2004-07-13_REVISION - m1994113 (3)

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4l c U a g 0) 0 3, a c T3 m rn m r N 0 N O N O O Y O m U GENERAL NO TES 1. NOTES GIVEN HERE SHALL APPLY TO ALL SHEETS. 2. INSTALLATION OF NEW IMPROVEMENTS, INCLUDING MATERIALS, CONSTRUCTION, AND TESTING, SHALL BE IN STRICT ACCORDANCE WITH THE LATEST STANDARDS AND REQUIREMENTS ADOPTED BY THE ENTITY OR AGENCY ACCEPTING THE IMPROVEMENTS. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL STANDARDS AND REQUIREMENTS PRIOR TO CONSTRUCTION, AND SHALL BE SOLELY RESPONSIBLE FOR ENSURING THAT ALL NEW IMPROVEMENTS ARE IN COMPLIANCE. 3. UNLESS OTHERWISE AGREED TO BY THE PROJECT OWNER, THE CONTRACTOR SHALL WARRANTY ALL WORK IN ACCORDANCE WITH THE WARRANTY SPECIFIED BY THE ENTITY OR AGENCY ACCEPTING THE IMPROVEMENTS. 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE ENCOUNTERED WHICH ARE DIFFERENT THAN AS SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF SITE CONDITIONS WARRANT A CHANGE IN DESIGN FROM THAT SHOWN ON THESE DRAWINGS. 5. PRIOR TO BEGINNING INSTALLATION OF NEW UNDERGROUND UTILITIES SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL EXCAVATE (POTHOLE) EXISTING UTILITIES AT ALL CROSSING POINTS TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES TO ENSURE THAT THE CROSSING CAN BE MADE AS SHOWN ON THESE' DRAWINGS. 6. SUBSURFACE INFORMATION IS NOT SHOWN ON THESE DRAWINGS. IT IS THE BIDDER'S /CONTRACTORS RESPONSIBILITY TO INQUIRE OF THE ENGINEER AND /OR PROJECT OWNER IF SUBSURFACE INFORMATION IS AVAILABLE, AND TO MAKE ARRANGEMENTS TO REVIEW SAME PRIOR TO BIDDING, AND TO MAKE HIS OWN DETERMINATION AS' TO ALL SUBSURFACE CONDITIONS. 7. THE TYPE AND LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE TYPE AND LOCATION Of' EXISTING UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CALL THE LOCAL UTILITY LOCATION CENTER TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES AT LEAST 48 HOURS BEFORE EXCAVATION. 8. NO CONSTRUCTION WORK SHALL BE PERFORMED OUTSIDE OF THE PROJECT OWNER'S PROPERTY BOUNDARY EXCEPT WITHIN CONSTRUCTION EASEMENTS, PERPETUAL EASEMENTS, AND RIGHT-OF-WAY SHOWN ON THESE DRAWINGS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN LEGAL PERMISSION TO OCCUPY PROPERTY OTHER THAN THE PROJECT SITE IF THE CONTRACTOR DETERMINES THAT ACCESS IS REQUIRED. 9. ALL ROAD CUTS AND CONSTRUCTION ACTIVITIES WITHIN EXISTING ROAD RIGHTS -OF -WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AGENCY CONTROLLING THE RIGHT -OF -WAY. 10. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL FOR ALL CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OBTAINING NECESSARY PERMITS AND PREPARING AND IMPLEMENTING A TRAFFIC CONTROL PLAN WHEN REQUIRED. 11. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL CONSTRUCTION WORK IS ACCOMPLISHED IN ACCORDANCE WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) RULES AND REGULATIONS. 