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GROUND LUG
<br />LEVELING NUT AND
<br />WASHER
<br />to
<br />N a
<br />°
<br />'=i-1I1=1I—i1-i-
<br />4�
<br />#6 GROUND -j
<br />••II'I s
<br />dpPACK
<br />GROUT UNDER POLE TO
<br />ROVIDE FULL CONTACT WITH
<br />FOOTING.
<br />�- RADIUS EDGE
<br />/- 3-#3 TIES AT TOP
<br />1"0 x 36" HEADED ANCHOR
<br />BOLTS (GRADE F1554) WITH
<br />HARDENED STEEL WASHERS. WHEN
<br />DESIGN WIND SPEED EXCEEDS
<br />110 MPH, GRADE F1554
<br />(Fy=55ksi) BOLTS MUST BE USED.
<br />FINISHED GRADE
<br />#3 TIES AT 10" O.C.
<br />z- CONDUIT
<br />(8)-#5 BARS VERT.
<br />(ARRANGED SYMMETRICALLY
<br />AROUND PERIMETER OF
<br />CONCRETE PIER).
<br />' .III=III=
<br />2'-0„
<br />3/4" 0 x 10' GROUNDROD
<br />CONCRETE POLE BASE DETAIL
<br />N.T.S.
<br />DETECTABLE PLASTIC WAR
<br />TAPE (SPEC 26 05
<br />N
<br />VERIFY THE MINIMUM
<br />INSTALLATION DEPTH W/
<br />LOCAL AUTHORITI S.
<br />SU1
<br />FINISHED GRADE
<br />SELECTED BACKFILL, CLEAN
<br />IGRAVEL UNDER PAVEMENT.
<br />10
<br />PIPE 1/2" LIMESTONE GRAVEL
<br />PIPE INSTALLATION DETAIL
<br />N.T.S.
<br />NOTE: WHERE CROSSING OTHER
<br />UTILITIES MAINTAIN 12" CLEARANCE.
<br />24" MIN. FOR SECONDARY
<br />ELECTR. & TELE. SERVICES
<br />48" MIN. FOR PRIMARY
<br />ELECTRICAL SERVICES
<br />3" MIN. :a.... '.
<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 />7— 3" MIN.
<br />2" MIN. BETWEEN CONDUITS
<br />UNDERGROUND
<br />ELECTRICAL CONDUITS 4
<br />N.T.S. SU1
<br />NOTE: WHENEVER WATER AND SANITARY SEWER PIPES ARE WITHIN TEN (10) FEET
<br />OF EACH OTHER, THE BOTTOM OF THE WATER PIPE SHALL BE INSTALLED A
<br />MINIMUM OF ONE (1) FOOT ABOVE THE TOP OF THE SANITARY SEWER PIPE.
<br />DETECTABLE PLASTIC WARNING
<br />TAPE (SPEC 26 05 53).
<br />FINISHED GRADE
<br />IJJ � �
<br />N
<br />\ \ \ \ \ SELECTED BACKFILL,
<br />o CLEAN GRAVEL UNDER
<br />io PAVEMENT.
<br />N WATER PIPE
<br />1 /2" LIMESTONE GRAVEL
<br />SEWER PIPE
<br />WATER/SEWER
<br />SEPARATION DETAIL 5
<br />N.T.S. SU1
<br />' 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 />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 />ANCHOR BOLT
<br />LOCATION IN RELATION
<br />ANCHOR ROD TO SHAFT ROTATION
<br />HEX NUT
<br />PLAIN WASHER
<br />BASE PLATE HANDHOLE SQUARE
<br />STRAIGHT POLE
<br />GROUT FINISH GRADE
<br />BOLT
<br />GROUT AFTER POLE1 PROJECTION
<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 />�7 a EXCEEDS 110 MPH,
<br />a GRADE F1554 (Fy=55ksi)
<br />BOLTS MUST BE USED.
<br />ANCHOR BOLT DETAIL BASE DIAGRAM
<br />N.T.S. SU 1
<br />VENSTAR KEYNOTE
<br />O1 VIA VENSTAR SURVEYOR / LIGHTING CONTROL PANEL. SEE
<br />SHEET VS1 & VENSTAR SCOPE OF WORK (S.O.W.)
<br />24" M.E.S.
<br />INV. EL= 100. E 1:' F.P. f
<br />ria v \
<br />{ rrNc m
<br />6) i�l
<br />II
<br />rr �
<br />r�yQ
<br />24" M.E.S.
<br />INN. EL= 99.81'
<br />ji
<br />I'Iq {{
<br />Q ( o
<br />z {
<br />o
<br />{ { CONTRACTOR TO STUB -UP 1" CONDUIT (1'-0")
<br />ABOVE TOP OF FINISHED GRADE AND ZIP TIE 4'--0"
<br />{ o OF EXCESS WIRE TO THE CONDUIT. ELECTRICAL
<br />.? CONTRACTOR WILL MAKE THE FINAL ELECTRICAL
<br />CONNECTIONS INSIDE THE SIGN. SIGN DISCONNECT
<br />FURNISHED/INSTALLED BY SIGN CONTRACTOR
<br />{ J INV. LL= 98.47'
<br />I< I PLP-2
<br />c
<br />nG
<br />N
<br />I•L,I I
<br />-r-------
<br />24" M.E.S.
