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GENERAL NOTES COST OF THE WORK. VERTICAL) AT CONNECTIONS SO ALL EXISTING INFRASTRUCTURE. THIS
<br /> 5. INITIATE REHABILITATION OF ALL DISTURBED AREAS IN A MANNER THAT RESULTS INFORMATION SHALL BE COLLECTED AND SUBMITTED SO THE ENGINEER FOR
<br /> SAFETY AND SECURITY IN SIMILAR OR BETTER THAN PRE-WORK CONDITIONS. SCARIFY COMPACTED REVIEW PRIOR TO FABRICATION AND/OR PRIOR TO INSTALLATION OF ANY NEW
<br /> 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY AREAS, SUCH AS ACCESS ROADS, STREAM CROSSING, STAGING AND STOCKPILE FACILITIES SHOWN ON THESE CONTRACT PLANS. THE ENGINEER SHALL DETERMINE
<br /> INCLUDING, BUT NOT LIMITED TO EXCAVATION, TRENCHING, SHORING, TRAFFIC AREAS, AT THE DIRECTION OF THE ENGINEER OR ECOLOGIST. IF ANY MINOR MODIFICATIONS TO THE NEW FACILITIES SHOWN ON THE CONTRACT
<br /> CONTROL, AND SECURITY. 6. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY CONSTRUCTION FACILITIES PLANS ARE NECESSARY SUCH AS HORIZONTAL AND VERTICAL ADJUSTMENTS. .
<br /> 2. EXISTING FACILITIES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED IN SUCH AS HAUL ROADS, WORK AREAS, STRUCTURES, FOUNDATIONS OF
<br /> PLACE OR REMOVED IN KIND, AS APPROVED BY THE OWNER AND ENGINEER. THE TEMPORARY STRUCTURES, STOCKPILES OF EXCESS WASTE MATERIALS, OR ANY TREE PROTECTION, PRESERVATION, AND SALVAGE
<br /> CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING STABLE EXCAVATIONS AND OTHER VESTIGES OF CONSTRUCTION AS DIRECTED BY THE ENGINEER.
<br /> TEMPORARY SLOPES AND FOR SATISFYING ALL APPLICABLE OSHA, FEDERAL, 1. THE WORK SHALL BE DONE IN A MANNER THAT PRESERVES EXISTING TREES
<br /> STATE, AND LOCAL REGULATIONS. TEMPORARY EXCAVATIONS SHALL PROVIDE, Ai (INCLUDING SEEDLINGS) AND SHRUBS IN THEIR PRESENT LOCATION SO THE
<br /> A MINIMUM, THE TRENCH DIMENSIONS AND CLEARANCES SHOWN ON PLANS OR IN UTILITIES MAXIMUM EXTENT POSSIBLE. PRIOR TO BEGINNING CONSTRUCTION, THE
<br /> SPECIFICATIONS. 1. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING UTILITY LOCATES A MINIMUM CONTRACTOR WILL COMPLETE A SITE WALK WITH THE ENGINEER SO REVIEW
<br /> 3. TEMPORARY CONSTRUCTION SLOPES SHALL BE SLOPED, SHORED, SHEETED, OF 48 HOURS PRIOR TO ANY EXCAVATIONS. CONTACT THE UTILITY NOTIFICATION TREES AND SHRUBS APPROVED FOR REMOVAL. ALL REMOVED TREES AND
<br /> AND/OR BRACED IN ACCORDANCE WITH STABILITY REQUIREMENTS AND CENTER OF COLORADO AT TOLL FREE 811. SHRUBS SHALL BE HAULED OFF-SITE UNLESS IDENTIFIED SO BE STOCKPILED FOR
<br /> APPLICABLE REGULATIONS, AND SHALL BE NO STEEPER THAN THE SLOPES 2. THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND USE ON-SITE BY THE ENGINEER/OWNER.
