engineering & surveying€¦ · 20/05/2020 · woodson engineering & surveying 124 n elden...
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WOODSON
E N G I N E E R I N G & S U R V E Y I N G1 2 4 N E L D E N S T , F L A G S T A F F , A Z 8 6 0 0 1
(928) 774-4636 | WWW.WOODSONENG.COM
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total 9,259 SQ YD
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total 19,690 SQ YD
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total 3,290 SQ YD
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total 1,940 SQ YD
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total 3,625 SQ YD
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Sioux Dr.
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Yaqui Dr.
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Mohawk Dr.
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Pima
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Dr.
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Papago
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Dr.
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Pinal Dr.
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Cochise Dr.
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Yaqui
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Dr.
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Cocopah
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Dr.
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Pima Dr.
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Walapai
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Dr.
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Gila
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Dr.
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Zuni Dr.
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Lake Mary Road
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Drive
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Bennett
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Kathy Rd.
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Lance
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Rd.
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Walt Ln.
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Dohmen
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Dr.
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Kristy Ln.
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Mountain Del Road
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Palmer
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Holmes
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Romney
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Cochran
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Cox
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Ave.
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Ave.
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Ave.
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Ave.
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Ave.
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Sinclair St.
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Woody Mountain Road
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University Heights
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Dr. North
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University Heights
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Dr.
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South
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Delores Ln.
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Shullenbarger
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Dr.
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Lindsey
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Loop
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Drive
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Ardrey Cir.
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Cir.
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Mehrhoff
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Place
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Hunter
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Place
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Walkup
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Drive
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Little Dr.
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Parker Dr.
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Litzler
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Dr.
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Seaman
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Cir.
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Coy Drive
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Jewel Dr.
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Cheryl Dr.
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Andrea Dr.
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Carol Dr.
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Highlands Ave.
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Woodlands
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Village Blvd.
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Forest Meadows St.
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Saunders Dr.
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University Avenue
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University Dr.
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Dunnam St.
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Thompson St.
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Kaibab Ln.
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Kristy Ln.
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Kaibab Lane
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Young
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St.
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Pinnacle St.
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Timber Ridge St.
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Plaza
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Way
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Yale St.
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Milton Road
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Chambers Dr.
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Riordan Ranch St.
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Riordan Rd.
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Metz Walk
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Phoenix Ave.
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Mikes Pike
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Butler Ave.
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Cottage Ave.
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Benton Ave.
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Franklin Ave.
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Route "66"
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Dupont Ave.
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Ellery Ave.
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San Fransisco St.
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Leroux St.
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Beaver St.
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Agassiz St.
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Verde St.
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Fountaine St.
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Hoskins Ave.
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Lone tree Rd.
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Elden St.
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Colorado St.
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Gabel St.
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Lumber St.
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Ashurst Ave.
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Kendrick St.
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O'leary St.
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Paseo Del Flag
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Ridgecrest Dr.
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Woodland Dr.
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Paseo Del Rio
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Pinegrove Rd.
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Calle
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Reposa
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Brannen
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Cir.
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Ponderosa
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Pl.
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Pine Cir.
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Chateau Dr.
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McCkracken
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Place
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Clay Ave.
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Malpais Ln.
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Tombstone Ave.
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Tuscon Ave.
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Park St.
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Kingman St.
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Lower Coconino Ave.
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Coconino Ave.
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Grand Canyon Ave.
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Summit Ave.
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Montvale
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Ave.
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Mars Hill Rd.
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Sycamore
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Wilson St.
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Spring St.
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Santa Fe Ave.
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Toltec St.
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Aztec St.
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Mogollon St.
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Runke Dr.
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Lone Tree Road
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Aspen
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Ave.
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Birch Ave.
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Cherry Ave.
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Dale Ave.
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Elm Ave.
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Fine Ave.
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Hunt Ave.
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Sullivan Ave.
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Columbus Ave.
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Route "66"
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Bonito St.
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Park St.
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Sitgreaves St.
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Kendrick St.
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Humphreys St.
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Beaver ST.
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Leroux St.
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San Fransisco St.
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Agassiz St.
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Verde St.
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Elden St.
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Hillside
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St.
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Hutcheson Dr.
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Apollo Way
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Bertrand Street
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Forest View Dr.
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Canyon Terrace Dr.
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Switzer
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Canyon Drive
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William
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Rd.
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David
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Dr.
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Charles
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Rd.
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James
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Astro Ln.
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Terrace Ave.
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Sherwood Ln.
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Hilltop Ave.
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Crestview Ave.
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George
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St.
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Circle
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Dr.
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Thorpe Road
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Thorpe Rd.
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Bonito St.
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Navajo Rd.
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Apache Rd.
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Piute Rd.
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Havasupai Rd.
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Navajo Rd.
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Aztec St.
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Hopi Dr.
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Beal Rd.
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Forest Ave.
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Oak Ave.
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Cedar Ave.
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Juniper Ave.
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Pine Ave.
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Silver
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Philomena Dr.
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Fir Ave.
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Meadow Lark Dr.
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Turquoise Dr.
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Evergreen Dr.
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Mesa Dr.
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Katchina Dr.
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Marion Dr.
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Spruce
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Ave.
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Sunset Dr.
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Kittridge Rd.
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Rockridge Rd.
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Anderson Rd.
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Whiting Rd.
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Whipple Rd.
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Meade Ln.
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Murray Rd.
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Dr.
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Clark Cir.
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McMillan
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Rd.
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Beaver St.
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San Fransisco St.
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Westridge Rd.
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Westview Tr.
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Vista Rd.
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Ridgeview Rd.
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Sinaqua Ln.
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Pack Trail Dr.
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Hogan Dr.
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Fort Valley Road
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Stevanna
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Way
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Venus Dr.
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Crescent Dr.
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Lantern Ln.
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Navajo Dr.
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Taalkington Dr.
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Meteor
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Dr.
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Azure Dr.
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Saturn Way
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Lynn
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Dr.
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Kutch Dr.
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Hidden Hollow Road
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Forest Dr.
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Meadow Ln.
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Van Sickle Rd.
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Magdalena Rd.
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Lois Ln.
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Mountain Dr.
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Red Rock
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Ln.
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Snow Cap Ln.
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Cooper Dr.
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Brenda
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Loop
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Shelia Dr.
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Scott Way
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Nancy Way
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Prescott Rd.
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Peak View St.
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Kramer St.
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Shannon Dr.
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Erin
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Way
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Wilson Dr.
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Nelson Dr.
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Eddy Dr.
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Roberta Dr.
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Lynette Dr.
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Darleen Dr.
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Foothill Way
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Tami Ln.
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Tina Ln.
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Beth Way
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Shultz Pass Road
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Elden Lookout Road
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Pine Cliff Drive
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Ponderosa Parkway
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Locust Dr.
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Apple Way
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Hemlock Way
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Manzanita Way
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Pinion Ct.
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Circle View Dr.
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Canyon View Dr.
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Clear View
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Mountain View Ave.
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Arrowhead Ave.
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Johnson Ave.
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Maple Ave.
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First Ave.
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Second Ave.
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Third Ave.
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Fourth Ave.
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Sixth Ave.
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Colanthe Ave.
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Felice Ave.
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Dortha Ave.
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Cedar Ave.
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Fifth Ave.
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Rose Ave.
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Rose St.
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Izabel Street
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Center St.
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East St.
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Main St.
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First St.
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Second St.
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Third St.
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Fourth St.
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Ellen St.
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Aris St.
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Seventh Ave.
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Greenlaw
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Ln.
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Lockett Road
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Eva
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Loop
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Heidi
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Loop
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Cassidy Ln.
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Vickey St.
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Wallgreen St.
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Steves Blvd.
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Lewis Dr.
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Patterson Blvd.
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Jamison Blvd.
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Schevene Blvd.
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Tindle Blvd.
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Elder Dr.
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Miller Dr.
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Alta Vista Dr.
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Loma Vista Dr.
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Pine Dr.
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Park Dr.
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Manor
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Fourth Street
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Industrial Drive
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Route "66"
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Fanning Dr.
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Miller Dr.
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Elder Dr.
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Gemini Dr.
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Cedar Ave.
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Monte Vista Dr.
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Grandview Dr.
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Paradise Rd.
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Hillcrest Dr.
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Linda Vista Dr.
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Harmony Way
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Dunrovan Cir.
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Marymont Cir.
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Park
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Way
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Adrian Way
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Schaffer Ln.
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Chinwood
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Way
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Appalacian
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Road
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Eiger Mt.
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Rd.
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Everest Dr.
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Harris Way
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Ranier Lp.
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Andes Dr.
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Kandahar Ln.
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Dyer St.
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Childress St.
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King St.
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Wayman St.
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Walker St.
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Patterson Blvd.
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Jamison Blvd.
