC WARNING
<br />TAPE (SPEC 26 05 53).
<br />FINISHED GRADE
<br />-I N =1 I 1 Fi
<br />/j�/j�/
<br />VERIFY THE MI N I M U M
<br />INSTALLATION DEPTH W/
<br />LOCAL AUTHORITIE`IS. SELECTED BACKFILL, CLEAN
<br />GRAVEL UNDER PAVEMENT.
<br />i0 O
<br />PIPE 1/2" LIMESTONE GRAVEL
<br />PIPE INSTALLATION DETAIL ry-�
<br />N.T.S.
<br />NOTE: WHERE CROSSING OTHER
<br />UTILITIES MAINTAIN 12" CLEARANCE.
<br />=1 I=1I1=III t > y
<br />24" MIN. FOR SECONDARY
<br />ELECTR. & TELE. SERVICES
<br />48" MIN. FOR PRIMARY
<br />ELECTRICAL SERVICES
<br />3" MIN.
<br />DETECTABLE PLASTIC WARNING
<br />TAPE (SPEC 26 05 53).
<br />SELECTED BACKFILL - CLEAN
<br />GRAVEL UNDER PAVEMENT.
<br />CLEAN ROCK, SAND OR SOIL
<br />COMPACTED 95% STANDARD
<br />PROCTOR DENSITY.
<br />ELECTRICAL CONDUIT(S). SEE
<br />PLAN(S) FOR QTY. REQ'D.
<br />2" MIN. BETWEEN CONDUITS
<br />+ + 3" MIN.
<br />2" MIN. BETWEEN CONDUITS
<br />UNDERGROUND
<br />ELECTRICAL CONDUITS
<br />N.T.S.
<br />NOTE: WHENEVER
<br />WATER AND SANITARY
<br />SEWER PIPES
<br />ARE WITHIN TEN (10) FEE]
<br />OF EACH OTHER,
<br />THE BOTTOM OF THE
<br />WATER PIPE
<br />SHALL BE INSTALLED A
<br />MINIMUM OF ONE
<br />(1) FOOT ABOVE THE
<br />TOP OF THE
<br />SANITARY SEWER PIPE.
<br />DETECTABLE PLASTIC WARNING
<br />TAPE (SPEC 26 05 53).
<br />W
<br />z3��
<br />U
<br />- F-
<br />w
<br />0
<br />FINISHED GRADE
<br />SELECTED BACKFILL,
<br />CLEAN GRAVEL UNDER
<br />i0
<br />PAVEMENT.
<br />a Z
<br />04
<br />WATER PIPE
<br />1 /2" LIMESTONE GRAVEL
<br />SEWER PIPE
<br />WATER/SEWER
<br />SEPARATION DETAIL
<br />5
<br />N.T.S.
<br />SU 1
<br />ANCHOR ROD
<br />HEX NUT-\
<br />PLAIN WASHER
<br />BASE PLATE
<br />GROUT FINISH GRADE-,
<br />ANCHOR BOLT
<br />LOCATION IN RELATION
<br />TO SHAFT ROTATION
<br />'r, r% ' '^HT FIXTURE AS SPECIFIED,
<br />L.E.D. LIGHT MOUNTING DETAIL
<br />N.T.S.
<br />GENERAL NOTE:
<br />PRIOR TO INSTALLATION, GENERAL CONTRACTOR SHALL CONFIRM THAT LIGHT POLES,
<br />LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATION SHOWN. IF ANY
<br />POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTOR SHALL CONTACT THE
<br />O'REILLY PROJECT ADMINISTRATOR BEFORE PROCEEDING.
<br />EXISTING CONDITIONS NOTES
<br />1. THE CONTRACTOR IS OBLIGATED TO INSPECT FOR EXISTING CONDITIONS/INSTALLATIONS AND
<br />AVAILABLE INFORMATION PRIOR TO SUBMITTING A BID, REFER TO SPECIFICATIONS ALSO.
