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HomeMy WebLinkAboutC-111 UTILITY DETAILSC - 1 1 1 U T I L I T Y D E T A I L S P r o j e c t N u m b e r : D r a w n B y : R e v i e w e d B y : A p p r o v e d B y : I s s u e D a t e 2 2 0 0 . 0 4 5 C J F M G H M G H B o z e m a n P u b l i c S a f e t y C e n t e r C l i e n t N a m e ThinkOne Architects101 E Main St. Studio 1Bozeman, MT, 59715T: 406-586-7020 ArchitectM E P E n g i n e e r Associate Architect L a n d s c a p e A r c h i t e c t I n f o r m a t i o n T e c h n o l o g y Ci v i l E n g i n e e r S e a l 2 2 0 0 . 0 4 5 A c o u s t i c a l E n g i n e e r TCA Architecture + Planning6211 Roosevelt Way NeSeattle, WA 58115T: 206-522-3830 Ass o c i a t e d C o n s t r u c t i o n E n g i n e e r i n g I n c . 12 N B r o a d w a y Bel g r a d e , M T , 5 9 7 1 4 T: 4 0 6 - 3 8 8 - 3 3 2 0 Mor r i s o n - M a i e r l e , I n c . 288 0 T e c h n o l o g y B l v d . Boz e m a n , M T 5 9 7 1 5 T: 4 0 6 - 5 8 7 - 0 7 2 1 D e s i g n 5 L a n d s c a p e A r c h i t e c t u r e 3 7 E M a i n S t B o z e m a n , M T , 5 9 7 1 5 T : 4 0 6 - 5 8 7 - 4 8 7 3 B C E R E n g i n e e r i n g 1 0 8 0 7 N e w A l l e g i a n c e D r . , S u i t e 4 0 0 C o l o r a d o S p r i n g s , C O 8 0 9 2 1 T : 7 1 9 - 5 3 3 - 1 1 1 2 B i g S k y A c o u s t i c s P O B O X 2 7 H e l e n a , M T 5 9 6 2 4 T : 4 0 6 - 4 5 7 - 0 4 0 7 F I R M A D D R E S S C I T Y , S T A T E , Z I P T : x x x - x x x - x x x x F : x x x - x x x - x x x x I n t e r i o r F u r n i s h i n g s C i t y o f B o z e m a n 1 2 1 N R o u s e A v e . B o z e m a n , M T 5 9 7 1 5 T : 4 0 6 - 5 8 2 - 2 3 0 0 F : 4 0 6 - 5 8 2 - 2 3 0 1 B O Z E M A N M T AndersonMasonDale Architects, P.C.3198 Speer BoulevardDenver, CO 80211T: 303-294-9448 Associate ArchitectStructural EngineerMorrison-Maierle, Inc.2880 Technology Blvd.Bozeman, MT 59715T: 406-587-0721 S I T E P L A N A P P L I C A T I O N D E C E M B E R 1 7 , 2 0 1 9 engineers surveyors planners scientists MorrisonMaierleN:\2200\045\ACAD\CIVIL\SHEETS\C-111_UTILITY DETAILS.DWG December 16, 2019 48" DRY WELL SCALE: N.T.S.NOTES:1.EXCAVATE BASE AREA TO M I M I N U M DIMENSIONS PER PLAN, CE N T E R E D O N THE DRY WELL. PLACE NON - W O V E N GEOTEXTILE FABRIC IN THE B O T T O M A N D SIDES OF THE EXCAVATION, A N D I N S T A L L THE DRY WELL. BACKFILL W I T H ¾ ” T O 3 ” CRUSHED, WASHED ANGUL A R S T O N E T O 18” BELOW FINISHED GRADE . R O C K F I L L SHALL BE FULLY WRAPPED I N G E O T E X T I L E ON BOTTOM, SIDES AND TO P W I T H 1 2 ” MINIMUM OVERLAP.2.NON-WOVEN GEOTEXTILE F A B R I C F O R DRY WELL SHALL BE GEOTE X 6 0 1 A S MANUFACTURED BY PROPE X GEOSYNTHETICS AND SUPP L I E D B Y ROSCOE STEEL, OR ENGINE E R - A P P R O V E D EQUAL.3.DRY WELL SHALL BE 48” DIA M E T E R CONCRETE WITH FLAT TOP A N D S L O T T E D BARREL SECTIONS AS MAN U F A C T U R E D B Y ANDERSON PRECAST & SUP P L Y , O R ENGINEER-APPROVED EQU A L . B A S E S L A B SHALL HAVE 36” TO 48” DIAM E T E R OPENING THROUGH THE CE N T E R . ELEV. PER PLANSIDE VIEW TOP VIEW 4'11" MIN.4'4'36" DIA. HOLE 10"BASE 48" DIA.3" TALL X 12" WIDE SLOTS 4ROWS OF 3 EACH FOR TOTALOF 12.FRAME AND SOLID COVER WITHLOCKING LID, PER CITY OFBOZEMAN DESIGN STANDARDSPRE-CASTCONCRETESECTIONSSTEPS4" MIN.GRAVELBEDDINGNON-WOVEN GEOTEXTILE, ONUNCOMPACTED, SCARIFIED NATIVE SOIL DRY W E L L BOTTOM OF DR Y W E L L EXCAVATION. LI M I T S A N D ELEV. PER PLAN ( S E E N O T E 1 ) C L E A N O U T B O X S C A L E : N . T . S . 9 0 1 N . R O U S E A V E . & 3 0 0 E . O A K S T . ,