<br /> SHOWN OR SPECIFIED WITHOUT THE APPROVAL OF THE ENGINEER. ANY SUCH UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS, UNLESS 2.BEFORE BEGINNING OPERATIONS NEAR TREES, PROTECT TREES (USING ORANGE
<br /> APPROVALS BY THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR FROM SOLE OTHERWISE NOTED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCTION FENCE) THAT MAY POSSIBLY BE DEFACED, BRUISED, INJURED, OR
<br /> RESPONSIBILITY FOR PROVIDING STABLE EXCAVATIONS AND TEMPORARY SLOPES. VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES WITHIN OTHERWISE DAMAGED BY THE CONSTRUCTION EQUIPMENT, DUMPING, OR OTHER
<br /> THE CONSTRUCTION LIMITS BEFORE COMMENCING WORK. THE CONTRACTOR SHALL OPERATIONS. REPAIRING DAMAGE TO TREES, OR TREE REPLACEMENT, WILL BE
<br /> CONTRACT DOCUMENTS AND REQUIREMENTS COOPERATE WITH COMPANIES TRYING TO COORDINATE THE RELOCATION EFFORT. THE RESPONSIBILITY OF THE CONTRACTOR.
<br /> 1. EXCEPT WHERE OTHERWISE PROVIDED FOR IN THESE PLANS AND SPECIFICATIONS, LINES NOT RELOCATED SHALL BE PROTECTED IN PLACE BY THE CONTRACTOR. 3.MATURE STANDS OF VEGETATION TO BE PROTECTED SHALL BE FENCED WITH
<br /> REFER TO THE CURRENT VERSION OF THE MHFD STANDARD SPECIFICATIONS. 3. LOCATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR ORANGE CONSTRUCTION FENCING. INDIVIDUAL MATURE TREES SO BE PROTECTED
<br /> 2. THE CONTRACTOR SHALL HAVE(1) SIGNED COPY OF THE APPROVED PLANS, ONE PRIOR TO ACTUAL CONSTRUCTION. LOCATION OF UNDERGROUND UTILITIES HAS WILL BE FLAGGED BY ENGINEER/OWNER.
<br /> (1) COPY OF THE APPROPRIATE PROJECT SPECIFICATIONS, INCLUDING THE MHFD NOT BEEN INDEPENDENTLY VERIFIED BY THE ENGINEER. THE CONTRACTOR SHALL 4.WHERE EQUIPMENT ACCESS RESULTS IN DAMAGE i0 THE INTEGRITY OF
<br /> STANDARD SPECIFICATIONS, AND A COPY OF ANY REQUIRED PERMITS Ai THE IMMEDIATELY NOTIFY THE ENGINEER OF ANY POTENTIAL CONFLICTS WITH UTILITIES INDIVIDUAL TREES OR STREAM SIDE WOODY VEGETATION, EFFORT SHALL BE MADE
<br /> JOB SITE AT ALL TIMES. ENCOUNTERED DURING CONSTRUCTION. TO PRUNE ALL DAMAGED VEGETATION IN A MANNER MOST LIKELY SO ENSURE
<br /> 3. IN THE EVENT OF A CONFLICT, THE ORDER OF PRECEDENCE SHALL BE AS 4. THE CONTRACTOR SHALL NOTE THAT ALL UTILITIES MAY NOT APPEAR ON THESE CONTINUED VIABILITY AND RECOVERY OF INDIVIDUAL PLANTS.
<br /> FOLLOWS: (1) PERMIT CONDITIONS, (2) PROJECT SPECIFICATIONS, (3) PLANS.
