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000'5 PARKING
<br />SUV NO SCALE
<br />T
<br />GROUND LUG.
<br />LEVELING NUT O
<br />AND WASHER.
<br />10
<br />I
<br />N #6 BARE
<br />COPPER
<br />GROUND.
<br />T
<br />Ll I
<br />CADWELD TOi
<br />GROUND ROD
<br />z�
<br />ip
<br />DETECTABLE PLASTIC WARNING
<br />TAPE. (SPEC 26 05 53).
<br />IN
<br />r /� j/�
<br />VERIFY
<br />THE
<br />INSTIALLATION
<br />DEPTH
<br />WITH THE
<br />LOCAL
<br />AUTHORITIES.
<br />6"
<br />11
<br />6"
<br />#3 REBAR TIES AT 16" 0. C.
<br />#6 REBAR (TYP. OF 8).
<br />ELECTRICAL CONDUIT.
<br />ANCHOR BOLTS FURNISHED BY
<br />POLE MANUFACTURER.
<br />** MATCH MANUFACTURER'S
<br />ANCHOR BOLT PATTERN
<br />PACK GROUT UNDER POLE TO
<br />PROVIDE FULL CONTACT WITH
<br />FOOTING.
<br />RADIUS EDGE.
<br />3 - #3 TIES AT TOP.
<br />CUTOFF TYPE LUMINAIRE(S).
<br />:R TO SITE UTILITIES PLAN
<br />LOCATIONS AND
<br />NTATIONS. REFER TO
<br />TING FIXTURE SCHEDULE FOR
<br />;IFICATIONS.
<br />POLE.
<br />;RETE BASE.
<br />GRADE
<br />LOT LIGHTING
<br />CONCRETE
<br />'4 POLE BASE DETAIL
<br />SU1% NO SCALE
<br />FINISHED GRADE
<br />SELECTED BACKFILL
<br />CLEAN GRAVEL UNDER
<br />PAVEMENT.
<br />.1/2- LIMESTONE GRAVEL.
<br />PIPE
<br />PIPE
<br />INSTALLATION DETAIL
<br />SU1 NO SCALE
<br />TRENCH WIDTH
<br />AS REQUIRED.
<br />DETECTABLE PLASTIC
<br />WARNING TAPE.
<br />(SPEC 26 05 53).
<br />.
<br />24" MINIMUM FOR
<br />(0-60OV) ELECTRIC
<br />SERVICE AND
<br />TELEPHONE SERVICE.
<br />48" MINIMUM FOR
<br />GREATER THAN 600V.
<br />NOTES:
<br />1. WHERE CROSSING
<br />OTHER UTILITIES, MAINTAIN
<br />12" CLEARANCE.
<br />2. TRENCH DEPTHS SHALL
<br />COMPLY WITH LOCAL
<br />ELECTRIC AND TELEPHONE
<br />UTILITY COMPANY
<br />CONSTRUCTION STANDARDS.
<br />SELECTED BACKFILL -
<br />CLEAN GRAVEL UNDER
<br />PAVEMENT/CONCRETE.
<br />M.
<br />CLEAN SAND OR SOIL,
<br />COMPACTED 95%
<br />PROCTOR DENSITY.
<br />ELECTRICAL CONDUIT(S).
<br />REFER TO ELECTRICAL
<br />2v+ PLAN FOR QTY.
<br />2" MINIMUM
<br />BETWEEN
<br />CONDUITS.
<br />27
<br />UNDERGROUND
<br />ELECTRICAL CONDUITS
<br />SU1 NO SCALE
<br />ANCHOR BOLTZL
<br />SQUARE
<br />LOCATION INSTRAIGHT
<br />ANCHOR ROD RELATION TOPOLE
<br />HEX NUT SHAFT
<br />\ - ROTATION
<br />PLAIN WASHER \\ ANDHOLE
<br />BASE PLATE \
<br />GROUT FINISH
<br />GRADEGROUT AFTER BOLT
<br />PROJECTION
<br />POLE IS SET
<br />AND PLUMBED
<br />PLAIN WASHER -
<br />HEX NUT - 1"0 x 36" HEADED ANCHOR BOLTS
<br />/(GRADE F1554) WITH HARDENED STEEL
<br />FOUNDATION - WASHERS. WHEN DESIGN WIND SPEED
<br />LEVEL EXCEEDS 110 MPH, GRADE F1554
<br />(Fy=55ksi) BOLTS MUST BE USED
<br />ANCHOR BOLT DETAIL
<br />BASE DIAGRAM
<br />SU1l NO SCALE
<br />EXIII//TNG 12"
<br />WA
<br />NEW UNDERGROUNQ'/ELECTRIC
<br />2 SERVICE. REFER T ELECTRIC
<br />SERVICE DIAGRAM FOR RE IREMENT .