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Steves Blvd.
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Schevene Blvd.
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Tindle Blvd.
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Alta Vista Dr.
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Stonecrest St.
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Forest Heights Dr.
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Forest Brook St.
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Kingswood Way
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Woodridge Way
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Pine Dr.
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Park Dr.
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Manor Rd.
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Loma Vista Dr.
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Thomas Dr.
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Steves Blvd.
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Hemberg Dr.
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Matterhorn Dr.
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Hemberg Dr.
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St. Moritz Way
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Swiss Road
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Bern St.
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Zurich St.
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Ascona Way
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Swiss Rd.
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Luzern Cir.
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Geneva Cir.
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Zermatt Way
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Lugano Way
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Lausanne Way
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Arosa Way
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Skyline Dr.
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Fanning Dr.
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Kaspar Dr.
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Motel Dr.
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Mountain Meadow Dr.
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Hamblin St.
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Randall St.
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Bonner St.
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Nyla Ave.
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Phillip Ave.
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Joey Ave.
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Lynch Ave.
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Cummings St.
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Marie Ave.
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El Paso Dr.
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Railhead Avenue
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Mall Way
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Dodge Ave.
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Dodge Ave.
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Commerce Ave.
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Penstock Ave.
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Empire Ave.
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Preston
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Ave.
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Allen Ave.
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Snow Shoe Way
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Half Moon Dr.
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Smoke Rise Dr.
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Dakota St.
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Broken Bow Dr.
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Trails
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End Dr.
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Harvest Rd.
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Mountaineer Rd.
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Broken Arrow Rd.
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Squaw Rd.
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Mocassin Way
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Indian Dr.
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Warrior Dr.
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Tomahawk Dr.
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Jo Don Rd.
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Christmass Tree Lane
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Winter Dr.
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Blizzard Way
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Snowflake Dr.
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Wintergreen Dr.
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Crystal Dr.
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Broken Rock Loop
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Sandstone Way
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Meadow
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Brook Dr.
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Tam O'Shanter Dr.
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Country Club Dr.
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Pebble
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Beach
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Dr.
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Olympic Dr.
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Oakmont Dr.
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Country Club Dr.
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Oakmont Dr.
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Northwood
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Way
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Inwood
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Way
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Fairview Dr.
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Media Way
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Rio De Flag
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Drive
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Meadow
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View Ln.
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Moonshadow
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Ln.
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Flintwood Ln.
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Cypress Point Dr.
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Southern Hills Dr.
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Lost Tree
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Ln.
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Skokie Ln.
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Scioto
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Rd.
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Pinetree
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Pinecone
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Bellview
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Augusta Dr.
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Riveria Way
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Carefree
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Circle
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Burning Tree
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Hightimber
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Starling
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Way
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Chipmunk
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Ct.
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Settlers Run Rd.
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Walnut Hills Dr.
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Laurel Lp.
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Willow Lp.
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Bear Paw Dr.
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Cricket
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Ln.
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Doral Way
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Continental Dr.
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Acrete
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Ln.
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Fairway Rd.
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Lakeview
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Street
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Spencer
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Cir.
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La Costa
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Way
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Indian Springs
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Royal Oaks
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Dr.
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Mariposa
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Dr.
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Seminole Dr.
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Hawthorn
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Drive
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Slippery Rock Rd.
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Hickory Dr.
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Chestnut
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Way
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Mt. Pleasant Drive
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Edgewood Street
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Latrobe
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Ln.
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Fox Hill Drive
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Wakonda Street
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Ridge
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Dr.
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Pocono
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Dr.
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Lake Hills
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Drive
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Inland Shores Drive
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Green
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Mountain
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Drive
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Marina Ln.
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Butler Ave.
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Edgewood
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St.
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Lake Country Road
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Skyview Street
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Indian Valley Way
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Lakepoint Way
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Idlewood
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Ln.
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Sparrow Ave.
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Falcon Rd.
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Soliere Ave.
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Fox Lair Dr.
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Deer Crossing Rd.
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Elk Run Street
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Bottle
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Brush Dr.
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Rain Tree Rd.
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Rustic Knolls
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Ln.
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Thistle Rd.
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Foxglenn
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St.
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Longley
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Dr.
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Coburn Dr.
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Fallen Oak
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Whispering Pine Way
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Goodwin Cir.
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Summer Run Dr.
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Wood
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Hollow
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Rd.
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Dreamy Ln.
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Ranch Road
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Ash Ln.
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Cottonwood Dr.
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Beech Dr.
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Ponderosa
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Huntington Dr.
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Lucky
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Lane
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Jay St.
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Grant St.
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Butler Avenue
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Babbitt Dr.
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Spruce Ave.
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Cortland Blvd.
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Third St.
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Fourth St.
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Knoles Drive
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Maricopa St.
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Oakland Rd.
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Trail of the Woods
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Woodland Cir.
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Calle
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Beulah Blvd.
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Moore
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Cir.
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University Hts.
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Dr. North
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Chtistensen Dr.
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Bern Dr.
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Zurich Dr.
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Spyglass
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Way
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Duquesne
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Ln.
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Strawberry
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Way
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Clover
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Sweet
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Whitetail Way
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Palamino Lane
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Saddleback
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Way
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Horseshoe St.
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Valley
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View
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Dr.
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Plateau Dr.
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Glacier Dr.
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Hollygreen Dr.
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St. Nicholas Circle
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Huffer Ln.
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Butler Ave.
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Gila Dr.
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Contenta
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San Fransisco Street
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Pine Knoll Drive
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Knoles Dr.
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Troxler
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Sunshine
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Dr.
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Gillenwater
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Holland Dr.
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Globe St.
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Elliot St.
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Dupont Ave.
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Switzer Dr.
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O'Leary St.
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Blackbird Roost
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Walnut
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Florence
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Rim Dr.
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Lomalai
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Lane
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De Silva Ave.
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Pine Ave.
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Deanna Dr.
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Hereford
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Frontage
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Rd.
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Basalt Ln.
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Lava Ln.
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Boulder Ln.
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Beal Rd.
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Nicole Ln.
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Fremont Blvd.
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Fremont
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Curling Smoke Dr.
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Chippewa Way
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Grindelwald Way
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Fribourg Way
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Ramble
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wood
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Woodridge Ln.
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Soliere Avenue
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Huntington Drive
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Lewis Dr.
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King Street
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Jeffrey
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Loop
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Patterson
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Dean Ave.
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Empire Ave.
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Commerce Ave.
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Hurley Way
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Elden Lookout Road
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2
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3
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1
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40
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34
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35
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41
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o
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89
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o
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89A
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17
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40
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40
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p
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Herold
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Mustang
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Way
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Postal Blvd.
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Silver Fox
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Foxtail Dr.
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42
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Fox Run
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Drive
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Dr.
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Cir.
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Lakin Dr.
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West
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St.
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Brannen Ave.
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Agassiz St.
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FS #420
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FS #557
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180
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o
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FS #231
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FH-3
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FH #557
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FH #303
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Walnut Canyon Rd.
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Heckethorn Rd.
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Frontier
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Ave.
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Diamond Rd.
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Timber Trail
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CO-Bar
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Trail
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Chishoim
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Trail
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Shamrell Blvd.
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Townsend-Winnona Rd.
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p
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F40
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East Route "66"
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p
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B40
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B40
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Route "66"
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Beulah
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Blvd.
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Anita Ave.
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Oakmont Dr.
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Country Club Dr.
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Joshua Ln.
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Larkey Ln.
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Mt. Elden Dr.
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N. Sunrise Dr.
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39
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37
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36
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Munds Park Rd.
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Melissa Dr.
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Leupp Dr.
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McConnell Circle
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Kiltie Lane
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Tolchaco Rd.
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A.T.& S.F. R.R.
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Klondike Rd.
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Longview Rd.
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Greenbriar
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Tower Rd.
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Snowmass St.
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Ironwood St.
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Hillview St.
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Westglenn Cir.
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Water Treatment Plant
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Wildcat Hill
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Wastewater
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Treatment Plant
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Reservoirs
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Earle Dr.
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Coconino County Park
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(Fort Tutuhill)
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Pulliam
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Municipal
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Airport
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Museum
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of
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Northern
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Arizona
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Buffalo
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Park
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Lowell
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Observatory
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To Winslow/Albuquerque
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To Page/Lake Powell
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To Grand Canyon
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To Sedona
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To Phoenix
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17
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p
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89A
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40
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89
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180
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o
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Ln.
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U.S.G.S.
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N.A.U.
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Circle
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Broken
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Columbia Cir.
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43
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66
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ROUTE
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66
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ROUTE
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Lake Hills Drive
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40
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p
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W Blue Willow Rd.
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Creekside Dr.
