HomeMy WebLinkAbout002 - C1.1_Legend & Notes LEGEND w
UTILITY NOTES: STANDARD SPECIAL PROVISIONS: PROPOSED EXISTING Q
1 . The Contractor shall be responsible for all permits, licenses and fees required for completion of this project unless specifically Q
1 . The Contractor shall notify appropriate personnel for utility locations and notice of construction commencement at least two noted otherwise. � �O STORM MANHOLE
business days prior to proceeding with the Work. Before Contractor proceeds with the Work, a common locate service (One Call) is 2.The Contractor shall provide the Owner with a 24 hour phone number of a party responsible and capable of immediate local � � STORM INLET
available at 1- . All Underground Facilities may not be located by the One Call service including but not limited to such response to emergency maintenance for the duration of the Work. Contractor shall provide the name of the responsible party
Underground Facilities as irrigation systems, public and private water and sewer systems, etc. � 0 STORM INLET
and phone number in writing prior to proceeding with the Work.
2. The information and data shown or indicated in the Drawings with respect to existing Underground Facilities at or contiguous to the 3. Unless noted otherwise, the contractor shall be responsible for any necessary traffic control on and off-site including obtaining any 0 p STORM DOUBLE INLET
Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including applicable permits.
Owner, or by others. Unless it is otherwise noted: � Q FLARED END SECTION
4. Material stockpiled along the project route shall be done so in a manner that does not affect public safety and is in a neat and
a. Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or date; and orderly fashion. � DOWNSPOUT-ABOVE GROUND
b. The cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: 5.The Contractor shall be responsible for disposing of all waste and excess materials such as, but not limited to: vegetation, trees, AG �
i. Reviewing and checking all such information and data, brush, asphalt, concrete, sub-grade soils, etc., offsite in accordance with local, state and federal laws. The Owner reserves � DOWNSPOUT- UNDER GROUND
ii. Locating all Underground Facilities shown or indicated in the Drawings, z Z
the right to request certain waste materials to be stockpiled at a location on-site. O Oo SANITARY MANHOLE
iii. Coordination of the Work with the owners of such Underground Facilities, including Owner, during construction, and � O
6.The Contractor will be responsible to adhere to the MDEQ or EPA approved Storm Water Pollution Prevention Plan (SWPPP), if SANITARY/STORM CLEANOUT �
iv. The safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. applicable to the project. The contractor is responsible for repairing any damage made to BMPs identified in the SWPPP. ❑� �° � a
c. At least 2 business days before beginning any excavation, the Contractor shall, according to MCA 69-4-501 , notify all The approved Storm Water Pollution Prevention Plan will be provided by Owner to Contractor upon written request. If a � UNKNOWN MANHOLE � �
owners of underground facilities and coordinate the Work with the owners of such underground facilities. The information SWPPP has not been prepared for the project, but is required by regulation, the Contractor is responsible for preparing and �J,J
shown or indicated in the Drawings with respect to existing underground facilities is based on information and data N Da WATER VALVE U
submitting a Notice of Intent and SWPPP. � (n
obtained from the owners of the facilities without field exploration, and as such, Owner and Engineer are not responsible for 7.The Contractor will be required to make every effort to immediately restore the construction area once the construction task is Da POST INDICATOR VALVE w
the accuracy or completeness of such information or data. P�v p
completed. All seeding shall be completed in accordance with MPWSS 02910. This includes such required activities as finish
3. The Contractor shall support and protect all exposed utilities in conformance with the utility owner's standards. � � HYDRANT
grading, spreading of topsoil, restoring irrigation, replacing traffic and street signs, etc. The contractor will have 48 hours to
4. All utility services shall be constructed per the International Plumbing Code, Local Jurisdictional policy, and the service provider begin restoration once the construction task in the immediate area is complete. Once restoration is begun, it must be � OO WELL
standards and specifications. completed without interruption to the extent possible.