12. ALL QUANTITIES SHOWN ON THESE DRAWINGS ARE ESTIMATES PROVIDED AS AN AID TO BIDDER /CONTRACTOR ONLY. BIDDER /CONTRACTOR SHALL BE RESPONSIBLE FOR SCALING DRAWINGS TO VERIFY QUANTITIES PRIOR TO BIDDING. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING AND PERMITTING THE STORM WATER MANAGEMENT PLAN FOR DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING AND MAILING THE APPLICATION, PAYING THE PERMIT FEE, PREPARING THE PLAN, IMPLEMENTING THE PLAN, PERFORMING INSPECTIONS AS REQUIRED AND PERFORMING ALL REQUIRED CLOSE OUT ACTIVITIES. CONTACT THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT /WATER QUALITY CONTROL DIVISION AT (303) 692 -3500 FOR INFORMATION REGARDING THE STORM WATER MANAGEMENT PLAN PROGRAM. 14. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING THAT WATER SERVICE LINES AND FIRE HYDRANT LEADS MEET THE MINIMUM BURIAL DEPTH ESTABLISHED BY THE ACCEPTING AGENCY FOR INSTALLATIONS CROSSING UNDERNEATH BORROW DITCHES, DRAINAGE DITCHES, DRAINAGE SWALES, AND CANALS. 15. ALL MATERIALS SHALL BE HANDLED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. EXISTING ADJACENT PROPERTY UNE EXISTING EASEMENT EXISTING WATER UN£ EXISTING FIRE HYDRANT EXIS77NG WATER VALVE £X15nNG SANITARY SEWER EXISTING SANITARY SEWER MANHOLE EXISTING STORM SEWER EXISTING STORM SEWER MANHOLE EXISTING STORM INLET EXISTING IRRIGAnON LINE EXIS77NG IRRIGATION MANHOLE EXISTING GAS LINE EXISTING UNDERGROUND TELEPHONE EXIS71NO UNDERGROUND ELECTRIC EXISTING OVERHEAD POWER EXISTING POWER POLE EXIS77NG CABLE TV EXISTING RAILROAD EXISTING EDGE OF PAVEMENT EXIS77NO CENTER LINE EXISTING RIGHT OF WAY EXISTING BARBED WIRE FENCE EXISTING CHAIN LINK FENCE EXISTING BARRIER TYPE FENCE EXISTING wowN WIRE FENCE EXISTING WOOD FENCE EXISTING GUARD RAIL EXISTING RETAINING WALL EXISTING SIDEWALK EXISTING CURB AND GUTTER EXISTING CURB, GUTTER, AND SIDEWALK EXISTING EARTH DfTcH EXIS77NG CONCRETE DITCH EXISTING CULVERT EX/S77NG CULVERT WITH HEADWALL, EXISTING CULVERT WlTFI END SECnON EXISTING INDEX CONTOURS EXISTING INTERM£DATE CONTOURS EXIS77NO POLE ANCHOR EXISTING SIGN EXISTING FIBER OPTIC LINE 0 O LEGEND PROPOSED EASEMENT PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM SEWER PROPOSED STORM SEWER MANHOLE PROPOSED STORM INLET PROPOSED IRRIGATION UNf PROPOSED IRRIGATION MANHOLE PROPOSED RAILROAD PROPOSED EDGE OF PAVEMENT PROPOSED CENTER LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINES PROPOSED LOT NUMBERS PROPOSED BARBED WIRE FENCE PROPOSED CHAIN LINK FENCE PROPOSED BARRIER TYPE FENCE PROPOSED WOVEN W/R£ FENCE PROPOSED WOW FENCE PROPOSED GUARD RAIL PROPOSED RETAINING WALL PROPOSED SIDEWALK PROPOSED EDGE OF PAN PROPOSED FLOW LINE PROPOSED BACK OF CURB PROPOSED EARTH DUTCH PROPOSED CONCRETE DITCH PROPOSED CULVERT PROPOSED CULVERT WITH HEADWALL PROPOSED CULVERT WITH END SECTION PROPOSED SIGN PROPOSED INDEX CONTOURS PROPOSED INTERMED14TE CONTOURS — — — — — — — BOUNDARY EX *, 6' WATER T BOUNDARY TEXT BWNLARY BUILDING