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Cobblestone Circle
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Tillie Lane
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Fort Tuthill Rd
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High Country trl
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Wild West Trl
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Pulliam Dr.
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Twelve Oaks Dr.
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Beverly Ave.
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John W Powell Blvd
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John W Powell Blvd
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Clubhouse Cir
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Links Rd
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Piccadilly Dr
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Sawmill Rd
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Cambridge Rd
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Kensington Dr
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River Run Rd
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Mountain View
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Lockett Road
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Linda Vista Dr.
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Gannet Way
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Jacamar
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Way
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Test Dr
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Parkway
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1 COVER SHEET COVER SHEET 2 NOTES NOTES 3 DETAILS DETAILS 4 HUFFER LANE PAVING HUFFER LANE PAVING 5 ROTC PAVINGROTC PAVING
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%%u SHEET INDEX
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DATE
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PROJECT MANAGER, NAU FACILITY SERVICES
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NAU APPROVAL
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CONCEPT APPROVAL NORTHERN ARIZONA UNIVERSITY (NAU) APPROVES THESE PLANS FOR CONCEPT ONLY. ALL LIABILITY FOR ERRORS OR OMISSIONS IS THE RESPONSIBILITY OF THE DESIGN ENGINEER.
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AUTHORIZATION TO CONSTRUCT THE SIGNATURES ABOVE ARE REQUIRED BEFORE THE CONTRACTOR CAN COMMENCE. UNSIGNED, THESE PLANS HAVE NOT BEEN COMPLETED WITH RESPECT TO AGENCY REVIEW AND APPROVAL.
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ENGINEER WOODSON ENGINEERING AND SURVEYING, INC. 124 N. ELDEN ST. FLAGSTAFF, AZ 86001 (928) 774-4636
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OWNER NORTHERN ARIZONA UNIVERSITY 501 EAST PINE KNOLL DRIVE FLAGSTAFF, AZ 86011 (928) 523-4468
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SHEET 1 OF 5
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NOT TO SCALE
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%%u VICINITY MAP
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PROPOSED SIGN POST
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6P
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S
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FOUND MONUMENT AS NOTED
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FOUND REBAR AS NOTED
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FOUND RIGHT-OF-WAY MONUMENT AS NOTED
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AND P=PINE, J=JUNIPER, D=DECIDUOUS)
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FOUND SECTION CORNER AS NOTED
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EXISTING TREE TO REMAIN (DIAMETER
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EXISTING UTILITY POLE
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EXISTING ELECTRIC METER
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EXISTING FIRE HYDRANT
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EXISTING CATCH BASIN
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EXISTING SANITARY SEWER MANHOLE
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EXISTING WALL
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EXISTING FIBER OPTIC LINE
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EXISTING STORM DRAIN
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EXISTING OVERHEAD ELECTRIC LINE
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EXISTING UNDERGROUND ELECTRIC LINE
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EXISTING CABLE TV LINE
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EXISTING GAS LINE
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EXISTING TELEPHONE LINE
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EXISTING SANITARY SEWER LINE
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EXISTING RECLAIMED WATER LINE
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%%u LEGEND
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N
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EXISTING PAVEMENT
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EXISTING STRUCTURE
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EXISTING CONCRETE
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PROPOSED PAVEMENT
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PROPOSED CONCRETE
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FOUND PIPE AS NOTED
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FOUND PANEL AS NOTED
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FOUND NAIL AS NOTED
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PROJ. NO.:
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DATE:
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124 N. ELDEN ST. FLAGSTAFF, AZ 86001 PHONE: (928) 774-4636 FAX: (928) 774-4646
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WOODSON ENGINEERING AND SURVEYING, INC.
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DRAFTED BY:
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FN:
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5/20/20
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120776
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NORTHERN ARIZONA UNIVERSITY
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2020 STREETS PAVEMENT MAINTENANCE
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CONSTRUCTION PLANS
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JBG
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5/20/20
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120776
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01_COVER
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A guide to getting underground facilities located before you digbefore you dig you dig
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Know what's below. below. . Call before you dig.before you dig.
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Call 811 or visit www.Arizona811.com
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0
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SCALE: 1" = 600'
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300
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600
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1200
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N
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PROJECT LOCATION
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I-40
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I-17
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I-40
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MILTON RD
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BUTLER AVE
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MOUNTAIN VIEW DR
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FRANKLIN AVE
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LONETREE RD
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SAN FRANCISCO ST
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PINE KNOLL DR
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MCCONNELL DR
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MILTON RD
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UNIVERSITY DR
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KNOLES DR
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ROUTE 66
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UNIVERSITY DR
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RIORDAN RD
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EXISTING WATER LINE
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EXISTING TUNNEL
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(FOR UNDERGROUND UTILITIES)
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NORTHERN ARIZONA UNIVERSITY
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CONSTRUCTION PLANS
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A PROPOSED IMPROVEMENT IN SECTIONS 21 AND 28, TOWNSHIP 21 NORTH, RANGE 7 EAST, GILA AND SALT RIVER BASE AND MERIDIAN, COCONINO COUNTY, ARIZONA
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2020 STREETS PAVEMENT MAINTENANCE
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JANES
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MICHAEL S.
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49111
·
WOODSON
E N G I N E E R I N G & S U R V E Y I N G1 2 4 N E L D E N S T , F L A G S T A F F , A Z 8 6 0 0 1
(928) 774-4636 | WWW.WOODSONENG.COM
HUFFER LANE IMPROVEMENTS
ROTC IMPROVEMENTS
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETAINING A REGISTERED LAND SURVEYOR, LICENSED TO PRACTICE IN ARIZONA WHO SHALL BE RESPONSIBLE FOR PROVIDING ALL STAKES NECESSARY TO ESTABLISH CONSTRUCTION LINES AND GRADES. STAKES PROVIDED SHALL BE OF SUFFICIENT NUMBER TO SATISFY THE ENGINEER THAT THE WORK MAY BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS. ALL COSTS ASSOCIATED WITH STAKING ARE TO BE BORNE BY THE CONTRACTOR. NO ADDITIONAL PAYMENT TO THE CONTRACTOR FOR EXTRA STAKES OR FOR RESTAKING WILL BE ALLOWED.
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THE WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION(S) OF THE FOLLOWING SPECIFICATIONS AND THESE PLANS: NAU TECHNICAL STANDARDS, MAG UNIFORM MAG UNIFORM STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, MAG UNIFORM STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION, CITY OF FLAGSTAFF ENGINEERING DESIGN AND CONSTRUCTION STANDARDS, ADHS (ADEQ) ENGINEERING BULLETINS NO. 8 AND 10 AND ARIZONA ADMINISTRATIVE CODE R18-4 (WATER SYSTEMS), ARIZONA ADMINISTRATIVE CODE R18-9-E301 (SEWAGE WORKS), AWWA STANDARDS, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND ADOT STANDARD SPECIFICATIONS AND DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF THE ABOVE STANDARDS, SPECIFICATIONS, AND DETAILS, AS WELL AS ALL OTHER STANDARDS AND SPECIFICATIONS WHICH MAY BE NECESSARY TO COMPLETELY AND ACCURATELY INTERPRET THESE PLANS. ALL QUANTITIES SHOWN ARE APPROXIMATE AND ARE FURNISHED SOLELY FOR THE CONTRACTOR'S CONVENIENCE. THEY DO NOT NECESSARILY CORRESPOND TO BID SCHEDULE ITEMS. PAYMENT WILL BE BASED ON BID SCHEDULE ITEMS FOR THE ENTIRE JOB AS SHOWN OR INFERRED BY THESE PLANS. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR INDEPENDENTLY ESTIMATING QUANTITIES PRIOR TO BIDDING. THE LOCATION OF EXISTING FEATURES INDICATED ON THE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR MAKING COMPLETE AND ACCURATE ON-SITE DETERMINATIONS OF THE LOCATIONS OF ALL UTILITIES, STRUCTURES AND FIELD CONDITIONS, WHICH MAY AFFECT THE PROGRESS OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHAT PERMITS WILL BE REQUIRED FOR THE WORK AND OBTAINING AT HIS OWN EXPENSE ALL PERMITS REQUIRED UNLESS STATED OTHERWISE IN THE CONTRACT. CERTIFICATION OF PRIVATE/NON-BUILDING STRUCTURES MAY BE REQUIRED BY THE CITY OF FLAGSTAFF. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY REQUIRED CERTIFICATIONS. ALL ELEVATIONS SHOWN ON THE PLANS ARE FINISHED SURFACE ELEVATIONS (EXCEPT AS NOTED). THE REGISTRANTS DUTY TO SEAL PROFESSIONAL DOCUMENTS DOES NOT EXTEND TO STANDARD DETAILS OR SPECIFICATIONS THAT HAVE BEEN OFFICIALLY ADOPTED AND PROVIDED BY THE AGENCY THAT HAS JURISDICTION OVER THIS PROJECT. THE STANDARD DETAILS AND SPECIFICATIONS SHOWN WITH THESE DOCUMENTS ARE INCLUDED TO PROVIDE CLEAR AND COMPLETE INFORMATION AND WERE NOT PREPARED BY THE REGISTRANT.
