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I � � __- __ 32.50� sinciNc aken I �� .. .....,. .. �i I 12"(6"MIN) _ � O � CMP � � � CONCRETE VALLEY PAN � r n O M 2%INVERTEDCROWN � `J W \ �Z�4•�� \ � ihceapezaidolticzign .o�vlHside9�olearyPia�lr � 2.�' \ /� SPECIFICATIONS AND GENERAL NOTES ``�''"P'°,>''"� °'°'°b�°°d'„�'° ' \ �--- �� apocorp6�as'�mpa.o es: nnnbl�ha�gNgres. � h hyh I'eff+ �y�F d'b oppi - -f« � ,� - _ REVISIONS: � 1. ALL CONSTRUCTION TO CONFORM TO CITY OF BOZEMAN REQUIREMENTS AND THE MONTANA PUBLIC WORKS STANDARD SPEGFICATIONS � h sl rc�d o �� .�d bkh glrg�� '� ' - . - ,. � (MPWSS),SIXTH EDITION,AND THE GTY OF BELGRADE MODIFICATIONS TO MPWSS. �,�y o,:d�{�,�;� .. . ;,�„mo�,,,,tt � � , ' �_/ N0. DESCRIPTION DATE U 2. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS,LINES,AND GRADES PRIOR TO CONSTRUCTION. m-r a�<o. �i � � - r�y<,no�d v. r� 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES. . 4. THE ENGINEER SHALL BE NOTIRED AT LEAST TWO DAYS PRIOR TO BEGINNING CONSTRUCTION. ' �� 12"(6"MIN.)CMP. 5. A PRE-CONSTRUCTION MEETMG SHALL BE SCHE�ULED BY THE CONTRACTOR AN�TEAM PRIOR TO COMMENCING CONSTRUCTION.THE CITY OF I ' WCLUDE PRE-FAB BOZEMAN SHALL ATTEN�IF APPLICABLE. -��'�J�-�� , . SLOPE IN PIPE 6. SHOP/FABRICATION DRAW WGS FOR ALL INSTALLED CONSTRUCTION MATERIALS SHALL BE SUBMITTED TO THE ENG WEER FOR REVIEW PRIOR TO _ - � '� � -� � � � CONCRETE CONSTRUCTION. � _ .- . 7. FINISHED GRA�ING,SLOPES,AND TIE-IN FOR NEW DRIVEWAV TO BE CONFIRMED BY OTHERS PRIOR TO CONSTRUCTION. F��' 8. �ESIGN ASSUMES HEATED GARAGE AN�DRIVEWAY TO PREVENT FREEZING AN�POTENTIAL ISSUES WITH DRIVEWAY�RAINAGE SYSTEM. - 9. DRY WELL AND LATERAL PIPES TO CONNECT TO NATNE SANDY GRAVEL SOILS FOR DRAINAGE. I F�� NOTES�LOT DRAIN TO BE CONTECH PRE-FABRICATE�SYSTEM OR APPROVED EQUIVALENT. 10. AN EMERGENCY SUMP PUMP MAY BE NECESSARY OR REQUIRED. PRE-FABRICATED CHANNEL OR TRENCH DRAIN MAY TO BE USED PER APPROVAL BY TEAM. 11. ACTUAL STAIRISTEP HEIGHTS AND NUMBERS TO BE CONFIRMED WITH ARCHITECT PRIOR TO CONSTRUCTION. t��: .� aRodeci: 2o-n-ia 12. WINDOW WELL COVERS TO BE INSTALLED FOR SAFETY. � - ,i� 2. SLOT DRAIN OR TRENCH DRAIN MAY HAVE LONG LEAD TIMES.CONTRACTOR TO ORDER LAYOUT: 204GP 13. EMERGENCY OVERFLOW DAYLIGHT PIPE TO BE INSTALLED IF ALLOWED BY GTY OF BOZEMAN AND IF GRADES ALLOW PER CONTRACTOR. i MATERIALS ACCORDINGLY. SURVEVED: TDH o � l \ 3. CONCRETE ENCASED CMP SHALL MAINTAIN A MINIMUM OF 2"CONCRETE BELOW THE PIPE DESIGN: GF ��-�.��_�' � '-_.- AND 6"ON THE SIDES. CONCRETE TO BE POURED FLUSH WITH THE TOP OF THE PIPE. DRAFT: EDI E ' - ' 4. CONTRACTION JOINT SPACING AT CMP HUGGER BANDS AND AT 5'MINIMUM. APPfiOVE: ... - 5. ENSURE POSITNE DRAINAGE TO THE SLOT DRAIN MLET THROUGHTOUT THE DRIVEWAY. DnTE: ; AUGUST 14,2023 � SLOTTED DRAIN (CONTECH) � SLOTTED DRAIN (CONTECH) N�- To S�A�E � �� •O