ENVELOPES — — — — — — — _ B'� DIMENSIONS 65.00' AC ALIQUOT SURVEY MARKER 0 • FOUND R£BAR POLYVINYL CHLORIDE 1 2- STORM AMERICAN SOCIETY FOR TESnNG AIA7ERULS FF FINISHED FLOOR SET ALUMINUM CAP PORTLAND CEMENT CONCRETE AWWA 57REET NAMES MAIN ST. ■ TRAFFIC FLOW DIRECTION RADIUS IRRIG. PROPOSED STREET FLOW DIRECTION -- • DRVNAGE DIRECTION RESTRAINED GLANDS 24 BUTTERFLY FIG f2" RCP 12" RCP f2" RCP 4568 4563 CALL BEFORE YOU DIG 1- 800 -922 -1987 NOTICE FIELD VERIFY THE LOCATION OF ALL EXISTING UTIUT7ES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUC77ON. LIS T OF ABBREVIA TONS AASHTO AMERICAN ASSOCA77ON OF STATE HIGHWAY EX EXISTING - PRC POINT OF REVERSE CURVATURE & TRANSPORTAION OFRCMLS FB FULL BODY PT POINT OF TANGENCY AC A58ESTOS CEMENT FES FLARED END SECTION PVC POLYVINYL CHLORIDE ASTM AMERICAN SOCIETY FOR TESnNG AIA7ERULS FF FINISHED FLOOR PCC PORTLAND CEMENT CONCRETE AWWA AMERKJN WATER WORKS ASSOCA71ON FH FIRE HYDRANT R RADIUS 90C BACK OF CURB FLG FLANGE RG RESTRAINED GLANDS BF BUTTERFLY FIG FOOTING RP RADIUS POINT BOW BACK OF WADI FS FAR SIDE RR RVL ROAD BCR BEGIN CURB RETURN FL FLOW LINE RCP REINFORCED CONRETE PIPE POT BOTTOM FC FACE OF CURB REO D REQUIRED CC CATCH CURB AND GUTTER FG FINISHED GRADE RT RIGHT CH CHORD GV GATE VALVE ROW RIGHT OF WAY CAP CORRUGATED ALUMINUM PIPE IRRIG IRRIGATION RL LONG RADIUS COOT COLORADO DEPARTMENT OF 7RANSPORTAION L LENGTH OF ARC RS SHORT RADIUS CI CAST IRON LT LEFT SCH SCHEDULE f CENTER LINE LF LINEAR FEET S SLOPE CLR CLEAR LL LONG ARC SC SPILL CURB AND GUTTER CONC CONCRETE LS SHORT ARC SS, SANITARY SEWER SERVICE CUP CORRUGATED METAL PIPE MH MANHOLE STA STATION CSP CORRUGATED STEEL PIPE AIJ MECHANAC4L JOINT STL STEEL CG&SW CURB, GUTTER & SIDEWALK MUTCO MANUAL OF UNIFORM SW SIDEWALK CU COPPER MW MW MILL WRAP DEVICES TYPICAL CL LONG CHORD N/A NOT APPLICABLE T LENGTH OF TANGENT CS SHORT CHORD NS NEAR SIDE 78 THRUST BLOCK d DELTA ANGLE NIC NOT IN CONTRACT TC TOP OF CURB Of DUCTILE IRON NRCP NON - REINFORCED CONCRETE PIPE VC VERTICAL CURVE DR DRIVEWAY NOp NO ONE PERSON VCP VITRIFIED CLAY PIPE ELEC ELECTRIC NIS NOT TO SCALE VPO VERTICAL POINT OF CURVATURE EL OR ELEV ELEVATION PC POINT OF CURVATURE VPl VERTICAL POINT OF INTERSECTION ECR END CURB RETURN pl POINT OF II TERSEC77ON VPT VERTICAL POINT OF TANGENCY EDP EDGE OF PAVEMENT PR PROPOSED WM WATER METER Received JUL 131004 Durango Field 4Ms'OnofMi oce 2Is $ Geolog), ,Re ;ved T pt 1 q jr pNislc�� c` m 2 I Q W N z 0 Z N a J CL 0 n Q rn Q Q� W W m W Q � w o Q, Lai k 2 � ow m Q � Z ti O Q W ~ 0 �O0 C) Zo a U �v N Z m N O Y W U U W ~ Z v v LAJ O Z Q Z in � O Z J a 2 � O LA Q) obi O O rn 0 0 U) a 2 I Q W N Z N a J CL 0 n Q rn Q Q� W 2 W Q � w o Q, Lai k aa � ow m Q � Z O Q W ~ 4J �O0 C) Zo rn 0 0 U) a SHEET OF 2 5 2 Cam) W i 0 N J 0 h 0 z 2 I W N Z N a J CL 0 n rn W � w o ADN aa � ow m �n O Q V/ �O0 Zo a U �v N Z Q N O W U Zus Z � in Q z in W Z J a cD SHEET OF 2 5 2 Cam) W i 0 N J 0 h 0 z