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ADEQUATE DRAINAGE, EROSION AND SEDIMENT CONTROL MEASURES, BEST MANAGEMENT PRACTICES, AND-OR OTHER STORMWATER MANAGEMENT FACILITIES SHALL BE PROVIDED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION. DAMAGES TO ADJACENT PROPERTY AND/OR THE CONSTRUCTION SITE CAUSED BY THE CONTRACTOR'S OR PROPERTY OWNER'S FAILURE TO PROVIDE AND MAINTAIN ADEQUATE DRAINAGE AND EROSION/SEDIMENT CONTROL FOR THE CONSTRUCTION AREA SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR PROPERTY OWNER. CONSTRUCTION DRAINS SHALL BE PROVIDED AS NEEDED TO ENABLE WATER TO DRAIN FROM THE CONSTRUCTION AREA RAPIDLY AND WITHOUT DAMAGING THE WORK IN PROGRESS. TO FURTHER PROMOTE GOOD DRAINAGE OF THE SITE, DRAINAGE CHANNELS, CULVERTS, AND STRUCTURES, SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM IN SUCH A WAY THAT, DURING CONSTRUCTION, THEY DO NOT IMPEDE THE FLOW OF WATER FROM THE CONSTRUCTION AREA. NO EXTENSION OF TIME SHALL BE GRANTED ON ACCOUNT OF THE TIME REQUIRED TO MAKE SUCH REPAIRS.
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THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF SOILS AND PREVENTION OF EROSION DURING CONSTRUCTION. WHERE SLOPE STABILIZATION REQUIRES THE ESTABLISHMENT OF PLANTS, EROSION PROTECTION SHALL REMAIN IN PLACE UNTIL PLANTS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER AND THE APPROVING AGENCY.
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THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REGULATES STORM WATER DISCHARGES FROM CONSTRUCTION SITES UNDER THE NATIONAL STORM WATER PROGRAM. THE PROJECT OWNER AND THE CONSTRUCTION CONTRACTOR SHARE RESPONSIBILITY AND LIABILITY UNDER THIS PROGRAM. ACTIVITIES COVERED UNDER THIS PROGRAM INCLUDE CLEARING, GRADING, AND EXCAVATION. PROJECTS THAT ARE INCLUDED HAVE DISTURBED AREAS WITH MORE THAN 1 ACRES. UNDER NPDES THE CONTRACTOR MUST PREVENT POLLUTANTS FROM THE SITE FROM ENTERING WATERS OF THE US. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL EROSION AND RUNOFF FROM A CONSTRUCTION SITE. TO COMPLY WITH REGULATIONS, THE CONTRACTOR MUST FILE A NOTICE OF INTENT TO DISCHARGE (NOI) 2 DAYS BEFORE CONSTRUCTION BEGINS. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST BE DEVELOPED BY BOTH THE OWNER AND THE CONTRACTOR AS PART OF COMPLIANCE WITH THESE REGULATIONS. THE OWNER AND THE CONTRACTOR MUST ALSO IMPLEMENT THE SWPPP. DURING CONSTRUCTION, BOTH THE OWNER AND THE CONTRACTOR MUST CERTIFY THAT ALL WORK PERFORMED IS PER NPDES REGULATIONS. AFTER CONSTRUCTION IS COMPLETE, THE OWNER AND THE CONTRACTOR MUST FILE A NOTICE OF TERMINATION. ALL WORK DESCRIBED ABOVE MUST BE PERFORMED IN ACCORDANCE WITH NPDES AND THE NATIONAL STORM WATER PROGRAM REGULATIONS.
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ALL PAVEMENT STRIPING SHALL CONFORM TO THE APPLICABLE ADOT SPECIFICATIONS FOR PAINT. ALL PARKING STALL STRIPING SHALL BE 4" WIDE, WHITE PAINT, TREATED FOR REFLECTIVITY. ALL STRIPING SHALL BE IN CONFORMANCE WITH THE MANUAL ON UNIFORM MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION., LATEST EDITION.
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THROUGHOUT ALL PHASES OF THE CONSTRUCTION THE CONTRACTOR SHALL KEEP THE WORK AREA, ADJACENT PROPERTIES AND STREETS CLEAN AND FREE FROM RUBBISH, EXCESS MATERIALS, DUST AND DEBRIS GENERATED BY THE CONSTRUCTION ACTIVITY.
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THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND PROVIDE ALL NECESSARY WATER FOR HIS CONSTRUCTION OPERATION AT HIS OWN EXPENSE.
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REMOVALS NECESSITATED BY THE WORK AS IT PROGRESSES AND NOT SPECIFICALLY CALLED OUT ON THE PLANS WILL BE CONSIDERED INCIDENTAL WORK.
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UNDERGROUND UTILITY LOCATIONS SHOWN ON THESE PLANS WERE DETERMINED FROM FIELD MEASUREMENTS, CONSTRUCTION PLANS, RECORD PLANS, UTILITY MAPS, GIS MAPPING FURNISHED BY OTHERS. LOCATIONS OF UNDERGROUND UTILITIES ARE TO BE REGARDED AS APPROXIMATE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ESTABLISH IN THE FIELD THE ACTUAL LOCATIONS OF ALL UNDERGROUND LINES WHICH MAY IN ANY WAY AFFECT THE WORK. IT IS NOT WITHIN THE SCOPE OF THE PLANS FOR THE ENGINEER TO LOCATE, IDENTIFY OR FORESEE EVERY UTILITY CONFLICT WHICH MAY ARISE DURING THE CONSTRUCTION PHASE OF THE PROJECT. BUT IT IS THE INTENT OF THE OWNER TO REASONABLY COMPENSATE THE CONTRACTOR FOR THE WORK REQUIRED TO RELOCATE OR ADJUST UTILITIES CONFLICTING WITH THE CONSTRUCTION OF THE PROJECT. TO THAT END, UTILITIES (AS DEFINED IN MAG 101.2) WHICH ARE ENCOUNTERED WILL BE ADDRESSED AS FOLLOWS: 1) UTILITY RELOCATIONS OR ADJUSTMENTS NOTED ON THE PLANS SHALL BE PAID FOR PER THE BID SCHEDULE. 2) UTILITY RELOCATIONS OR ADJUSTMENTS NOT NOTED ON THE PLANS SHALL BE ADDRESSED ON A CASE BY CASE BASIS. THE ENGINEER SHALL DETERMINE WHAT WORK IS REQUIRED TO PRODUCE THE DESIRED FINAL PRODUCT. IF A UNIT BID PRICE DOES NOT EXIST THEN COMPENSATION MUTUALLY ACCEPTABLE TO THE OWNER, CONTRACTOR, AND ENGINEER SHALL BE MADE. IN EITHER SITUATION, WORK ON THE SPECIFIC CASE SHALL NOT PROCEED UNTIL THE AMOUNT OF COMPENSATION IS AGREED UPON. COMPENSATION FOR UTILITY RELOCATIONS AND ADJUSTMENTS SHALL NOT INCLUDE COSTS FOR REPAIR TO THE UTILITY DAMAGED BY THE CONTRACTOR OR HIS SUBCONTRACTOR(S). THE CONTRACTOR IS NOT RELIEVED OF THE RESPONSIBILITY FOR DETERMINING THE LOCATION OF ALL UTILITIES AFFECTING THE WORK. THE APPROPRIATE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION. THE "BLUE STAKE" NUMBER IS 1-800-STAKEIT. CONTRACTOR SHALL ALLOW TWO WORKING DAYS AFTER "BLUE STAKE" IS NOTIFIED, BEFORE COMMENCING ANY EXCAVATION WORK IN THE PROXIMITY OF BURIED UTILITIES. AT LEAST 48 HOURS PRIOR NOTICE IS REQUIRED BEFORE DISRUPTING EXISTING UTILITY SERVICE TO MAKE CONNECTIONS OR DISCONNECTIONS. THE NOTICE MUST INCLUDE THE EXACT TIME OF THE DISRUPTION OF SERVICE AND THE EXPECTED DURATION OF THE LOSS OF SERVICE. CERTAIN UTILITIES ARE TO REMAIN IN SERVICE DURING THE CONSTRUCTION OF THE FILL AND UPON COMPLETION OF THE CONTRACT. THESE UTILITIES SHALL BE PROTECTED DURING THE CONSTRUCTION AND CUT OR FILL PLACEMENT SHALL NOT PROHIBIT MAINTENANCE ACCESS TO THESE UTILITIES.