<br /> CONSTRUCTION PLANSET. 5.EXISTING BANK NOT IDENTIFIED FOR GRADING (INCLUDING VERTICAL BANKS)
<br /> 4. THE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR SHALL BE PROTECTED 'AS IS' FOR HABITAT PURPOSES. M
<br /> PERMITTING N
<br /> DESCRIPTION OF MATERIALS REFERRED TO BY SIZE, CLASS, TYPE, DESCRIPTION, ON-SITE MATERIALS N
<br /> OR OTHERWISE SPECIFIED ON THE DRAWINGS. 1. SHE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMITS, 1. TOPSOIL PRESENT WITHIN THE GRADING EXTENTS SHALL BE STRIPPED AND
<br /> 5. NO FIELD FIT CHANGES SHALL BE MADE WITHOUT THE ENGINEER BEING PRESENT LICENSES, FEES, AND BONDS THAT ARE NECESSARY AS REQUIRED THE LOCAL STOCKPILED TO AN APPROVED ON-SITE AREA. IT SHALL BE REDISTRIBUTED IN 0
<br /> ON-SITE AND WITHOUT CONCURRENCE OF THE OWNER. OSAK DOES NOT TAKE JURISDICTION OR OTHER AGENCIES REQUIRED TO CONSTRUCT THE PROJECT N
<br /> 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND SATISFYING THE THE GRADING AREA AT THE ENGINEER'S DIRECTION (WITH AMENDMENTS AS
<br /> RESPONSIBILITY FOR TRUCMODI ION WIT OF THESE PLANS A DESIGN CHANGES THAT REQUIREMENTS OF ANY APPLICABLE PERMITS PERTAINING TO WATER AND REQUIRED) TO THE FINAL GRADES SHOWN IN THE PLANS. N
<br /> OCCUR DURING CONSTRUCTION WITHOUT PRIOR APPROVAL THE ENGINEER. EROSION CONTROL. 2. TREES AND SHRUBS NOT DEEMED VIABLE FOR LIVE SALVAGE, SHALL BE -0
<br /> 6. SHE CONTRACTOR SHALL CONFINE ALL WORK TO SHE CONSTRUCTION LIMITS SHOWN ON THE PLANS AND DETAILED IN THE CONTRACT DOCUMENTS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL PERMIT STOCKPILED FOR USE ON-SITE UNLESS OTHERWISE IDENTIFIED BY THE E
<br /> 7. THE CONTRACTOR SHALL VERIFY ALL SCALES PRIOR TO USING THE PLANS. CONDITIONS, LAWS ORDINANCES, CODES AND/OR REGULATIONS APPLICABLE FOR ENGINEER/OWNER FOR REMOVAL AND HAULED OFF-SITE.
<br /> 8. ALL GRADES SHOWN ARE FINISHED GRADES, UNLESS OTHERWISE NOTED ON THE PROJECT IMPLEMENTATION. 3.COARSE EXISTING STREAM BED SUBSTRATE (E.G. GRAVEL OR COBBLE) SHALL BE 0
<br /> DRAWINGS. 4. THE CONTRACTOR SHALL HANDLE AND DISPOSE OF SOLID WASTE IN SUCH A SALVAGED DURING EXCAVATION AND STOCKPILED FOR LATER REUSE. z
<br /> 9. DIMENSION AND NOTATIONS SUPERSEDE SCALE OF THE DRAWINGS MANNER THAT WILL PREVENT CONTAMINATION OF THE ENVIRONMENT. PLACE
<br /> 10.SHE WORK WiLL TAKE PLACE IN AND AROUND A STREAM, WHICH IS SUBJECT TO SOLID WASTE IN CONTAINERS THAT ARE EMPTIED ON A REGULAR SCHEDULE. FINISH WORK Z
<br /> PERIODIC FLOODING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TRANSPORT ALL SOLID WASTE OFF SITE AND DISPOSE WASTE IN COMPLIANCE 1. WHERE ACCESS TO THE STREAM RESULTS IN DAMAGE TO EXISTING STREAM 0
<br /> CONTROL OF SURFACE AND SUBSURFACE WATER DURING THE COURSE OF THE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. STORE CHEMICAL WASTE BANKS SUCH AS BANK SLUMPING OR CRACKING, REASONABLE EFFORTS SHALL U)
<br /> WORK. ANY DAMAGE TO THE WORK RESULTING FROM SURFACE FLOWS, BASE AWAY FROM THE WORK AREAS IN CORROSION RESISTANT CONTAINERS AND BE MADE, WITH THE DIRECTION OF THE ENGINEER, TO REPAIR THE DAMAGE w
<br /> FLOWS, OR FLOOD FLOWS SHALL BE CORRECTED BY THE CONTRACTOR AT THE DISPOSE OF WASTE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL FOLLOWING COMPLETION OF WORK Ai THAT PARTICULAR SITE. REASONABLE Q
<br /> CONTRACTOR'S SOLE COST. REQUIREMENTS. EFFORT INCLUDES LOCALE RE-CONTOURING SLUMPED BANKS PLACEMENT J
<br /> 11.CONSSRUCTON OF THE PROPOSED WORK WILL TAKE PLACE WITHIN THE CHANNEL 5. ALL DEBRIS AND EXCESS MATERIAL SHALL BE DISPOSED OF OUTSIDE OF EROSION BLANKET/FABRIC, AND PLANTING OF WILLOW STAKES. Q
<br /> AND WATER CONTROL MEASURES MAY BE REQUIRED. THE CONTRACTOR SHALL BE WATERBODIES, WETLAND, OR FLOODPLAIN AREA, WITH THE EXCEPTION OF EXPORT 2.IF THE CONTRACTOR DAMAGES ANY EXISTING SITE OR PUBLIC AMENITIES Z
<br /> RESPONSIBLE FOR THE ACCEPTANCE AND CONTROL OF DRAINAGE WATER FROM MATERIAL APPROPRIATE FOR DISPOSAL, AS NOTED IN DRAWINGS.