5. All utility work shall be completed before paving. �s SPRINKLER HEAD
8.After all work on this project is completed and before final acceptance of the project, the entire project shall be neatly finished to
the lines, grades, and cross sections shown on the plans and as hereinafter specified. � SPRINKLER BOX
a. Drainage facilities, such as inlets, catch basins, storm pipe, culverts, and curb and gutter shall be cleaned of all � � WATER METER
SUBMITTALS, QUALITY CONTROL & ASSURANCE, INSPECTIONS, AND TESTING: debris, grave�, silts or other foreign material.
b. The Contractor shall remove and dispose of all construction stakes. �9E WATER SERVICE
1 . Contractor shall comply with Summary of Work, Section 01010, MPWSS. c. All areas disturbed by the construction shall be shaped to present a uniform appearance blending into the contour � � POWER POLE
2. Contractor shall comply with Project Coordination, Section 01041 , MPWSS. of adjacent properties. All surface replacement and landscaping shall be completed. �
3. Contractor shall com I with Field En ineerin Section 01050 MPWSS. Re lace Part 1 .1 .A with d. Exce t as otherwise ermitted, all excess excavated materials shall be dis osed of awa from the site of the work. POWER POLE W/ LIGHT z
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"Notify Engineer of required survey work at least 5 days before starting work. e. Broken concrete and other debris resulting from pavement or sidewalk removal, excavated rock in excess of the � POWER POLE W/ METER
4. Contractor shall comply with Submittals, Section 01300, MPWSS. amount permitted, and other waste and debris encountered in excavated work, and other similar waste materials
5. Contractor shall comply with the Contractor Quality Control and Owner Quality Assurance, shall be disposed of away from the site. � GUY WIRE
Section 01400 MPWSS. There will be no separate measurement or payment for cleanup, and all costs for such work shall be included in the Contract o GUY POLE
6. Contractor shall comply with Contract Closeout, Section 01700, MPWSS. Price.
7. Contractor shall comply with all Density Control Testing, Part 1 .3, for Sub Base Course, Section 02234 MPWSS. This does not 9. No on-site burning of waste materials will be allowed. QE �E ELECTRIC MANHOLE �
exclude any other requirements of Section 02234 MPWSS. 10. If a street has not been surtaced and cleaned, the Contractor shall be responsible for dust control and maintenance of the 0 � ELECTRIC PEDESTAUTRANSFORMER ° �
8. Contractor shall comply with all Density Control Testing, Part 1 .3, and Materials Submittals, Part 1 .4, for Crushed Base Course, street. Also, if detours are made on a gravel road, the Contractor is responsible for dust control and maintenance on the � o
Section 02235 MPWSS. This does not exclude any other requirements of Section 02235 MPWSS. detours. See "Air Quality" below also. � 0 ELECTRIC METER � �
9. Contractor shall comply with Pavement and Material Testing Requirements, Part 3.29, for Asphalt Concrete Pavement, Section 11 . Daily street sweeping shall be completed on both ends of each street during construction. Unpaved detours or any other � �
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02510 MPWSS. This does not exclude any other requirements of Section 02510 MPWSS. fugitive dust emission sources from construction and demolition should be watered and/or chemically stabilized so emissions a �
10.Contractor shall complete trench excavation and backfill in accordance with Section 02221 MPWSS. This includes backfill for storm are less than 20% opacity. � �T TELEPHONE MANHOLE
drainage infrastructure. �T �T TELEPHONE PEDESTAL
11 .The Contractor shall coordinate with Engineer to obtain samples of trench backfill material to be used on-site. This includes backfill GENERAL CONDITIONS OF CONSTRUCTION: C� ❑C CABLE TV PEDESTAL
for storm drainage infrastructure.