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WOODSON ENGINEERING GENERAL NOTES
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CONSTRUCTION STAKES, LINES AND GRADES
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UTILITIES
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DRAINAGE MAINTENANCE DURING CONSTRUCTION
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MISCELLANEOUS REMOVALS AND OTHER WORK
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WATER SUPPLY
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CLEANUP AND DUST CONTROL
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GENERAL STRIPING NOTES
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NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) NOTE
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EROSION PROTECTION
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%%UGENERAL CONSTRUCTION NOTES
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1. NEITHER THE OWNER, THE ENGINEER, NOR ANY PUBLIC AGENCY WILL ENFORCE NEITHER THE OWNER, THE ENGINEER, NOR ANY PUBLIC AGENCY WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. 2. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISION TO PLANS, IF REVISIONS ARE NECESSARY DUE TO ACTUAL LOCATIONS OF EXISTING FACILITIES. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON, AND ANY OTHER EXISTING LINES NOT OF RECORD, OR NOT SHOWN ON THESE PLANS. 3. PRIOR TO EXCAVATING FOR THIS CONTRACT, VERIFY DEPTH AND LOCATION OF ALL PRIOR TO EXCAVATING FOR THIS CONTRACT, VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES. LOCATION OF UTILITIES SHOWN HEREON HAS BEEN DETERMINED BY A SEARCH OF AVAILABLE RECORDS. ALL EXISTING UTILITIES MAY OR MAY NOT BE SHOWN ON THE PLANS. CONTACT: NAU BLUE STAKE (928) 523-4227 (928) 523-4227 BLUE STAKE 1-800-STAKE IT 1-800-STAKE IT ARIZONA PUBLIC SERVICE (928) 773-6414 (928) 773-6414 CENTURYLINK (928) 779-4773 (928) 779-4773 SUDDENLINK (928) 779-3661 (928) 779-3661 AT&T (714) 963-7964 (714) 963-7964 UNISOURCE (928) 226-2214 (928) 226-2214 4. THE CONTRACTOR SHALL AT THEIR OWN COST AND EXPENSE PROVIDE NECESSARY THE CONTRACTOR SHALL AT THEIR OWN COST AND EXPENSE PROVIDE NECESSARY PERMITS, COMPLY WITH LOCAL ORDINANCES AND REGULATIONS, AND CONFORM TO ALL ZONING ORDINANCES AND COVENANTS GOVERNING THE PROJECT LOCATION. THE CONTRACTOR AT THEIR OWN COST AND EXPENSE SHALL BE RESPONSIBLE FOR THE ACQUISITION OF ANY NECESSARY EASEMENTS FOR CONSTRUCTION PURPOSES. 5. THE CONTRACTOR SHALL MAINTAIN AND CONTINUALLY UPDATE A COMPLETE SET OF THE CONTRACTOR SHALL MAINTAIN AND CONTINUALLY UPDATE A COMPLETE SET OF "AS-BUILT" PLANS ON THE PROJECT. SAID PLANS SHALL BE MADE AVAILABLE TO THE OWNER AND/OR ENGINEER FOR REVIEW UPON REQUEST AS THE WORK PROGRESSES. IN ADDITION TO ALL CHANGES AND MODIFICATIONS TO THE WORK UNDER THIS PROJECT, SAID AS-BUILTS SHALL CONTAIN LOCATION AND ELEVATION OF ALL EXISTING UTILITIES FOUND DURING CONSTRUCTION. A COMPLETE SET OF "AS-BUILT" PLANS SHALL BE SUBMITTED TO THE OWNER UPON COMPLETION AND PRIOR TO ACCEPTANCE OF THE WORK. 6. THE CONTRACTOR SHALL SUBMIT TO OWNER FOR APPROVAL ALL SHOP DRAWINGS, THE CONTRACTOR SHALL SUBMIT TO OWNER FOR APPROVAL ALL SHOP DRAWINGS, AGGREGATE GRADATIONS, MIX DESIGNS, ETC., AS APPROPRIATE, FOR ALL MATERIALS SCHEDULED FOR USE IN THIS PROJECT. COPIES OF ALL SUBMITTALS SHALL BE MADE TO THE ENGINEER OF WORK AS WELL AS ANY REQUESTING AGENCY OF JURISDICTION. PRIOR TO INCORPORATING ANY OF THE SUBMITTED MATERIAL INTO THE WORK, APPROVAL OF OWNER, ENGINEER, AS WELL AS ANY AGENCY OF JURISDICTION IS REQUIRED. 7. ANY GRADING AND/OR SAWCUT LIMITS SHOWN ON THE PLANS SHALL BE ANY GRADING AND/OR SAWCUT LIMITS SHOWN ON THE PLANS SHALL BE CONSIDERED APPROXIMATE AND ARE SUBJECT TO ADJUSTMENTS AT THE TIME OF CONSTRUCTION. NAU WILL ATTEMPT TO WORK WITH THE CONTRACTOR IN AUTHORIZING/ASSIGNING. 8. NAU WILL ATTEMPT TO WORK WITH THE CONTRACTOR IN AUTHORIZING/ASSIGNING A NAU WILL ATTEMPT TO WORK WITH THE CONTRACTOR IN AUTHORIZING/ASSIGNING A "STAGING AREA" FOR THE CONTRACTOR'S EQUIPMENT, MATERIALS, TEMPORARY SANITARY FACILITIES, ETC .. EQUIPMENT SHALL BE PARKED WITHIN THIS DESIGNATED AREA DURING NON-WORKING HOURS. STORED MATERIALS SHALL ALSO BE STOCKPILED IN THE STAGING AREA. EQUIPMENT AND MATERIALS ARE NOT TO BE PARKED OR STORED AT THE VARIOUS WORK SITES. UPON COMPLETION OF THE PROJECT, THE STAGING AREA SHALL BE RE-GRADED, CLEANED OR OTHERWISE RE-STORED TO THE ORIGINAL OR BETTER CONDITION. 9. QUANTITIES SHOWN ON THE PLANS ARE APPROXIMATE ONLY, THE CONTRACTOR IS QUANTITIES SHOWN ON THE PLANS ARE APPROXIMATE ONLY, THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING THEIR OWN QUANTITIES PRIOR TO BIDDING. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND ENGINEER A MINIMUM OF FIVE (5) DAYS PRIOR TO BIDS BEING DUE. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL BLUE STAKE MARKINGS MADE AS THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL BLUE STAKE MARKINGS MADE AS PART OF THIS PROJECT ONCE IT IS 100% COMPLETE WITH UNDERGROUND OR SURFACE PENETRATING WORK.
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THE CONTRACTOR SHALL COMPLY WITH ALL OF THE PROVISIONS OF THE NAU OFFICE OF REGULATORY COMPLIANCE FOR STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND AZPDES DESIGN MANUAL RELATING TO EROSION CONTROL. STORMWATER POLLUTION PREVENTION PLANS ARE REQUIRED FOR ANY LAND DISTURBING ACTIVITY BETWEEN 1 AND 5 ACRES. THE CONTRACTOR SHALL RESEED ALL DISTURBED AREA. THE WORK SHALL CONSIST OF FURNISHING, HAULING, PLACING, AND APPLYING EROSION CONTROL (SEED, MULCH, AND EROSION CONTROL BLANKETS) TO ALL DISTURBED AREAS WITHIN THE PROJECT AREAS AS SHOWN ON THE PLANS. PERMANENT OR TEMPORARY SOIL STABILIZATION SHOULD BE APPLIED TO DENUDED AREAS WITHIN FIFTEEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION SHOULD ALSO BE APPLIED WITHIN FIFTEEN DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN SIXTY DAYS. APPLICABLE PRACTICES INCLUDE BUT ARE NOT LIMITED TO TEMPORARY EROSION CONTROL MATERIAL, VEGETATIVE ESTABLISHMENT, MULCHING AND THE EARLY APPLICATION OF A GRAVEL BASE IN AREAS TO BE PAVED. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. DAMAGES WHICH MAY OCCUR TO ADJACENT PROPERTY DURING CONSTRUCTION ARE THE RESPONSIBILITY OF THE PROPERTY OWNER AND/OR THE PERMITTEE.
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THE QUANTITIES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLY ESTIMATING THE CONTRACT QUANTITIES. BY SUBMITTING HIS BID, THE CONTRACTOR REPRESENTS THAT THE TOTAL CONTRACT SUM IS ADEQUATE COMPENSATION FOR COMPLETING THE ENTIRE PROJECT AS SHOWN ON THE PLANS.