<br />2. EXISTING INSTALLATIONS (SUCH AS WATER MAINS/LINES, GAS MAINS/LINES, SEWER
<br />MAINS/LINES, TELEPHONE LINES, POWER LINES, AND UTILITY STRUCTURES IN THE VICINITY
<br />OF THE WORK TO BE DONE) ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT
<br />THAT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER
<br />IN PREPARING THE DRAWINGS. THERE IS NO GUARANTEE AS TO THE
<br />ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL RESPONSIBILITY FOR THE
<br />ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED.
<br />3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL EXISTING
<br />INSTALLATIONS.
<br />4. ANY DELAY, ADDITIONAL WORK, FEES OR EXTRA COST TO THE CONTRACTOR CAUSED BY OR
<br />RESULTING FROM DAMAGE TO OR MODIFICATION OF EXISTING INSTALLATIONS BY THE
<br />CONTRACTOR OR AFFECTED UTILITY COMPANY SHALL NOT CONSTITUTE A CLAIM FOR EXTRA
<br />WORK, ADDITIONAL PAYMENT OR DAMAGES.
<br />5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION PRIOR TO SUBMITTING
<br />HIS BID. NO EXTRAS WILL BE PAID DUE TO UNANTICIPATED EXISTING
<br />CONDITIONS/INSTALLATIONS.
<br />CONTRACTOR CAUTION!!!
<br />VERIFY SEWER LINE ELEVATION
<br />BEFORE STARTING ANY BUILDING PAD GRADING AND PLUMBING WORK, THE
<br />'
<br />CONTRACTOR SHALL FIELD VERIFY LOCATION, MATERIAL, CONDITION, ACCESSIBILITY
<br />■
<br />(INCLUDING STATE HIGHWAY OR OTHER RIGHTS -OF -WAY) AND WORKABLE FLOW LINE
<br />ELEVATION OF THE EXISTING SANITARY SEWER SERVICE LINE OR MAIN.
<br />IF A WORKABLE FLOW LINE HAS NOT BEEN ESTABLISHED AT THE TIME OF FINAL
<br />SANITARY SEWER SERVICE CONNECTION, THEN THE CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH THE INSTALLATION OF A NEW
<br />GRINDER PUMP SYSTEM EQUAL TO "ENVIRONMENT ONE" #DH152
<br />PHONE: 518-346-6161 TO MEET OWNER AND LOCAL REQUIREMENTS.
<br />SQUARE
<br />STRAIGHT POLE
<br />BOLT
<br />GROUT AFTER POLE K1111PROJECTION
<br />IS SET AND PLUMBED
<br />1"0 x 36" HEADED
<br />PLAIN WASHER ANCHOR BOLTS (GRADE
<br />HEX NUT = F1554) WITH HARDENED
<br />STEEL WASHERS. WHEN
<br />FOUNDATION LEVEL::�_� DESIGN WIND SPEED
<br />4 a EXCEEDS 110 MPH,
<br />a GRADE F1554 (Fy=55ksi)
<br />^ BOLTS MUST BE USED.
<br />ANCHOR BOLT DETAIL BASE DIAGRAM 6
<br />N.T.S. SU 1
<br />VENSTAR KEYNOTE
<br />01 VIA VENSTAR SURVEYOR / LIGHTING CONTROL PANEL. SEE
<br />SHEET VS1 & VENSTAR SCOPE OF WORK (S.O.W.)
<br />0 TELEPHONE SERVICE REQUIREMENTS
<br />SPECIAL NOTE: NEW PHONE SERVICE TO BUILDING SHALL BE AN UNDERGROUND SERVICE
<br />CONTRACTORS TO SCHEDULE INSTALLATION OF U/G TELEPHONE SERVICE CONDUIT WITH OWNER.
<br />CONTACT (417) 874-7288.
<br />2" PVC SCHEDULE 40 CONDUIT WITH RIGID GALVANIZED STEEL LONG SWEEP BENDS 0 18-24"
<br />DEPTH FOR PHONE SERVICE. PROVIDE MINIMUM 1/4" POLYPROPYLENE PULL LINE. PLACE
<br />CONDUIT A MINIMUM OF 12" FROM U/G ELECTRIC CONDUIT IN SAME TRENCH.