<br />E3 PRIOR TO INSTALLATION, NTRACTO
<br />SHALL COORDINATE ITH UTILI
<br />COMPANY, TO CONFIRM OUTE A D
<br />4EXISTING POLE MOUNTED TRANSF
<br />O EXISTING
<br />ELECTRICAL VAULT
<br />O
<br />IREMEN .
<br />FIRE /I
<br />ANT.
<br />EXISTING 6"
<br />0
<br />I_
<br />1 64X36 HEADED ANCHOR BOLTS
<br />(GRADE F1554) WITH HARDENED
<br />ELECTRIC:
<br />EXCEL ENERGY, HANS WENTHE
<br />STEEL WASHERS. WHEN DESIGN
<br />(651) 462-6205
<br />TELEPHONE:
<br />WIND SPEED EXCEEDS 100MPH,
<br />UGE
<br />(651) 730-1365
<br />GRADE F1554 (Fy=55ksi) BOLTS
<br />EXCEL ENERGY, KATHY RONNING
<br />T
<br />MUST BE USED.
<br />WATER:
<br />CITY OF HUGO PUBLIC WORKS, STEVE DUFF
<br />OHT
<br />(651) 762-6316
<br />SEWER:
<br />FINISH GRADE.;zz
<br />GS
<br />(651) 762-6316
<br />(8)-#6 BARS VERT. (ARRANGED
<br />SYMMETRICALLY AROUND PERIMETER
<br />Q�
<br />®
<br />OF CONCRETE PIER).
<br />1%;
<br />ix
<br />TACK WELD ANCHOR NUT &
<br />E
<br />W
<br />1/4 x3 x3 PLATE WASHER TO
<br />M 0-
<br />A�
<br />BOLT.
<br />ELECTRICAL
<br />W
<br />CONDUIT.
<br />3/4" x 10'
<br />R
<br />GROUND ROD.
<br />V
<br />18" DIAMETER #3 REBAR TIES
<br />v _STRM
<br />'
<br />SPACED AT 16 O.C.
<br />CONCRETE
<br />'4 POLE BASE DETAIL
<br />SU1% NO SCALE
<br />FINISHED GRADE
<br />SELECTED BACKFILL
<br />CLEAN GRAVEL UNDER
<br />PAVEMENT.
<br />.1/2- LIMESTONE GRAVEL.
<br />PIPE
<br />PIPE
<br />INSTALLATION DETAIL
<br />SU1 NO SCALE
<br />TRENCH WIDTH
<br />AS REQUIRED.
<br />DETECTABLE PLASTIC
<br />WARNING TAPE.
<br />(SPEC 26 05 53).
<br />.
<br />24" MINIMUM FOR
<br />(0-60OV) ELECTRIC
<br />SERVICE AND
<br />TELEPHONE SERVICE.
<br />48" MINIMUM FOR
<br />GREATER THAN 600V.
<br />NOTES:
<br />1. WHERE CROSSING
<br />OTHER UTILITIES, MAINTAIN
<br />12" CLEARANCE.
<br />2. TRENCH DEPTHS SHALL
<br />COMPLY WITH LOCAL
<br />ELECTRIC AND TELEPHONE
<br />UTILITY COMPANY
<br />CONSTRUCTION STANDARDS.
<br />SELECTED BACKFILL -
<br />CLEAN GRAVEL UNDER
<br />PAVEMENT/CONCRETE.
<br />M.
<br />CLEAN SAND OR SOIL,
<br />COMPACTED 95%
<br />PROCTOR DENSITY.
<br />ELECTRICAL CONDUIT(S).
<br />REFER TO ELECTRICAL
<br />2v+ PLAN FOR QTY.
<br />2" MINIMUM
<br />BETWEEN
<br />CONDUITS.