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NOTES
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%%UPAVING NOTES
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1. EXACT POINT OF MATCHING TERMINATION AND OVERLAY, IF NECESSARY, SHALL BE EXACT POINT OF MATCHING TERMINATION AND OVERLAY, IF NECESSARY, SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 2. NO JOB WILL BE CONSIDERED COMPLETED UNTIL: NO JOB WILL BE CONSIDERED COMPLETED UNTIL: A. ALL CURBS, PAVEMENTS, SIDEWALKS AND MANHOLES HAVE BEEN CLEANED OF ALL ALL CURBS, PAVEMENTS, SIDEWALKS AND MANHOLES HAVE BEEN CLEANED OF ALL DIRT AND DEBRIS; B. SURVEY MONUMENTS ARE INSTALLED AND STAMPED,· SURVEY MONUMENTS ARE INSTALLED AND STAMPED,· C. ALL FRAMES, COVERS AND VALVE BOXES ARE ADJUSTED TO GRADE; ALL FRAMES, COVERS AND VALVE BOXES ARE ADJUSTED TO GRADE; D. WHILE WORKING ON OR NEAR STORM SEWER MANHOLES AND/OR CATCH BASINS, WHILE WORKING ON OR NEAR STORM SEWER MANHOLES AND/OR CATCH BASINS, PIPELINES ARE TO BE FLUSHED AND CLEANED. 3 NO PAVING CONSTRUCTION SHALL BE STARTED UNTIL ALL UTILITY LINES ARE COMPLETED AND APPROVED UNDER PROPOSED PAVED AREAS. 4. BASE COURSE WILL NOT BE PLACED UNTIL SUB-GRADE HAS BEEN APPROVED BY BASE COURSE WILL NOT BE PLACED UNTIL SUB-GRADE HAS BEEN APPROVED BY THE ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 5. THE LOCATION OF ALL WATER VALVES, FIRE HYDRANTS, AND MANHOLES MUST AT THE LOCATION OF ALL WATER VALVES, FIRE HYDRANTS, AND MANHOLES MUST AT ALL TIMES DURING CONSTRUCTION BE REFERENCED AND MADE ACCESSIBLE TO THE CITY AND UNIVERSITY. 6. ALL EXTERIOR CONCRETE SHALL BE 4000 PSI WITH 5% - 7% AIR ENTRAINMENT, ALL EXTERIOR CONCRETE SHALL BE 4000 PSI WITH 5% - 7% AIR ENTRAINMENT, SLUMP OF 3-5'; AND CONTAIN FIBER MESH PER NAU TECHNICAL STANDARDS UNLESS WRITTEN AUTHORIZATION FROM THE ENGINEER HAS BEEN MADE. 7. THE CONTRACTOR SHALL BE AWARE THAT WET SUBGRADE/SUB-BASE CONDITIONS THE CONTRACTOR SHALL BE AWARE THAT WET SUBGRADE/SUB-BASE CONDITIONS MAY BE FOUND IN SOME LOCATIONS. (SEE MAG SPECIFICATION SECTION 109.4.2) UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED AS PER MAG SPECIFICATION SECTIONS 205 & 211, AND AS APPROVED BY THE ENGINEER. 8. ALL CONSTRUCTION NEAR STORM DRAINS AND CATCH BASIN INLETS MUST BE ALL CONSTRUCTION NEAR STORM DRAINS AND CATCH BASIN INLETS MUST BE PROTECTED FROM ALL DEBRIS/WASTE DUE TO CONSTRUCTION ACTIVITIES. STORM DRAINS AND CATCH BASINS ARE TO BE CLEANED/FLUSHED WITHIN THE IMPROVEMENT/CONSTRUCTION BOUNDARY AFTER CONSTRUCTION IS COMPLETE. 9. SINGLE CURB CONSTRUCTION SHALL BE PER M.A.G. S.D. 222, TYPE "A" UNLESS SINGLE CURB CONSTRUCTION SHALL BE PER M.A.G. S.D. 222, TYPE "A" UNLESS OTHERWISE NOTED. 10. AT PARKING LOT CONSTRUCTION/REPAIR/CHIP-SEAL SITES WITH PRECAST CURB AT PARKING LOT CONSTRUCTION/REPAIR/CHIP-SEAL SITES WITH PRECAST CURB BUMPERS, THE CONTRACTOR SHALL CAREFULLY REMOVE BUMPERS AS REQUIRED TO PERFORM HIS CONSTRUCTION ACTIVITIES AND REPLACE IN A CONDITION/ METHOD EQUAL TO EXISTING IMMEDIATELY FOLLOWING THE COMPLETION OF THE RELATED WORK. IN THE EVENT BUMPERS NEED TO BE TEMPORARILY STORED, THEY SHALL BE NEATLY STACKED IN A LOCATION SELECTED BY THE ENGINEER. 11. THE CONTRACTOR SHALL VISUALLY INSPECT OIL ASPHALT SURFACES (WHICH ARE TO THE CONTRACTOR SHALL VISUALLY INSPECT OIL ASPHALT SURFACES (WHICH ARE TO BE CHIP-SEALED) FOR UTILITY BOXES AND SURVEY MONUMENTS PRIOR TO SEALING AND MARK EACH WITH ADOT STANDARD CHIP SEAL MARKERS. WITHIN 24 HOURS OF APPLYING THE CHIP SEAL, ALL UTILITY BOXES ARE TO BE UNCOVERED. THE CONTRACTOR SHALL CONDUCT THEIR OWN INSPECTION AND RECORD THE LOCATIONS OF ANY BOXES OR MONUMENTS FOR THE AS-BUILT DRAWINGS. THE LOCATIONS OF ALL UTILITY BOXES ARE TO BE WALKED WITH THE OWNER OR THE ENGINEER PRIOR TO CHIP SEALING. ALL UTILITY BOXES, COVERS, LIDS, AND CONCRETE COLLARS SHALL BE PROTECTED FROM BEING COVERED DURING THE CHIP SEAL PROCESS. 12. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL EXISTING CONCRETE THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL EXISTING CONCRETE FROM TACK COAT AND FOG SEAL OVERSPRAY, INCLUDING BUT NOT LIMITED TO CONCRETE COLLARS, CURB AND GUTTER, SIDEWALK, VALLEY GUTTERS, ETC. ALL OVERSPRAY SHALL BE PROMPTLY CLEANED FROM ALL CONCRETE AND RESTORED TO ORIGINAL CONDITION. ANY EXISTING OVERSPRAY FROM PREVIOUS PROJECTS SHALL BE DOCUMENTED BY THE CONTRACTOR PRIOR TO ANY ASPHALT REPAIR OR MAINTENANCE OPERATIONS. 13. QUANTITIES FOR CRACK FILL ARE APPROXIMATE ONLY. IN THE EVENT THE QUANTITIES FOR CRACK FILL ARE APPROXIMATE ONLY. IN THE EVENT THE CONTRACTOR HAS EXCESS MATERIAL, ADDITIONAL LOCATIONS ON CAMPUS WILL BE PROVIDED BY THE OWNER OR ENGINEER.
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%%UEARTHWORK
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1. THE CONTRACTOR SHALL SUPPLY ALL WATER AND SPRAY EQUIPMENT AS REQUIRED THE CONTRACTOR SHALL SUPPLY ALL WATER AND SPRAY EQUIPMENT AS REQUIRED TO MAINTAIN PROJECT DUST CONTROL TO THE SATISFACTION OF NAU AND MAG SECTION 225. 2. ALL GRADING/WORK AREAS RE-GRADED OR OTHERWISE DISTURBED DURING ALL GRADING/WORK AREAS RE-GRADED OR OTHERWISE DISTURBED DURING CONSTRUCTION OF THIS PROJECT SHALL BE FINISHED GRADED AS PER MAG SECTION 424, THE PROJECT SPECIFICATIONS, AND TO THE SATISFACTION OF THE OWNER /ENGINEER.
