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<br /> H - NG E 1/4 CORNER SECTION 5
<br /> D �\ �\ FOUNDMINUMAPCoAL ? OUODOO , . LT0.5 BELOW ASPHALT
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<br /> EXST. ACCESS RD. 1 II `
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<br /> ��' ACCESS EASEMENT 0�e:_ K-MART ACCESS RD.
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<br /> LEGEND: // �� oo, ' [
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<br /> NEW 8' SIDEWALK � 1
<br /> I0 30 60 90 Q� 1 1
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<br /> _ - - - - - - - _ EXST. 8' SIDEWALK 1 i
<br /> 24' UTILTY & ACCESS o / DIRVE-UP ISLANDS FOR 1 i i
<br /> EASEMENT �• I 4 ATM, AND TELLERS I N
<br /> GENERAL NOTES: p p' ,�`` 51 2' I I
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<br /> 1. All vertical elevations must be field verified prior to construction. �/ EXST. CURB & GUTTER II
<br /> �I 63.3 ~ I
<br /> 2. See Drainage Plan and Report for existing and proposed elevations. I La w U. I 1 -
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<br /> 3. The contractor shall verify locations of all property lines, easements and ,- w w I ,
<br /> existing utilities. Report findings to the Engineer prior to construction. It ,? k A w1 I
<br /> is the intent to show all property lines, easements, existing utilities and EASEMENT LINE 1 l W o I a v _„
<br /> underground structures, however, it shall be the contractors responsibility to ,n z I �� r,
<br /> satisfy himself/herself that all existing utilities and other items, whether r I \ I o Q1 1 N x z )
<br /> shown on these drawings or not, have been properly located. - - • - • - PROPERTY LINE ( o -
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<br /> 4. The Contractor is responsible for protectingall existingitems, utilities, = ```
<br /> P - NEW CURB ac - °�1 I
<br /> or structures. The contractor shall contact utility owners or make exploratory 9 I 1 t0 ci i 4.5 0 > I • `)
<br /> excavations as necessary and as noted on the plans to determine the exact _ NEW VERT. CURB w - % �- TI
<br /> II _ 6,i
<br /> location of underground utilities and structures, and the limits and character I o p 55.0 ��
<br /> of soil and/or rock. he itemtem well requiresrelocation,
<br /> of ni the to Contractor
<br /> itemalland shall I a I l 1 r - - O =I F- + 1Inotify the owner oftapproachR12.l�_ ! 85' ` x 0 be responsible for making all arrangements with the item owner for relocation I �--20.4' b t of the item. 1 at_ r ^l
<br /> 15 UTILITY EASEMENT I
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<br /> 5. The Contractor shall restore all damaged areas to their original condition. I O NEW BANK O c
<br /> All excess materials and spoil shall become the property of the Contractor and _
<br /> shall be disposed of by the Contractor at an offsite location. Proposed Access Drive BUILDING I �/�
<br /> R10.0' 24' ACCESS EASEMENT 24.0 19.0 V 1
<br /> 6. Utility locations shown are approximate at best. It is specifically the •
<br /> Contractors responsibility to call for locations and field locate all utilities ---w-----_--_-- 1...e --► -10.0'
<br /> that may conflict with this project as to both line and grade (This includes ‘ 85' -�- 91 .1 '- -* .e
<br /> traffic signal wires, manholes, water valve boxes, surveymonuments, gas, J I -
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<br /> cable television, etc.) , 21 .0 I
<br /> electric, telephone, � � I � ,
<br /> 7. If ground water is encountered during construction it is the responsibility 1_6x
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<br /> of the contractor to provide sufficient pumping apparatus. 1 I � b
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<br /> vw, of 6.0-�- � • , (I.) \ )
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<br /> 8. All construction to conform to the City of Louisville Standards and 1 -]11 ' \5_, 11 ' ic 9.0' J 13
<br /> Specifications. ai
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<br /> 9. Report all discrepancies to the design engineer or architect immediately. 1
<br /> I '``0 E �-5.5' N Cip10. The Contractor shall obtain all required permits prior to construction. > > I 5.0'-►I_� • ��I1...1
<br /> �- Z 9.4 " 1 9.0'
<br /> 11. Water shall be used as a dust palliative where required. I A w 10 o
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<br /> 12. A sanitary facility is required for this project during construction. N a, 2 , I!
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<br /> 13. The Contractor shall be responsible for all traffic control within the I I Q 95.0' ��. I I
<br /> I EXST SERVICE I R- o - ,- 4 y ,
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<br /> project limits in accordance with the manual on Uniform Traffic Control - 1 ¢ �- I I I ii,c,,,,,,:L �sDevices. I rn S T A T I ❑ N �*- +' vii 6.0 24' DRIVE �'S� I .
<br /> IS14. The Contractor shall at all times conduct his operations within 0 S.H.A. �' w I X w149.23' I�
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<br /> Standards and Ina manner which ensures the safety of the public and all the �j x w a • -, I ry= k
<br /> workers on site. w 3 / t
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<br /> PROVIDE NEW HANDICAPPED L t
<br /> ACCESS RAMP PER SHEET 72 \ :%
<br /> OF CITY STD. I \��
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<br /> TY ST UTILITY & DRAINAGE EASEMENT I \�� l� ��
<br /> -EXST ACCESS--RAMPS 4 ��
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<br /> 15' UTILITY EASEMENT it
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<br /> 65.0 EXST. ACCESS RAMPS
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<br /> RW L60'
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<br /> South Boulder Road cCounty Rd. N . 60 ) I'
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<br />, ...... r__________________.,,_.______;_.;_....„,.....:.-........„,„,?...„,_______'`!====================''---========================',./
<br /> II
<br /> SE Cor. Sec. 5
<br /> T.1 S. R.69W.
<br /> 1 5/8" Brass Cap i
<br /> • In Water Valve Box
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<br /> REV10 11 .AN 5/6/94 CITY COMMENTS OF 5IONS/3/94 AC KLAM ASSOCIATES , INC .
<br /> DESIGN: JFM PROJ. NO. 4120 SCALE: AS NOTED fAz
<br /> P.O. Box 795 - 1001 East Bridge Street DETAIL: ELK BOOK: FILE NO. 5-1N9-3LL
<br /> C1 III
<br /> Brighton, Colorado 80601
<br /> 303-659-8546 CHECK: CEA PAGE: DATE: 2/28/94 ' - - .
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