<br />INV. EL= 98.33'
<br />C11 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 OVERHt: AO PHONE SERVICE RISER WEATHER HEAD, ETC.
<br />COORDINATE WITH OWNER & PHONE CO.
<br />DEMOLITION NOTE
<br />O1 CLEAN & CLEAR SITE OF INDICATED UTILITIES.
<br />CONTRACTOR TO STUB -UP 1" CONDUIT (1'-0")
<br />ABOVE TOP OF FINISHED GRADE AND ZIP TIE 4'-0"
<br />OF EXCESS WIRE TO THE CONDUIT. ELECTRICAL
<br />CONTRACTOR WILL MAKE THE FINAL ELECTRICAL
<br />CONNECTIONS INSIDE THE SIGN. SIGN DISCONNECT
<br />FURNISHED/INSTALLED BY SIGN CONTRACTOR
<br />_l
<br />PLP-37
<br />PL1 .I
<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 ENGINEER UNDER THE LAWS OF THE STATE
<br />OF FLORIDA.
<br />NORMA E. GOTH (DATE)
<br />LICENSE RENEWAL DATE IS FEBRUARY 28, 2015
<br />PAGES OR SHEETS COVERED BY THE SEAL: SU1, P1, M1, M2, E1, E2,
<br />E3, VS1, 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 />vN \
<br />s Z\ \ \
<br />G'\ � \ EXIS ING
<br />HYDT. \
<br />\ \ k
<br />F.I.R. 1/2' ��®\ \ \
<br />P \
<br />\ [MP qW \ c w \\
<br />--)3
<br />\ \
<br />\ \ \ \ \ S M. H. -1 y T. 8. M. I
<br />-,13 \ `�S.P.K./DISK
<br />O \ ELEV = 105.05
<br />\\ '�• \ \ G d2 \
<br />\\P)
<br />\ / / PLP-34,36-.....:::::
<br />\ \ \
<br />�® ... NIB- \ \ \
<br />�' (� � ••' �-' � P.O.B.1Mw\ \
<br />PARCEL 1 \ \ \
<br />F.P.K. NAIL/DISK
<br />6668
<br />\
<br />NEW PHONE
<br />SERVL TO BUILDING SHALL
<br />BE UNDERGROUND.
<br />�- -T B M 2
<br />S.C.I.R.
<br />GENERAL CONTRACTOR TO SCHEDULE INSTALLATION
<br />WITH OWNER. CONTACT (417) 874-7288. SEE a
<br />ELEV= 105.81'
<br />P.O.B.
<br />UNDERGROUND
<br />ELECTRIC SERVICE. SEE
<br />4
<br />j
<br />PARCEL 2
<br />ELECT. DIAGRAM
<br />FOR REQUIREMENTS
<br />SU1
<br />►-
<br />S. C. L R. 518
<br />I R 742'
<br />CONTRACTOR TO COORDINATE
<br />1" WATER CONNECTION WITH
<br />WATER COMPANY. REFER
<br />TO CIVIL SHEETS
<br />CONTRACTOR TO COORDINATE 4"
<br />SANITARY SEWER CONNECTION
<br />WITH SEWER COMPANY. REFER
<br />TO CIVIL SHEETS
<br />F.I.R. 1/2"
<br />N 89'16'28" W
<br />228.35'
<br />F.LR. 1/
<br />(BENT), 0.89' N.
<br />AND F.C.M. 4",
<br />-----
<br />\ i "
<br />- _ T- _-----------
<br />---------------------
<br />SITE
<br />UTILITIES PLAN
<br />SCALE: 1" = W-W
<br />SHEET CHANGED
<br />IN ITS ENTIRETY.
<br />NEW UTILITIES
<br />WS
<br />WATER SERVICE
<br />P.O.C. = POINT OF
<br />UGE
<br />UNDERGROUND ELECTRIC
<br />CONNECTION BETWEEN
<br />—UGT—
<br />UNDERGROUND PHONE
<br />SITE PIPING (SPEC
<br />—SAN--
<br />SANITARY SEWER
<br />02700) AND BUILDING
<br />OHE
<br />OVERHEAD ELECTRIC
<br />PIPING (SPEC 21 13 13,
<br />_OHT---
<br />OVERHEAD PHONE
<br />22 00 00). AS
<br />GS
<br />GAS SERVICE
<br />NECESSARY -
<br />(BY GAS CO.)
<br />SPEC 21 13 13
<br />®
<br />SAW CUT
<br />DENOTES LANDSCAPE
<br />IRRIGATION).
<br />BORE
<br />GRAVEL
<br />STOP —CALL BEFORE YOU DIGI
<br />Norman E. Goth. FL Uc / 57809, CA Ua / 27905
<br />*r z
<br />P No.57 *'
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<br />SHEETS BEARING THIS SEAL ARE o
<br />AUTH£NMAiED, RESPONSIBILITY FOR w
<br />ALL OTHER PLANS, SPECIFICATIONS =
<br />OR INSTRUMENTS ARE DISCLAIMED. I
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<br />DRAWN BY: CHECKED BY: W
<br />JTH NEG °
<br />I
<br />DATE:
<br />10/06/14 0
<br />N
<br />REVISION:
<br />11-12-14 T_
<br />PROJECT NUMBER:
<br />0
<br />ZRH U
<br />SHEET NUMBER
<br />SU1
<br />
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