<br /> AREAS ADJACENT TO THE CREEK AND ITS TRIBUTARIES INCLUDING STORMWATER (PAVEMENTS, CURBS, CURB AND GUTTER, SOD, TREES, FENCES, ETC.) OUTSIDE LL
<br /> OUTFALLS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ESTABLISHING OR WITHIN THE EASEMENTS OR CONSTRUCTION LIMITS, THE CONTRACTOR SHALL
<br /> MEANS AND METHODS OF GROUND AND SURFACE WATER CONTROL APPROPRIATE SURVEYING, TOPOGRAPHIC DATA AND RIGHT-OF-WAY REMOVE AND REPAIR SUCH TO THE SATISFACTION OF THE INDIVIDUAL PROPERTY
<br /> FOR THIS CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE 1. PARCEL, RIGHT OF WAY AND EASEMENT INFORMATION IS APPROXIMATE AND OWNERS AT THE CONTRACTOR'S SOLE COST.
<br /> E SHOULD BE VERIFIED PRIOR TO WORK. CONSTRUCTION IS ONLY ALLOWED ON
<br /> PROJECT DRAWINGS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE 3.FOR ALL SITE GRADING, SMOOTH, ROUNDED TRANSITIONS SHALL BE MADE
<br /> AND LOCAL REGULATIONS AND ALL PERMITS. PARCELS WITH OWNERSHIP APPROVAL. BETWEEN CHANGES IN SLOPE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
<br /> 12.UNAUTHORIZED CHANGES AND USES: THE ENGINEER WHO PREPARED THESE 2. EXISTING GRADES, LINES, AND ANY EXISTING VERTICAL DATA ARE APPROVED AS 4. TO THE GREATEST EXTENT PRACTICAL, THE INSTREAM STRUCTURES SHALL BE
<br /> PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES SO THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY ALL CONSTRUCTED OF ROUNDED MATERIALS THAT ARE REPRESENTATIVE OF THE
<br /> OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS AND SPECIFICATIONS EXISTING GRADES AND NOTIFY THE ENGINEER OF ANY SUBSTANTIAL VARIATIONS NATIVE MATERIAL.
<br /> MUST BE IN WRITING AND MUST BE APPROVED BY THE OWNER AND THE PRIOR TO INSTALLATION OF A STRUCTURE AND CONFORMANCE WITH THE 5.IF DRILL SEEDING, GRADED FLOODPLAIN AREAS SHALL BE SCARIFIED WITH
<br /> PREPARER OF THESE PLANS. GRADES/ELEVATIONS. EXCAVATOR TEETH, REVEGETATED IN ACCORDANCE WITH THE REVEGETATION
<br /> 3. ACTUAL FEATURES COULD VARY AND THE CONTRACTOR SHALL VERIFY SITE PLAN.
