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Home My WebLink About03--C1.0 Site Plan _____________ ` , _________________--_____________________________--______________________________--______________________________--___=====r—J LEGEND—EXISTING � LEGEND—PROPOSED SUBJECTPROPERTVBOUNDARV � �� M w w w w w w w w w w w w w w_ EDGE OF ASPHALT W ------- RIGHT-0E-WAV 3 WEST OLIVE STREET � °°"°RETES'°E`""`" �RECORD WIDTH 60�� HEATEDCONCRETE LOTLINE / / / / EMERIOR BUILDING WALL �G M PROPOSED BUILDING � N so so so so so so so so so so so so � CONCRETESIDEWALK WWWWGMGROUP.COM 0 o — RETAINING WALL 3 � --------- EDGE OF ASPHALT o � �SD STORM DRAIN PIPE(6"SOLID H�PE) _________________ CURB EXISTING 3/4' � � STORMWATER WFlLTRATION CHAMBER " . r � � � � �—rr— -�� r � _� � � � � � � r � - _ ______________— Eo�EOF�RA�E� pRELIMINARY w` 'WATERSERVICE � � � —� T � TRENCHDRAIN(SLOTDRAIN) � TO BE REPLAGED wl 1"SERVIGE. w WATER MAIN 3 N g . � .��- � Q snNooi�sEvnanTOR s snNirnRvsEwERMniN PLOTTED: 8/10/23 , ----- _____ _____ _ _--_ _____ --'�� aooFORniNoowNsaour SAVED: 8/10/23 . ---- ----- -- -- - --- � ---- ---- -------- ---- ry — � _ ___.__ ____ ___ � ___--. .-.____ ___ ___ __ ___ ___ STORMDRAINLINE _ -____ _____ _ __ ___ ; . - ___ __ so i� � � , ;,:,h, �� y��,�- FINAL STAIR HEIGHT D -'- . 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W F L � IGHT ND ROOFDOWNSPOUT 'F'' ii � 129' _ __ to � � �i - NUM TOB VERIFIE � W/SPLASHBLOGK,TVP. ------___ �� C2.0 GRADINGPLAN 0 20 .y. � � _ ��I PRIO TOCONS RUCTI� I ..... . . ..� I i 4" I�I i R LACE 3l '4VATER 7 SER ICEwl1"S RVICE li r � y y i � C3.0 DETAILSANDPROFILES SCnLE-FEET V � ` ii �♦14.4'♦—��♦ � I TOPOGRAPHICSURVEY(TD&H) � WATER SEFY�/IGE �� y � i W w r _ s I I' I' � � I _ _ __J i �l'. W— W ENTRANCE,APPROX. �. .e � �� —.. . .e �, J � „ N �� , , , �� . ,,, ,., ---- ,,, �� ' —�----� —�— --�-- -- � --- -- — -- � 3� �� o � , � �� , . .. �� 3 � „ �.� , < a T . . _.— , :—— — — — —- —_._._._.— _�� a a , • � • J Q. ,SURFAGEPARKING-MATERIALSTORAGE/ I/ � NOTES: I 1 I � W � I I '� .:�i �. � '.�-� � .,. . �:� ' � ?- _ STAGING AREA._ � � 1. CONTRACTOR TO USE CONTECH CHAMBERMAXX OR APPROVED EQUIVALENT. �� ;�.: � .. -'-a_.� . . ii �� . . -� �. .'. r, i� �'�i �, � � �. . °. � . . 'a --�-- , � . ' �„- � A . '�', '-� �� I � �" � ' I . II I p. FREE DRAINING ANGULAR WASHED STONE a"-2"[19-51]PARTICLE SIZE. � � O � COMPACT TO MIN.90%STANDARD DENSIN PER AASHTO T99. � 3. INSTALL CHAMBERS PER MANUFACTURER'S SPECIFICATIONS. �/'► O M V J LLI 12"DIA.(MIN)ACCESS RISEF2 FOR - MAINTENANCE AND INSPECTION, PER MANUFACTURER SPECIFICATIONS AND GENERAL NOTES RE��5�oN5: NON-WOVEN � 1. ALL CONSTRUCTION TO CONFORM TO CITY OF BOZEMAN REQUIREMENTS AND THE MONTANA PUBLIC GEOTEXTILE N0. DESCRIPTION DATE U WORKS STANDARD SPECIFICATIONS(MPWSS),SIXTH EDITION,AND THE CIN OF BELGRADE MODIFlCATIONS TO MPWSS. 96"MAX. 2 CONTRACTOR SHALL FIELD VERIFY ELEVATIONS,LINES,AND GRADES PRIOR TO CONSTRUCTION. PIPE ENTERS CHAMBER 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES. 4. THE ENGINEER SHALL BE NOTIFIED AT LEAST TWO DAYS PRIOR TO BEGINNING CONSTRUCTION. �MIN. 5. A PRE-CONSTRUCTION MEETING SHALL BE SCHE�ULE�BY THE CONTRACTOR AN�TEAM PRIOR TO COMMENCING CONSTRUCTION.THE CIN OF BOZEMAN SHALL ATTEND IF APPLICABLE r� '>� 18"MIN. 6. SHOP/FABRICATION DRAW WGS FOR ALL INSTALLED CONSTRUCTION MATERIALS SHALL BE 1`�� 30" SUBMITTE�TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. SUITABILITY OF SUBGRADE - ��'=-'� 7. FINISHED GRA�ING,SLOPES,AND TIE-IN FOR NEW DRIVEWAY TO BE CONFIRMED BY OTHERS PRIOR TO BE VERIFIED BY � d TOCONSTRUCTION. GEOTECHNICALENGWEER �`�� °�' 8. DESIGN ASSUMES HEATED GARAGE AND DRIVEWAY TO PREVENT FREEZING AND POTENTIAL ISSUES PROJECL 20-11-14 N WITH�RIVEWAY DRAINAGE SYSTEM. OPTIONAL NON-WOVEN � LnYOUT: 204SP i 9. �RY WELL AN�LATERAL PIPES TO CONNECT TO NATIVE SANDY GRAVEL SOILS FOR DRAINAGE GEOTEXTILE TO PREVENT i2"MiN. SURVEveo: mH 30^ (T�P) DESIGN: GF � 10. AN EMERGENCY SUMP PUMP MAY BE NECESSARY OR REQUIRED. SOIL MIGRATION DRAFT: EDI � 11. ACTUAL STAIR/STEP HEIGHTS AND NUMBERS TO BE CONFIRMED WITH ARCHITECT PRIOR TO qppRpyE; __ E CONSTRUCTION. INSTALL SCOUR PROTECTION DATE: ; 12. OILIWATER SEPARATOR TO BE INSTALLE�PER CITY REQUIREMENTS AN�PER ARCHITECT,IF ROCK AT PIPE INLET AUGUST 14�LO�� REQUIRED. 14. EMERGE CYOVERFLOWDAYLIGHTPIPE�TO ESNSTALLEDIFALLOWEDBYCITYOFBOZEMANAN�IF � CHAMBERMAXX INFILTRATION CHAMBER GRA�ES ALLOW PER CONTRACTOR. � V01 TO SCALE w w � �