<br />CAP END OF CONDUIT AT PROPERTY LINE BELOW FINISHED GRADE AND INSTALL CABLE MARKER
<br />FOR PHONE COMPANY, IF NECESSARY. OTHERWISE, CONTINUE PHONE SERVICE CONDUIT TO A
<br />POLE AND INSTALL RIGID GALVANIZED STEEL CONDUIT A MINIMUM 10' (ft.) ABOVE FINISHED
<br />GRADE ATTACHED TO POLE.
<br />CONTRACTOR SHALL COORDINATE INSTALLATION AND VERIFY REQUIREMENTS WITH PHONE
<br />COMPANY, PLUS INCLUDE ALL FEES (IF ANY) BY PHONE COMPANY FOR INSTALLATION OF NO
<br />LESS THAN 10 PAIR CABLE, IN MENTIONED CONDUIT, TO CONTRACTOR INSTALLED 4' X 6' X"
<br />FIRE RETARDING BACKBOARD (IF PLYWOOD, PAINT BOARD W/FIRE RETARDING PAINT) WITHIN
<br />BUILDING. CONTRACTOR TO PROVIDE #6 AWG CU. GROUND TO TELEPHONE EQUIPMENT LOCATION
<br />FROM ELECTRICAL GROUNDING ELECTRODE SYSTEM. FINAL CONNECTIONS AND INSIDE PHONE
<br />WIRING BY OWNER.
<br />ONLY IF UNDERGROUND PHONE SERVICE IS NOT AVAILABLE -THEN MAY CONTRACTOR INSTALL
<br />APPROPRIATE OVERHEAD PHONE SERVICE RISER. WEATHER HEAD, ETC.
<br />COORDINATE WITH OWNER & PHONE CO.
<br />DEMOLITION NOTE
<br />01 CLEAN & CLEAR SITE OF INDICATED UTILITIES.
<br />STATE OF FLORIDA LIMITATION
<br />I HEREBY CERTIFY THAT THESE ENGINEERING DOCUMENTS WERE PREPARED
<br />BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A
<br />DULY LICENSED PROFESSIONAL EUQNEER UNDER THE LAWS OF THE STATE
<br />OF FLORIDA.
<br />NORMAN E. OTH (DATE
<br />LICENSE RENEWAL DATE IS FEBRUARY 28, 2015
<br />PAGES OR SHEETS COVERED BY THE SEAL: Sul, P1, M 1, M2, E1, E2,
<br />E3, VS 1, VS2 AND VS3.
<br />THE ABOVE -STATED DRAWINGS ARE VALID AND AUTHENTIC ONLY IF EACH
<br />COPIED SHEET BEARS THE SEAL, SIGNATURE, AND DATE AFFIXED TO THE
<br />ORIGINAL DRAWING BY THE ENGINEER.
<br />THE AUTHORSHIP AND COPYRIGHT OF THE ABOVE STATED DRAWINGS AND
<br />SPECIFICATIONS REMAIN WITH SMITH-GOTH ENGINEERS INC. NO CHANGES
<br />BY OTHERS ARE AUTHORIZED. THEY ARE AN INSTRUMENT OF SERVICE
<br />AND ARE INTENDED FOR USE ON THE INDICATED PROJECT ONLY. THEY
<br />SHALL NOT BE REPRODUCED OR USED FOR ANY OTHER WORK WITHOUT
<br />THE WRITTEN PERMISSION OF THE ENGINEER.
<br />;-A
<br />EXISTING `\
<br />\ \ HYDRANT. \
<br />\\ F.I.R. 1/2' n�©° \
<br />Mp
<br />of
<br />0-10 �w o
<br />P o G Cry \
<br />0-
<br />0_
<br />PLP-37 \ \ �, `�'� y - `\
<br />W i P L 1 \ \ S.M. H. -1 Z T. B. M. 1
<br />S.P.K./DISK
<br />0 \ ELEV= 105.05
<br />� F.P.P. 3/4 " � / � � \ \ � oy � \
<br />o u
<br />' /� � i nP \� \
<br />OJT _
<br />P. O. B. w ° \
<br />PARCEL 1 \ \
<br />G\ F.