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%%UTRAFFIC CONTROL
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1. THE CONTRACTOR SHALL PROVIDE ANY NECESSARY TRAFFIC CONTROL DEVICES THE CONTRACTOR SHALL PROVIDE ANY NECESSARY TRAFFIC CONTROL DEVICES REQUIRED FOR THE CONTROL OF VEHICLE AND PEDESTRIAN TRAFFIC AFFECTED BY THE CONSTRUCTION. ALL TRAFFIC CONTROL PLANS MUST BE APPROVED BY THE OWNER OR HIS REPRESENTATIVE PRIOR TO IMPLEMENTATION. TRAFFIC CONTROL SHALL BE AS REQUIRED BY MAG SECTION 401. 2. IF AT ANY TIME THE OWNER/ENGINEER DETERMINES THAT PROPER PROVISIONS FOR IF AT ANY TIME THE OWNER/ENGINEER DETERMINES THAT PROPER PROVISIONS FOR SAFE TRAFFIC CONTROL ARE NOT BEING PROVIDED OR MAINTAINED, SUSPENSION OF THE WORK MAY BE ORDERED UNTIL THE PROPER LEVEL OF TRAFFIC CONTROL IS ACHIEVED. IN CASE OF SERIOUS OR WILLFUL DISREGARD FOR SAFETY OF WORKMEN OR THE PUBLIC, THE OWNER/ENGINEER MAY PROCEED FORTHWITH TO PLACE TRAFFIC CONTROL MEASURES TN PROPER CONDITION AND DEDUCT THE COST THEREOF FROM MONIES DUE OR BECOMING DUE THE CONTRACTOR. 3. NO PROVISION OF THIS SECTION SHALL BE CONSTRUED TO RELIEVE THE NO PROVISION OF THIS SECTION SHALL BE CONSTRUED TO RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PROVIDE JOBSITE SAFETY TO BOTH WORKMEN AND THE PUBLIC. 4. ACCESS TO ALL BUILDINGS, FACILITIES, EVENTS ETC. SHALL BE MAINTAINED AT ALL ACCESS TO ALL BUILDINGS, FACILITIES, EVENTS ETC. SHALL BE MAINTAINED AT ALL TIMES. THIS MAY REQUIRE PHASED TYPE OF CONSTRUCTION, FENCED PATHWAYS, WEEKEND/EVENING WORK, ETC. TO ACCOMMODATE, NAU STAFF, STUDENTS, AND THE GENERAL PUBLIC TO THE FULLEST EXTENT POSSIBLE. 5. THE CONTRACTOR SHALL WORK WITH NAU STAFF TO COORDINATE ACCESS, THE CONTRACTOR SHALL WORK WITH NAU STAFF TO COORDINATE ACCESS, CONSTRUCTION SCHEDULE, FENCING, TRAFFIC CONTROL, ETC. FOR SCHEDULED WORK.
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NEITHER THE PROFESSIONAL ACTIVITIES OF THE DESIGN PROFESSIONAL, NOR THE PRESENCE OF THE DESIGN PROFESSIONAL OR HIS OR HER EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. THE DESIGN PROFESSIONAL AND HIS OR HER PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO AGREES THAT THE CLIENT, THE DESIGN PROFESSIONAL AND THE DESIGN PROFESSIONAL'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONAL INSUREDS UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY.
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JOBSITE SAFETY
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EROSION CONTROL
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THE QUANTITIES SHOWN ABOVE FOR ASPHALT RECLAMATION AND OVERLAY ARE BASED ON THE TYPICAL SECTION FOR OVERLAY BELOW ALONG CENTRAL ROAD CENTERLINE FOR THE LIMITS SHOWN. THE QUANTITIES SHOWN ABOVE FOR DOUBLE CHIP SEAL ARE BASED ON SURVEY OF THE EXISTING EDGE OF PAVEMENT WITHIN THE LIMITS SHOWN. THE CONTRACT WILL BE PAID BASED UPON THESE QUANTITIES. BY SUBMITTING HIS BID, THE CONTRACTOR REPRESENTS THAT THE TOTAL CONTRACT SUM IS ADEQUATE COMPENSATION FOR COMPLETING THE ENTIRE PROJECT AS SHOWN ON THE PLANS.
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APPROXIMATE QUANTITIES
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ITEM
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PRIVATE IMPROVEMENTS
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QUANTITY
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CLEAR AND GRUB REMOVE PAVEMENT 4" AC ON 6" AB REMOVE CURB & GUTTER 6" VERTICAL CURB & GUTTER 6' VALLEY GUTTER REMOVE SLURRY ENCASEMENT 5' X 5' RIPRAP APRON V-DITCH CHANNEL CROSSWALK W/ STOP BAR
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1 LS 1,979 SY 1,979 SY 190 LF 190 LF 138 SF 1 LS 1 LS 1 LS 1 LS 1 LS
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FN:
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124 N. ELDEN ST. FLAGSTAFF, AZ 86001 PHONE: (928) 774-4636 FAX: (928) 774-4646
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WOODSON ENGINEERING AND SURVEYING, INC.
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SHEET NO.:
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AGENCY NO.:
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PROJECT NO.:
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DATE:
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VERT SCALE:
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CHECKED BY:
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DRAFTED BY:
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DESIGNED BY:
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ENGINEERING AND SURVEYING, INC.
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WOODSON
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PHONE: (928) 774-4636 FAX: (928) 774-4646
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FLAGSTAFF, AZ 86001
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124 N. ELDEN ST.
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REVISIONS:
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FN:
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A guide to getting underground
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facilities located
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before
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you dig
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Know what's
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below
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.
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Call
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before you dig.
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Call 811 or visit www.Arizona811.com
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5/20/20
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120776
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NORTHERN ARIZONA UNIVERSITY
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2020 STREETS PAVEMENT MAINTENANCE
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CONSTRUCTION PLANS
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JBG
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JBG
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MJ
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1" = 20'
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1" = 2'
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5/20/20
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120776
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2020 STREETS PAVEMENT
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MAINTENANCE
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OF 5
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NORTHERN ARIZONA UNIVERSITY
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REMOVE PAVEMENT 4" AC ON 6" AB ROAD STRIPING STOP BAR
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1,727 SY 1,920 SY 1 LS 1 LS
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JANES
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MICHAEL S.
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49111
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N/A
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N/A
WOODSON
E N G I N E E R I N G & S U R V E Y I N G1 2 4 N E L D E N S T , F L A G S T A F F , A Z 8 6 0 0 1
(928) 774-4636 | WWW.WOODSONENG.COM
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FN:
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124 N. ELDEN ST. FLAGSTAFF, AZ 86001 PHONE: (928) 774-4636 FAX: (928) 774-4646
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WOODSON ENGINEERING AND SURVEYING, INC.
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SHEET NO.:
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AGENCY NO.:
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PROJECT NO.:
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DATE:
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VERT SCALE:
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CHECKED BY:
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DRAFTED BY:
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DESIGNED BY:
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ENGINEERING AND SURVEYING, INC.
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WOODSON
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PHONE: (928) 774-4636 FAX: (928) 774-4646
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FLAGSTAFF, AZ 86001
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124 N. ELDEN ST.
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REVISIONS:
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FN:
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A guide to getting underground
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facilities located
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before
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you dig
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Know what's
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below
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.
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Call
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before you dig.
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Call 811 or visit www.Arizona811.com
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5/20/20
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120776
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NORTHERN ARIZONA UNIVERSITY
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2020 STREETS PAVEMENT MAINTENANCE
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CONSTRUCTION PLANS
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JBG
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JBG
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MJ
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1" = 20'
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1" = 2'
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5/20/20
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120776
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2020 STREETS PAVEMENT
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MAINTENANCE
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OF 5
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DETAILS
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3
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4" AC PAVEMENT
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6" ABC
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9"
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SCARIFY SUBGRADE TO 9" AND COMPACT TO 95% (SUBGRADE PREPARATION PER MAG SS 301)
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INSTALLED PER MAG SS 310 & 702
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INSTALLED PER MAG SS 321
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NOT TO SCALE
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FOR REMOVE & REPLACE
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TYPICAL PAVEMENT SECTION
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N/A
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NORTHERN ARIZONA UNIVERSITY
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1
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2.0 MAX
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1
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2.0 MAX
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TYPICAL SECTION
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EXISTING R/W VARIES
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R/W
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R/W
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C&G
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2'
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S/W
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5'
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VARIES
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EB TRAVEL LANE
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WB TRAVEL LANE
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VARIES
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L
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C
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& ROW
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ROADWAY
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2'
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EX CURB
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TO REMAIN
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VARIES
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NOT TO SCALE
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TYPICAL ROAD CROSS SECTION
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JANES
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MICHAEL S.
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49111
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N/A
WOODSON
E N G I N E E R I N G & S U R V E Y I N G1 2 4 N E L D E N S T , F L A G S T A F F , A Z 8 6 0 0 1
(928) 774-4636 | WWW.WOODSONENG.COM
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J
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J
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T
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INV=82.9
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CP #802
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CP #800
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CP #801
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PVC
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J
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J
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T
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INV=82.9
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CP #802
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CP #800
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CP #801
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PVC
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CP #800
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CP #801
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CP #802
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6886
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6887
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6886
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6888
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6892
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6893
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6885
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6884
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24" CMP
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INV=84.0
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LOW POINT
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6887.73
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HIGH POINT
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MATCH EXISTING
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N/A
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FN:
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124 N. ELDEN ST. FLAGSTAFF, AZ 86001 PHONE: (928) 774-4636 FAX: (928) 774-4646
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WOODSON ENGINEERING AND SURVEYING, INC.
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SHEET NO.:
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AGENCY NO.:
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PROJECT NO.:
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DATE:
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VERT SCALE:
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HOR SCALE:
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CHECKED BY:
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DESIGNED BY:
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ENGINEERING AND SURVEYING, INC.