<br />27
<br />UNDERGROUND
<br />ELECTRICAL CONDUITS
<br />SU1 NO SCALE
<br />ANCHOR BOLTZL
<br />SQUARE
<br />LOCATION INSTRAIGHT
<br />ANCHOR ROD RELATION TOPOLE
<br />HEX NUT SHAFT
<br />\ - ROTATION
<br />PLAIN WASHER \\ ANDHOLE
<br />BASE PLATE \
<br />GROUT FINISH
<br />GRADEGROUT AFTER BOLT
<br />PROJECTION
<br />POLE IS SET
<br />AND PLUMBED
<br />PLAIN WASHER -
<br />HEX NUT - 1"0 x 36" HEADED ANCHOR BOLTS
<br />/(GRADE F1554) WITH HARDENED STEEL
<br />FOUNDATION - WASHERS. WHEN DESIGN WIND SPEED
<br />LEVEL EXCEEDS 110 MPH, GRADE F1554
<br />(Fy=55ksi) BOLTS MUST BE USED
<br />ANCHOR BOLT DETAIL
<br />BASE DIAGRAM
<br />SU1l NO SCALE
<br />EXIII//TNG 12"
<br />WA
<br />NEW UNDERGROUNQ'/ELECTRIC
<br />2 SERVICE. REFER T ELECTRIC
<br />SERVICE DIAGRAM FOR RE IREMENT .
<br />E3 PRIOR TO INSTALLATION, NTRACTO
<br />SHALL COORDINATE ITH UTILI
<br />COMPANY, TO CONFIRM OUTE A D
<br />4EXISTING POLE MOUNTED TRANSF
<br />O EXISTING
<br />ELECTRICAL VAULT
<br />O
<br />IREMEN .
<br />FIRE /I
<br />ANT.
<br />EXISTING 6"
<br />0
<br />I_
<br />NEW UTILITIES
<br />(SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS)
<br />UTILITY COMPANY CONTACTS
<br />ELECTRIC:
<br />EXCEL ENERGY, HANS WENTHE
<br />FIRE SERVICE
<br />(651) 462-6205
<br />TELEPHONE:
<br />CENTURY LINK, PATRICK SLAVIK
<br />UGE
<br />(651) 730-1365
<br />GAS:
<br />EXCEL ENERGY, KATHY RONNING
<br />T
<br />(651) 462-6201
<br />WATER:
<br />CITY OF HUGO PUBLIC WORKS, STEVE DUFF
<br />OHT
<br />(651) 762-6316
<br />SEWER:
<br />CITY OF HUGO PUBLIC WORKS, STEVE DUFF
<br />GS
<br />(651) 762-6316
<br />NEW UTILITIES
<br />(SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS)
<br />WS
<br />WATER SERVICE
<br />FIRE SERVICE
<br />F
<br />SAN
<br />SANITARY SEWER
<br />UGE
<br />U/G ELECTRIC
<br />UGT
<br />U/G PHONE
<br />T
<br />U/G PHONE
<br />(BY PHONE CO.)
<br />OHE
<br />OVERHEAD ELECTRIC
<br />OHT
<br />OVERHEAD PHONE
<br />H :2 _
<br />CONNECTING TO EXISTING
<br />GS
<br />GAS SERVICE
<br />(BY GAS CO.)
<br />®
<br />SAW CUT
<br />®
<br />BORE
<br />P.O.C. = POINT OF CONNECTION BETWEEN SITE
<br />PIPING (SPEC 33 00 00) AND BUILDING PIPING
<br />(SPEC 22 00 00, 21 13 13). AS NECESSARY -
<br />SPEC 22 00 00 DENOTES LANDSCAPE IRRIGATION.
<br />-�I I2
<br />CONNECT NEW SEWER SERVICE TO EXISTING 8"
<br />XISTING SEWER MANHOLE. FIELD SANITARY SI
<br />TO TRENCHING. INVERT: 92 . ❑�
<br />HIGHEST (ASSUMED
<br />T - --- f
<br />ND E+
<br />N SU PLIE 1E �4 "Si — — _ _ = II 4,. I IlI
<br />5' II
<br />NEW SANITARY II
<br />SEWER SERVICE. 3
<br />SU I Il II I
<br />5 �~5 EXISTING' STORM I II
<br />P.' 4"` II I SEWER. /
<br />P1
<br />ELEVATION: II '
<br />0 Reilly Auto Parts (ASSUMED). II l I I
<br />SQ. FT. = 7,067
<br />FLOOR ELEVATION: 933.5'
<br />oj6
<br />UGE '
<br />3
<br />SU1 DOMESTIC WATER ��EXISTING 6" WATER
<br />SERVICE. LATERAL.
<br />W-
<br />14 7TH STREET N.
<br />W
<br />"S1"
<br />1
<br />/ 11
<br />-- 1 ---L-- 11 -J
<br />EXISTING 12" DIP
<br />WATER.
<br />/EXISTING 8" PVC
<br />SANITARY SEWER.