12.Contractor will be responsible for coordination with a material testing company of the Owner's selection to complete compaction 1 . The Standard General Conditions of the Contract prepared by the Engineers Joint Contract Documents Committee (Copyright �u �u UTILITY MANHOLE
testing of trench backfill. Coordination includes updating appropriate personnel employed by the material testing company every 2007), as included in Montana Public Works Standard Specifications, are herein referred to as the General Conditions within these �
work day as to progress of work so adequate testing can be completed. Drawings. Copies of the General Conditions will be provided to Contractor upon written request to Engineer. UTILITY MARKER
13.The Contractor will be required to prepare a set of detailed as-built drawings to be presented to the Engineer at the completion of 2. Wherever used in these Drawings, the terms, whether printed with initial capital letters or not, as listed in the Standard General �H H H ❑H H H HANDHOLE (SINGLE/ DOUBLE)
the project. The as-built drawings shall be updated daily and reviewed weekly by the Project Engineer. As-built drawings shall Conditions of the Construction Contract (General Conditions), Article 1 - Definitions and Terminology, prepared by the Engineers o �
include, but not limited to location/de ths of existin utilities encountered durin com letin the Work and location/de ths of � � GAS VALVE W ,�
p g g p g p Joint Contract Documents Committee (Copyright 2007) will have the meanings indicated, which are applicable to both the singular � �
installed infrastructure completed as part of the Work. Installed infrastructure includes culverts, ponds, storm drainage systems, and plural thereof, except as follows: ❑� ❑� GAS METER � �
catch basins, dry-well sumps, storm manholes, swales, ditches, dry utilities (gas, power, phone, etc.), and road and pedestrian a. The Contract Documents shall mean the Drawings as shown in these plans and any applicable referenced standards, W �
❑A AIR CONDITIONING UNIT z z
features such as handicap ramps, sidewalks, roads, curb and gutter, etc. specifications, or laws. ° N Q
b. The Contract Price shall mean the moneys payable by Owner to Contractor for completion of the Work in accordance with � � LIGHT POLE M � w
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CONSTRUCTION NOTES: the ,4greement. � VAPOR LIGHT � � m
c. The Contract Times shall mean the number of days or the dates stated in the Agreement to complete the Work so that it is
ready for final payment. If no such dates are established, the Contract Time shall be 120 days to complete the Work. O O LIGHT JUNCTION BOX
1 . All Work shall be in accordance with the Montana Public Works Standard Specifications (MPWSS), Sixth Edition, dated April 2010, d. Effective Date of the Agreement shall have the meaning as listed in the General Conditions, Article 1 . If no such Agreement � TRAFFIC SIGNAL
Local Jurisdictional Standards, Special Provisions, and Contract Documents. exists, the Effective Date of the Agreement shall be the day the Contractor proceeds with the Work.
2. Contractor shall comply with Construction and Temporary Facilities, Section 01500, MPWSS. 3. By proceeding with the Work as shown on these Drawings, the Contractor makes the following representations: � TRAFFIC CANTILEVER
3. Contractor shall comply with Construction Traffic Control, Section 01570, MPWSS. a. Contractor has examined and carefully studied the Drawings and other related data. � TRAFFIC SIGNAL CONTROLLER
4. For road plan and profile sheets, the stationing and elevations provided are for finished grade at centerline of road, unless noted b. Contractor is familiar with and is satisfied as to all federal, state and local laws and Regulations that may affect cost,
otherwise. progress, perFormance and furnishing of the Work. P MAIL BOX
5. For proposed pipe installations (culverts, storm drains, irrigation, etc.), the stationing is from centerline of pipe and elevations are c. Contractor has visited the site and become familiar with and is satisfied as to the general, local and Site conditions that may T� �� SIGN
from invert of pipe, unless noted otherwise. affect cost, progress, performance or furnishing of the Work.