<br /> STAGING, ACCESS, AND TRAFFIC CONTROL CONDITIONS BEFORE THE START OF WORK. CONTRACTOR MUST VERIFY OR
<br /> 1. THE CONTRACTOR SHALL SUBMIT AN ACCESS CONTROL PLAN AND PEDESTRIAN RE-ESTABLISH CONTROL PRIOR TO START OF CONSTRUCTION. REVIEW AND INSPECTIONS:
<br /> TRAFFIC CONTROL PLAN, AS NEEDED, FOR REVIEW AND APPROVAL BY THE 4. SURVEY WAS PERFORMED BY BOULDER LAND CONSULTANTS IN NOVEMBER OF 1. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT i0 INSPECTION BY THE DO�/
<br /> LOCAL JURISDICTION PRIOR TO THE START OF CONSTRUCTION. 2021 AND NOVEMBER OF 2022. THE SURVEY COLLECTED ARE NAD 1983(NSRS A
<br /> 2. THE EXACT LIMITS OF THE CONTRACTOR'S PARKING AND STAGING AREA FOR 2011) COLORADO NORTH ZONE, STATE PLANE COORDINATES BASED LOCALLY ON OWNER, SHE ENGINEER AND/ORACCEPT
<br /> THEIR REPRESENTATIVES. THE PROJECT OWNER O�1^ CFI
<br /> RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND
<br /> MATERIAL STOCKPILING, OFFICE TRAILERS, AND PARKING FOR PUBLIC SHALL BE NGS MONUMENT"Q 136 PID LL0263 (NAVD88 ELEV=4767.82'). WORKMANSHIP THAT DOES NOT CONFORM SO ITS STANDARDS AND O�;•��pN�Ro•• `rF`
<br /> SUBMITTED BY THE CONTRACTOR FOR THE REVIEW AND APPROVAL BY THE 5. THE CONTRACTOR SHALL PRESERVE, AND IF DISTURBED, RELOCATE, OR REPLACE SPECIFICATIONS SHOWN IN THE CONTRACT DOCUMENTS.
<br /> ENGINEER AND OWNER'S REPRESENTATIVE AND LAND OWNER. SURVEY POINTS, INCLUDING PROPERTY BOUNDARY CORNERS, LAND CORNERS, 2.ALL STRUCTURES SHALL BE CONSTRUCTED IN DEWATERED CONDITIONS UNLESS ; -4-
<br /> 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN RANGE POINTS, AND SURVEY CONTROL MARKERS AND BENCHMARKS. IF OTHERWISE NOTED IN THE CONTRACT DOCUMENTS. GROUNDWATER SHALL BE •U 4388 - z•
<br /> ACCORDANCE WITH MHFD STANDARD SPECIFICATIONS. TRAFFIC CONTROL SHALL REQUIRED, ALL PROPERTY BOUNDARY CORNERS SHALL BE PLACED BY A MAINTAINED A MINIMUM OF iW0 (2) FEET BELOW THE LOWEST POINT OF
<br /> MEET THE SPECIFIC NEEDS OF THE LAND OWNER(S) FOR MAINTAINING COLORADO PROFESSIONAL LAND SURVEYOR (PLS). EXCAVATION FOR ANY GIVEN STRUCTURE.
<br /> OPERATIONS ON THEIR PROPERTY. 6. THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SURVEYING. IT IS 3.PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL
<br /> 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN-UP OF ANY TRASH RECOMMENDED THAT THE CONTRACTOR MAINTAIN A SURVEY GRADE GPS UNIT MEET WITH THE OWNER'S REPRESENTATIVE AND RECORD NOTES OF EXISTINGOR
<br /> TTHEMUD ON THE CONTRACTORSITES ALOLRREDSTORENACCESSTS AS A AREAS AND SULT ACCEOSS ROADS TOTION. ONSITE WITH THE THEIR LOCATIONS LLOADEDESIGN GRADES,FOR REFERENCE.
<br /> CONTROL POINTS, AND FEATURE CONDOCUMITIONS OF THE ENT NT EXISTINGCIONDITIONS.ENT PHOSO ANDTY, AND VDEO LOGSESS ARERREQUIREDIS IS FOR TO `S�ONAI.��G\
<br /> ORIGINAL GRADES AND CONDITIONS. THE COST SO RESTORE THESE AREAS SHALL 7, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION (HORIZONTAL AND PERMIT ISSUANCE PRIOR TO MOBILIZATION.
<br /> NOT BE MEASURED AND PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE
<br /> Print Date: Nov 29, 2023 Sheet Revisions POUDRE PONDS BANK STABILIZATION PROJECT Project No./Code
<br /> File Name: General Notes.dwg Date: Comments Init. cr,�>r Otak Z��/
<br /> � �-t No Revisions: GENERAL NOTES 20119e
<br /> Greeley Revised: Designer: CR Structure
<br /> Detailer: KM Numbers
<br /> Void: Sheet Subset: Subset Sheets: Sheet Number G3
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