<br />0 SAN
<br />/ EXISTING 15" RCP
<br />/ STORM SEWER.
<br />STRM
<br />SITE UTILITIES PLAN
<br />SU1% SCALE, 1"-20'
<br />I
<br />I
<br />I
<br />I
<br />/ I
<br />I
<br />1, I
<br />G
<br />W
<br />SAN
<br />GRAVEL CROSSING NOTE,
<br />WHERE NEW UTILITY SERVICES ARE ROUTED UNDER
<br />EXISTING GRAVEL AREAS, ALL EXISTING GRAVEL SHALL BE
<br />REMOVED IN THE FOLLOWING STEPS:
<br />1) REMOVAL & TRENCHING
<br />2) INSTALLATION OF UTILITY
<br />3) BACKFILL & COMPACTION
<br />4) INSTALLATION OF NEW GRAVEL THAT MATCHES THE
<br />EXISTING SURROUNDINGS IN BOTH MATERIAL AND
<br />ELEVATION.
<br />CONTRACTOR SHALL COORDINATE, OBTAIN & PAY FOR
<br />ALL REQUIRED PERMITS & LICENSES TO PERFORM THIS
<br />WORK & SHALL BE RESPONSIBLE FOR ALL TRAFFIC
<br />CONTROL.
<br />NOTES
<br />O1 PULL THRU VENSTAR SURVEYOR/LIGHTING CONTROL
<br />PANEL. SEE SHEET VS1 AND VENSTAR SCOPE OF
<br />WORK.
<br />O2 NEW UNDERGROUND PHONE SERVICE CONDUIT. ALL
<br />BENDS SHALL BE LONG SWEEP TYPE. CONTRACTOR
<br />SHALL CONTACT LISTED PHONE COMPANY CONTACT
<br />PERSON. MEET THEM ON SITE, AND DETERMINE EXACT
<br />ROUTE FOR CONDUIT. REFER TO TELEPHONE SERVICE
<br />REQUIREMENTS. INCLUDE ALL CONDUIT ANO TRENCHING
<br />IN BID.
<br />BRANCH CIRCUIT & FEEDER SCHEDULE
<br />(D 2 - #8 AND 1 - #8 GROUND IN 0.75" CONDUIT.
<br />O 3 - #10 AND 1 - #10 GROUND IN 1" CONDUIT.
<br />GENERAL NOTESi
<br />1. BRANCH CIRCUIT CONDUCTOR SIZES ARE
<br />INCREASED, TO ALLOW FOR VOLTAGE DROP.
<br />2. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY
<br />COMPANIES, USING UTILITY COMPANY CONTACT
<br />INFORMATION GIVEN. COORDINATE FOR ALL
<br />UTILTY WORK SHOWN. GIVE UTILITY COMPANIES
<br />NOTICE OF CONSTRUCTION START DATE AND
<br />ESTIMATED COMPLETION DATE.
<br />3. GENERAL CONTRACTOR SHALL CONFIRM THAT LIGHT
<br />POLES, LANDSCAPING AND UTILITIES DO NOT
<br />CONFLICT WITH SIGN LOCATION SHOWN. IF ANY
<br />POTENTIAL CONFLICT IS DISCOVERED, GENERAL
<br />CONTRACTOR SHALL CONTACT THE O'REILLY
<br />EXISTING PROJECT ADMINISTRATOR BEFORE PROCEEDING.
<br />ELECTRICAL VAULT
<br />ONE CAQ
<br />SO
<br />Oma? n
<br />S2
<br />�j
<br />20 0 20 40 60
<br />O
<br />\cq<< BEFORE y
<br />NORTH GRAPHIC SCALE - FEET
<br />TELEPHONE SERVICE REQUIREMENTS
<br />SPECIAL NOTE: NEW SERVICE TO BUILDING SHALL BE AN
<br />UNDERGROUND SERVICE, CONTRACTOR SHALL SCHEDULE INSTALLATION
<br />OF U/G TELEPHONE SERVICE CONDUIT WITH OWNER. CONTACT
<br />(417)874-7288.
<br />SCHEDULE 40 PVC CONDUIT WITH RIGID GALVANIZED STEEL LONG
<br />SWEEP BENDS ® 18"-24" DEPTH FOR PHONE SERVICE. PROVIDE
<br />MINIMUM l/4" POLYPROPYLENE PULL LINE. PLACE CONDUIT A
<br />MINIMUM OF 12" FROM U/G ELECTRICAL CONDUITS IN SAME TRENCH.