6. Elevations shown on the Drawings are to finished surface grade unless otherwise indicated. d. Contractor acknowledges that Owner and Engineer do not assume responsibility for the accuracy or completeness of �- FLAGPOLE
7. Elevations for curb and gutter are for top back of curb, unless otherwise indicated. Elevations provided at curb lay downs are for information and data shown or indicated in the Drawings with respect to Underground Facilities at or contiguous to the site. SURVEY BOUNDARY
the "projected" top back of curb, as though the specified curb was being installed through the lay down. This allows the contractor e. Contractor has obtained and carefully studied (or assumes responsibility for having done so) all such additional �
to set his curb string line or forms based on the elevations shown on the plans, and then cut out the extra concrete for the lay down. PROPERTY LINE z
supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface,
8. All material furnished on or for this project shall meet the minimum requirements of the approving agencies or as set forth herein, subsurFace and Underground Facilities) at or contiguous to the site or otherwise, which may affect cost, progress, - - CENTERLINE -
whichever is more restrictive. performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and Q Q �
9. If more than one acre will be disturbed during construction the contractor is responsible to notify DEQ or submit Storm Water • • ••••••••••••••••••••••••••••••• HISTORICAL LINE -AS NOTED
procedures of construction to be employed by Contractor including applying the specific means, methods, techniques, J z w
Pollution Prevention Permit (SWPPP) to DEQ prior to construction. sequences and procedures of construction, if any, expressly required by the Drawings to be employed by the Contractor, - - - - - - - - - _ _ _ - - EASEMENT LINE - � F-
and safety precautions and programs incident thereto. S E C T I O N L I N E � O
C O N S T R U C T I O N S T A K I N G: f. Contractor is aware of the general nature of work to be performed by Owner and others at the site that relates to the Work. m z
g. Contractor has given Engineer written notice of all conflicts, errors, ambiguities or discrepancies that Contractor has - - - - R.O.W. LINE w � z
1 . Contractor is responsible for all construction staking. discovered in the Drawings and the written resolution thereof by Engineer is acceptable to Contractor. SETBACK LINE � ,�x
2. IMEG will provide AutoCAD drawing to selected contractor after an electronic release for is provided and set up to 5 control h. The Drawings are generally sufficient to indicate and convey understanding of all terms and conditions for pertormance and U W
points. furnishing of the Work. � < � < FORCE MAIN - z
GRADING NOTES: 4. In resolving disputes resulting from conflicts, errors or discrepancies, the order of precedence shall be as follows, as applicable to ��� � � � SANITARY SEWER � Q 7�
this project: Written agreement between owner and contractor, specifications, Drawings. Within the Specifications, the order of LL
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0 o precedence is as follows, as applicable to this project: Addenda/Change Orders, Contractor's Bid, Special Provisions, Instructions �-�=��� STORM SEWER � w
1 . All ramps shall be sloped @ 12:1 max (8.33/0) with a cross slope less than 2/0. to Bidders, Supplemental General Conditions, Notice Inviting Bids, General Conditions, Technical Specifications, Referenced w
2. Square cut all asphalt. �c �c - COMBINATION SANITARY/STORM SEWER I�
Standard Specifications. With reference to the Drawings, the order of precedence is as follows, as applicable to this project: �
3. Contractor shall protect all adjacent improvements (buildings, roadways, fences, ditches, parking lots, utilities, sidewalks, curbs, Figures govern over scaled dimensions, Detail drawings govern over general drawings, Addenda/Change Order drawings govern " " " " " " PIPE UNDERDRAIN w O w
� gutter, park recreation improvements, trees, etc.) from damage and erosion. All disturbed areas shall be restored to their original m
over contract drawings contract drawings govern over standard drawings contract drawings govern over shop drawings. J
condition. ' ' W W w w WATER LINE
� 5. If Contractor believes that any subsurFace or physical condition at or contiguous to the Site that
w 4. Compact subgrade and gravel cushion to 95% proctor density or per geotechnical engineering report, whichever provides a greater a. is uncovered or revealed either is of such a nature as to require a change in the Drawings; or -OE OE -oE oE OVERHEAD ELECTRIC �
= level of compaction. �
N b. differs materially from that shown or indicated in the Drawings; or
� c. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in E E E E UNDERGROUND ELECTRIC
owork of the character provided in the drawings; G G G G GAS LINE
�� ABBREVIATIONS: then Contractor shall promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or
� BC BACK OF CURB MUTCD MANUAL ON UNIFORM TRAFFIC performing any Work in connection therewith (except in an emergency), notify Owner and Engineer in writing about such condition. -N N -TV TV TELEVISION LINE
�� BP BEGINNING POINT CONTROL DEVICES Contractor shall not further disturb such condition or perForm any Work in connection therewith (except as aforesaid) until receipt T T T T TELEPHONE LINE
o BSW BACK OF SIDEWALK NWE NORTHWESTERN ENERGY of written order to do so.