<br />6668 AIL/DISK \ \
<br />NEW PHONE SERVICE TO BUILDING SHALL BE UNDERGROUND.
<br />❑� P �� �' ' T.B.M. 2 GENERAL CONTRACTOR TO SCHEDULE INSTALLATION
<br />-WON,..- K�—S.C.I.R. WITH OWNER. CONTACT (417) 874-7288. SEE a
<br />0 ELEV= 105.81 '
<br />O 41 / ' I �° P. 0. B.
<br />Q J / I ��� 1 PARCEL 2 END TRGDAGRAMROUND EFORT RIEQUEREMENTSEE SU1
<br />LB
<br />old CONTRACTOR TO COORDINATE
<br />0 1" WATER CONNECTION WITH
<br />J I ° Z) WATER COMPANY. REFER
<br />Q i I TO CIVIL SHEETS
<br />cr) (-D I I �3
<br />f I ° SU1 ` CONTRACTOR TO COORDINATE 4"
<br />I o 0 0 0 o o SANITARY SEWER CONNECTION
<br />I I Q� N' \ WITH SEWER COMPANY. REFER
<br />V) TO TO CIVIL SHEETS
<br />Z . C.0.1
<br />J I i WP P.O.C.
<br />o I
<br />o I I
<br />m I I
<br />CONTRACTOR TO STUB -UP 1 CONDUIT (1'-0") ABOVE I ELECTRIC METER CDs._.
<br />o TOP OF FINISHED GRADE AND ZIP TIE 4'-0" OF EXCESS I 1
<br />? ? WIRE TO THE CONDUIT. ELECTRICAL CONTRACTOR WILL
<br />MAKE THE FINAL ELECTRICAL CONNECTIONS INSIDE THE # . 34
<br />SIGN. SIGN DISCONNECT FURNISHED/INSTALLED BY SIGN
<br />CONTRACTOR 5' 1 2 6
<br />SU1 Sul SU1
<br />\ PL1
<br />TYPICAL �' NEW UTILITIES
<br />`\ 7,453 SF ONE STORY BLDG
<br />I MIN FFE = 105.67 NAVD 88 1
<br />� I 1
<br />WS WATER SERVICE P.O.C. = POINT OF
<br />PLP-29,31 PLP-35
<br />UGE UNDERGROUND ELECTRIC CONNECTION BETWEEN
<br />— — — — — — l
<br />l � UGT UNDERGROUND PHONE SITE PIPING (SPEC
<br />O ` SAN SANITARY SEWER 02700) AND BUILDING
<br />OHE OVERHEAD ELECTRIC
<br />�� PIPING (SPEC 21 13 13,
<br />\ OHT OVERHEAD PHONE 22 00 00. AS
<br />GS GAS SERVICE NECESSARY -
<br />o (BY GAS CO.) SPEC 21 13 13
<br />\ ® SAW CUT DENOTES LANDSCAPE
<br />BORE IRRIGATION).
<br />��---I-------- I � GRAVEL
<br />--- -- a
<br />- - - - - - - STOP -CALL BEFORE YOU DIG!
<br />F.1. R. 112 " 4c' F.I. R. 1
<br />(BENT), 0.89' N.
<br />AND F.C.M. 4", ��� \ ----------------------
<br />0.50' S.
<br />N
<br />SITE UTILITIES PLAN
<br />SCALE: 1" = 20'-0"
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<br />ALL OTHER PLANS, SPECIFICATIONS =
<br />OR INSTRUMENTS ARE DISCLAIMED.
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<br />DRAWN BY: CHECKED BY: W
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<br />DATE:
<br />10/06/14 0r
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<br />REVISION:
<br />C9
<br />PROJECT NUMBER:
<br />0
<br />ZRH 0
<br />SHEET NUMBER O
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