<br />CAP CONDUIT AT PROPERTY LINE BELOW FINISHED GRADE AND INSTALL
<br />CABLE MARKER FOR PHONE COMPANY, IF NECESSARY. OTHERWISE,
<br />-CONTINUE PHONE SERVICE CONDUIT TO A POLE AND INSTALL RIGID
<br />GALVANIZED STEEL CONDUIT TO A MINIMUM 10' ABOVE FINISH GRADE,
<br />ATTACHED TO POLE.
<br />CONTRACTOR SHALL COORDINATE INSTALLATION AND VERIFY
<br />REQUIREMENTS WITH PHONE COMPANY, PLUS INCLUDE ALL FEES (IF
<br />ANY) BY PHONE COMPANY FOR INSTALLATION OF NO LESS THAN 10
<br />PAIR CABLE, IN MENTIONED CONDUIT, TO CONTRACTOR INSTALLED
<br />4'x8'x3/4" BACKBOARD WITHIN BUILDING. CONTRACTOR SHALL PROVIDE
<br />#6 AWG CU. GROUND TO TELEPHONE EQUIPMENT LOCATION, FROM
<br />ELECTRICAL GROUNDING ELECTRODE SYSTEM. FINAL CONNECTIONS AND
<br />INSIDE PHONE WIRING BY OWNER.
<br />ONLY IF UNDERGROUND PHONE SERVICE IS NOT AVAILABLE. THEN MAY
<br />CONTRACTOR INSTALL APPROPRIATE OVERHEAD PHONE SERVICE RISER.
<br />WEATHERHEAD ETC COORDINATE WITH OWNER AND PHONE CO
<br />SAWCUT NOTE
<br />WHERE NEW UTILITY SERVICES ARE ROUTED UNDER EXISTING PAVED
<br />AREAS, ALL EXISTING PAVING SHALL BE REMOVED IN THE FOLLOWING
<br />STEPS:
<br />1) SAWCUTTING PAVING.
<br />2) REMOVAL AND TRENCHING.
<br />3) INSTALLATION OF UTILITY.
<br />4) BACKFILL AND COMPACTION
<br />5) INSTALLATION OF NEW PAVING THAT MATCHES THE EXISTING
<br />SURROUNDING PAVING IN BOTH MATERIAL AND ELEVATION.
<br />CONTRACTOR SHALL COORDINATE, OBTAIN AND PAY FOR ALL REQUIRED
<br />PERMITS AND LICENSES TO PERFORM THIS WORK AND SHALL BE
<br />RESPONSIBLE FOR ALL TRAFFIC CONTROL WHILE PERFORMING
<br />SAWCUTTING OPERATIONS AS NECESSARY.
<br />CONTRACTOR CAUTIONII
<br />VERIFY SEWER LINE ELEVATION
<br />BEFORE STARTING ANY BUILDING PAD GRADING AND PLUMBING WORK
<br />THE CONTRACTOR SHALL FIELD VERIFY LOCATION, MATERIAL,
<br />CONDITION, ACCESSIBILITY (INCLUDING STATE HIGHWAY OR OTHER
<br />RIGHTS-OF-WAY) AND WORKABLE FLOW LINE ELEVATION OF THE
<br />EXISTING SANITARY SEWER SERVICE LINE OR MAIN.
<br />IF A WORKABLE FLOW LINE HAS NOT BEEN ESTABLISHED AT THE TIME
<br />OF FINAL SANITARY SEWER SERVICE CONNECTION. THEN THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES ASSOCIATED
<br />WITH THE INSTALLATION OF A NEW GRINDER PUMP SYSTEM TO MEET
<br />OWNER AND LOCAL REQUIREMENTS.
<br />EXISTING CONDITIONS NOTES
<br />1. EXISTING INSTALLATIONS (SUCH AS WATER MAINS/LINES, GAS
<br />MAINS/LINES, SEWER MAINS/LINES, TELEPHONE LINES, POWER LINES,
<br />AND UTILITY STRUCTURES IN THE VICINITY OF THE WORK TO BE
<br />DONE) ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT THAT
<br />SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED
<br />BY THE ENGINEER IN PREPARING THE DRAWINGS. THERE IS NO
<br />GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH
<br />INFORMATION, AND ALL RESPONSIBILITY FOR THE ACCURACY AND
<br />COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED.
<br />2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING
<br />ALL EXISTING INSTALLATIONS.
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<br />DATE: 12-4-14
<br />REVISION
<br />DATE:
<br />SU1 0� 1
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