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.� � ) 6. Section 2.06 of the General Conditions is hereby incorporated into these Drawings. IMEG PI"OJ@Ct NO:
� CMP CORRUGATED METAL PIPE PRC POINT OF REVERSE CURVATURE UTILITY LINE
� 7. Section 3.03.A.2 of the General Conditions is hereby incorporated into these Drawings. -UT UT -uT uT 24006341 .��
ELEV ELEVATION PC POINT OF CURVATURE
0 8. Section 3.05 of the General Conditions is hereby incorporated into these Drawings.
� EP ENDING POINT ••• EDGE OF WATER LINE/DITCH FLOWLINE
N PT POINT OF TANGENT 9. Section 3.06 of the General Conditions is hereby incorporated into these Drawings. FIIe Nafl"le:
� (E) EXISTING PVI POINT OF VERTICAL INTERSECTION 10. Section 4.05 of the General Conditions is hereb incor orated into these Drawin s. ^ ^ CHAIN LINK FENCE
� FFEL FINISHED FLOOR ELEVATION R RADIUS y p g 24006341.00_C1.0_CoverSheet.dwg
� FG FINISHED GRADE 11 . Section 6.01 , 6.02.A, and 6.03 of the General Conditions are hereby incorporated into these Drawings. x x WIRE FENCE
/ ROW RIGHT OF WAY C COPYRIGHT 2025
� FL FLOWLINE 12. Substitutes and "Or-Equals" items are subject to the provisions of the General Conditions, Section 6.05. �
,,.� SF SQUARE FOOT ALL RIGHTS RESERVED
� HP HIGH POINT SIM SIMILAR 13. Section 6.13 of the General Conditions is hereby incorporated into these Drawings, except that Section 6.13.D shall be replaced O ❑ ❑ ❑ WOOD FENCE
� � I.E. INVERT ELEVATION STA STATION with the following sentence. � � � / SILT FENCE Field Book No:
�, � INV INVERT STD STANDARD DRAWING Contractor's duties and responsibility for safety and for protection of the Work shall continue until such time as all the Work
o/ GUARD RAIL
N Z LD LAYDOWN SW SIDEWALK is completed and Engineer and Owner, as applicable to the Work, have accepted that the work is complete. DraWn By: MJH
� � LF LINEAR FOOT TBC TOP BACK OF CURB 14. Section 6.1 1 6.14 6.15 6.16 6.18 6.19 6.20, and 6.21 of the General Conditions are hereb incor orated into these Drawin s.
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N w MAX MAXIMUM TOA TOP OF ASPHALT 15. Article 9 - En ineer's Status Durin Construction of the General Conditions is hereb incor orated into these Drawin s exce t as
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,�/ MIN MINIMUM TOC TOP OF CONCRETE follows:
N o ME MATCH EXISTING TYP TYPICAL a. Delete the last sentence of Section 9.05.A. ��� ��� TRACKS Date: 01/02/2025
� M.E.P. MECHANICAL ELECTRICAL & PLUMBING U.N.O. UNLESS NOTED OTHERWISE
"�o MPOC MID POINT OF CURVE WSD WATER STANDARD DRAWING b. Delete Section 9.06, 9.07, 9.08.B, 9.08.C, and 9.09.D.
,,0 16. Section 10.02 of the General Conditions is hereby incorporated into these Drawings. FLOOD PLAIN
^% I.C. INVERTED CROWN TOW ELEVATION OF GRADE AT TOP OF WALL ' ' � � ■ �
� N G.B. GRADE BREAK BOW ELEVATION OF GRADE AT BOTTOM OF WALL 17. Article 13 - Tests and Inspections, Correction, Removal or Acceptance of Defective Work of the General Conditions is hereby FLOODWAY
T� GRT ELEVATION OF GRATED INLET incorporated into these Drawings.
� o - - CONSTRUCTION LIMITS
�% TOPOGRAPHIC FEATURE AS NOTED Sheet 2 Of H
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