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WOODSON
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PHONE: (928) 774-4636 FAX: (928) 774-4646
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FLAGSTAFF, AZ 86001
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124 N. ELDEN ST.
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REVISIONS:
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FN:
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A guide to getting underground
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facilities located
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before
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you dig
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Know what's
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below
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.
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Call
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before you dig.
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Call 811 or visit www.Arizona811.com
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5/20/20
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120776
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NORTHERN ARIZONA UNIVERSITY
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2020 STREETS PAVEMENT MAINTENANCE
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CONSTRUCTION PLANS
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JBG
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JBG
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MJ
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1" = 20'
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1" = 2'
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5/20/20
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120776
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2020 STREETS PAVEMENT
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MAINTENANCE
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OF 5
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NORTHERN ARIZONA UNIVERSITY
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4
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STREET PLANS
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1" = 20'
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HUFFER LANE
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0
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SCALE: 1" = 20'
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10
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20
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40
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CONTOUR INTERVAL:
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'
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N
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1
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PROPOSED GRADE AT CENTERLINE
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EXISTING GRADE AT CENTERLINE
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PROPOSED GRADE AT CENTERLINE
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EXISTING GRADE AT CENTERLINE
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5' CURB OPENING
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E PINE KNOLL
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CONSTRUCTION NOTES
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CLEAR & GRUB PER MAG SS 201.
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100
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SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER PER MAG SS 350.
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103
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SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND SOIL MATERIAL PER MAG SS 350 AND 336. SCARIFY SUBGRADE TO 9" DEPTH AND COMPACT TO 95%. DISPOSE OF MATERIAL OFFSITE AT AN APPROVED LOCATION.
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104
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110
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REMOVE AND REPLACE EXISTING ROCK BOULDERS.
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200
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ASPHALT CONCRETE AND AGGREGATE BASE COURSE PER MAG SS 310 & 321. TYPICAL PAVEMENT SECTION 1 PER DETAIL ON SHEET 3. PER DETAIL ON SHEET 3.PER DETAIL ON SHEET 3.
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210
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6" (TYPE "A") VERTICAL CURB AND GUTTER PER MAG SD 220, MODIFIED TO PLACE 3" AB UNDER ALL CURB. UNDER ALL CURB.UNDER ALL CURB.
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213
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CURB TERMINATION PER MAG SD 222.
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214
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6' VALLEY GUTTER PER MAG SD 240.
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227
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REMOVE AND DISPOSE TOP LAYER OF SLURRY ENCASEMENT TO PROVIDE FOR NEW GRADES. TACK COAT TOP OF SLURRY PRIOR TO NEW ASPHALT PLACEMENT.
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506
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INSTALL RIPRAP (STONE D50=6", STONE DEPTH=12") PER THE DIMENSIONS SHOWN ON THESE PLANS.
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509
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CONSTRUCT V-DITCH (3:1 SIDE SLOPES, 1' MIN DEPTH) PER THE LOCATION SHOWN ON THESE PLANS.
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617
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INSTALL WHITE STRIPING FOR CROSSWALK PER NAU STANDARDS..
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618
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INSTALL NEW STOP BAR PER NAU STANDARDS.
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** WARNING ** CONTRACTOR TO VERIFY UNDERGROUND ELECTRICAL DEPTH
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HUFFER LANE PAVING
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GIS DATA PROVIDED BY NAU, 2016. FIELD TOPOGRAPHY AND BOUNDARY SURVEY INFORMATION USED TO PREPARE THIS DRAWING WERE MADE BY WOODSON ENGINEERING & SURVEYING, INC. IN MARCH 2020. SEE PAVEMENT SECTION DETAILS ON SHEET 3. ALL ELEVATIONS SHOWN ON THE PLANS ARE FINISHED SURFACE ELEVATIONS (EXCEPT AS NOTED). THE INFORMATION ON THESE CONSTRUCTION PLANS CONCERNING THE TYPE, SIZE, AND LOCATION OF UTILITIES HAS BEEN SHOWN BASED ON THE BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES, IN PLACE, UNLESS OTHERWISE NOTED OR SPECIFIED.
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GENERAL NOTES
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GENERAL NOTES
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±1% SLOPE
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JANES
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MICHAEL S.
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49111
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R=2'
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R=2'
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MATCH EXISTING END NEW C&G STA=14+50.00
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MATCH EXISTING BEGIN NEW C&G STA=12+50.00
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D/W
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D/W
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VALLEY GUTTER
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RIPRAP L=5' W=5'
WOODSON
E N G I N E E R I N G & S U R V E Y I N G1 2 4 N E L D E N S T , F L A G S T A F F , A Z 8 6 0 0 1
(928) 774-4636 | WWW.WOODSONENG.COM
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SCALE: 1" = 20'
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FN:
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124 N. ELDEN ST. FLAGSTAFF, AZ 86001 PHONE: (928) 774-4636 FAX: (928) 774-4646
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WOODSON ENGINEERING AND SURVEYING, INC.
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SHEET NO.:
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AGENCY NO.:
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PROJECT NO.:
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DATE:
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VERT SCALE:
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HOR SCALE:
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CHECKED BY:
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DRAFTED BY:
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DESIGNED BY:
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ENGINEERING AND SURVEYING, INC.
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WOODSON
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PHONE: (928) 774-4636 FAX: (928) 774-4646
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FLAGSTAFF, AZ 86001
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124 N. ELDEN ST.
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REVISIONS:
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FN:
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A guide to getting underground
AutoCAD SHX Text
facilities located
AutoCAD SHX Text
before
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you dig
AutoCAD SHX Text
Know what's
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below
AutoCAD SHX Text
.
AutoCAD SHX Text
Call
AutoCAD SHX Text
before you dig.
AutoCAD SHX Text
Call 811 or visit www.Arizona811.com
AutoCAD SHX Text
5/20/20
AutoCAD SHX Text
120776
AutoCAD SHX Text
NORTHERN ARIZONA UNIVERSITY
AutoCAD SHX Text
2020 STREETS PAVEMENT MAINTENANCE
AutoCAD SHX Text
CONSTRUCTION PLANS
AutoCAD SHX Text
JBG
AutoCAD SHX Text
JBG
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MJ
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1" = 20'
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1" = 2'
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5/20/20
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120776
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2020 STREETS PAVEMENT
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MAINTENANCE
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OF 5
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NORTHERN ARIZONA UNIVERSITY
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5
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STREET PLANS
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SAN RANSICO STREET
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P38
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P33
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PROTECT BOLLARD IN PLACE
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CONSTRUCTION NOTES
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SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND SOIL MATERIAL PER MAG SS 350 AND 336. SCARIFY SUBGRADE TO 9" DEPTH AND COMPACT TO 95%. DISPOSE OF MATERIAL OFFSITE AT AN APPROVED LOCATION.
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104
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200
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ASPHALT CONCRETE AND AGGREGATE BASE COURSE PER MAG SS 310 & 321. TYPICAL PAVEMENT SECTION 1 PER DETAIL ON SHEET 3. PER DETAIL ON SHEET 3.PER DETAIL ON SHEET 3.
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600
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DOUBLE YELLOW 4" STRIPE, 6" APART FOR CENTERLINE OF ROAD PER ADOT STANDARD SPECIFICATIONS SECTION 708.
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616
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4" YELLOW CROSS HATCH TO MATCH EXISTING OR PER NAU STANDARDS.
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618
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INSTALL NEW STOP BAR PER NAU STANDARDS.
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0
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SCALE: 1" = 20'
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10
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20
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40
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CONTOUR INTERVAL:
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'
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N
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1
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ROTC BUILDING
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** NOTE ** NOTE ** NEW PAVEMENT TO MAINTAIN EXISTING GRADES AND SLOPES.
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EX SAWCUT LINE
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EX SAWCUT LINE
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ROTC PAVING
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GIS DATA PROVIDED BY NAU, 2016. FIELD TOPOGRAPHY AND BOUNDARY SURVEY INFORMATION USED TO PREPARE THIS DRAWING WERE MADE BY WOODSON ENGINEERING & SURVEYING, INC. IN MARCH 2020. SEE PAVEMENT SECTION DETAILS ON SHEET 3. ALL ELEVATIONS SHOWN ON THE PLANS ARE FINISHED SURFACE ELEVATIONS (EXCEPT AS NOTED). THE INFORMATION ON THESE CONSTRUCTION PLANS CONCERNING THE TYPE, SIZE, AND LOCATION OF UTILITIES HAS BEEN SHOWN BASED ON THE BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES, IN PLACE, UNLESS OTHERWISE NOTED OR SPECIFIED.
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GENERAL NOTES
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GENERAL NOTES
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EX EDGE OF PAVEMENT
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JANES
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MICHAEL S.
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49111
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N/A
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R=100'