DESIGN DRAWINGS FOR NON-POTABLE WATERLINE REPLACEMENT MONUMENT CREEK CROSSING

Size: px

Start display at page:

Download "DESIGN DRAWINGS FOR NON-POTABLE WATERLINE REPLACEMENT MONUMENT CREEK CROSSING"

Eustace Merritt
5 years ago
Views:

1 APPROVED DESIGN DRAINGS FOR NON-POTABLE CREEK CROSSING COORDINATION DATE SIGNATURE OFFICE ENGINEERING PROGRAMS OPERATIONS ENVIRONMENTAL AFA PM AE PM FIRE DEPARTMENT BIO-ENVIRONMENTAL COMMUNICATIONS SAFETY SECURITY FORCES/ ATO USING AGENCY/ CUSTOMER CONTRACTOR STAGING AREA SHEET NO. DG NO. INDEX OF SHEETS DRAING TITLE 1 GC1 COVER SHEET AND INDEX SHEET 2 GC2 SHEET LAYOUT PLAN AND GENERAL NOTES 3 GC3 ABBREVIATIONS AND LEGEND 4 VF104 SURVEY CONTROL PLAN 5 C-105 CIVIL TRAFFIC CONTROL PLAN 6 CU106 HDD SITE PLAN AND TEST HOLE LOGS 7 CU107 HDD BORING PLAN AND PROFILE 8 CU508 DETAILS, 1 OF 3 9 CU509 DETAILS, 2 OF 3 10 CU510 DETAILS, 3 OF 3 11 CG111 EROSION & SEDIMENT CONTROL PLAN 12 CG512 EROSION & SEDIMENT CONTROL DETAILS, 1 OF 2 13 CG513 EROSION & SEDIMENT CONTROL DETAILS, 2 OF 2 ACCESS ROAD SOUTHGATE BLVD/ STADIUM BLVD PROJECT LOCATION: NON-POTABLE CREEK CROSSING 1"=20'-0" COVER SHEET AND INDEX SHEET 06-22^10470^GC1COVD.dwg = ACCESS ROUTE 20' 10' 0 20' SCALE:1"=20'-0"

2 SHEET LAYOUT PLAN STADIUM BLVD POTABLE (NOT IN CONTRACT SEE STADIUM BLVD L PLAN SET) TP (NOT IN CONTRACT SEE TP PLAN SET) CREEK CROSSING NON-POTABLE CU107 GENERAL NOTES: FIRE PROTECTION NOTES: ENVIRONMENTAL NOTES: ATER PIPE MATERIAL: INSTALLATION: CLEANING, TESTING AND DISINFECTION: AFA PROJECT NOTES: SHEET LAYOUT PLAN AND GENERAL NOTES 1"=5'-0" 06-22^10470^GC2NT2D.dwg

3 ABBREVIATIONS: LEGEND: ABV ACP ACI ADDL ADJ ALTN ASTM & APVD APPROX ASCE AUTO AVG AA BF BL BM B.O. BOT BP BTN BV CBC CC CI CIP CL CMP CO CONC CONN CONT CONST CP COORD COR CPLG CSP C TO C CTN'D CTRD CTR CV DESC Ø - DIA DI DIM DIMJ DIR DIP DG EA E E: EF ELB ELECT, ELEC EL - ELEV EP EOC EQ, EQL EXIST, EXST EXT FC FCA ABOVE ASPHALTIC CONCRETE PAVEMENT AMERICAN CONCRETE INSTITUTE ADDITIONAL ADJUSTABLE ALTERNATE AMERICAN SOCIETY FOR TESTING & MATERIALS AND APPROVED APPROXIMATE AIR RELIEF VALVE AT AMERICAN SOCIETY OF CIVIL ENGINEERS AUTOMATIC AVERAGE AMERICAN ATER ORKS ASSOCIATION BLIND FLANGE BELO BENCH MARK BOTTOM OF BOTTOM BEGINNING POINT BETEEN BALL VALVE, BUTTERFLY VALVE CONCRETE BOX CULVERT CENTER OF CURVATURE CAST IRON CAST IRON PIPE CLEAR CENTERLINE CORRUGATED METAL PIPE CLEANOUT CONCRETE CONNECTION CONTINUOUS CONTROL POINT COORDINATION CONTRACTING OFFICER'S REPRESENTATIVE COUPLING CORRUGATED STEEL PIPE CENTER TO CENTER CONTINUED CENTERED CENTER CHECK VALVE DEGREES DESCRIPTION DIAMETER DROP INLET DIAMETER DUCTILE IRON MECJANICAL JOINT DIRECTION DUCTILE IRON PIPE DRAING EACH EAST EASTING EACH FACE ELBO ELECTRIC, ELECTRICAL ELEVATION END POINT EDGE OF CONC EQUAL EXISTING EXTENSION FLEXIBLE COUPLING FLANGED COUPLING ADAPTER FG FIG FIN, FNSH FO FLG FL FT GAL GALS GPD GPH GPM GRND GV GVL HDD HDPE HPT HORIZ IN. INV IRR I.F. JT LF LP LPT LR LT MH MAX MFR MGD MH MISC MJ MPH MIN N NE NIC N: N # - NO NP NTS OD O.F. OHE PMJM P.C., PC P.T., PT FINISH GRADE FIGURE FINISH FIBER OPTIC FLANGE FLOLINE FOOT OR FEET GALLON GALLONS GALLONS PER DAY GALLONS PER HOUR GALLONS PER MINUTE GROUND GATE VALVE GRAVEL HORIZONTAL DIRECTIONAL DRILL HIGH DENSITY POLYETHYLENE HIGH POINT HORIZONTAL INSE DIAMETER INCH INVERT IRRIGATION INSE FACE JOINT LINEAR FEET LIGHT POLE LO POINT LONG RADIUS LIGHT MANHOLE MAXIMUM MANUFACTURER MILLON GALLONS PER DAY MANHOLE MISCELLANEOUS MECHANICAL JOINT MILES PER HOUR MINIMUM NORTH NORTHEAST NOT IN CONTRACT NORTHING NORTHEST NUMBER NON-POTABLE ATER NOT TO SCALE OUTSE DIAMETER OUTSE FACE OVERHEAD ELECTRIC LINE PREBLE'S MEADOS JUMPING MOUSE POINT OF CURVE POINT OF TANGENCY PBM PI PRESS PROP. PSI POT POE PVC PVI PRC RAD RAM RCP RDCR REQD RF RO SEC SH SLP SS SIG S SE SPEC SPECD S STD, ST STL SD STA TAN TBM TC TDH TEL THK TOS TYP UGE UNO USACE USAFA V VB VC VERT VCP VPT L / TR POINT OF INTERSECTION PRESSURE PROPERTY POUNDS PER SQUARE INCH POTABLE POINT OF END POLYVINYL CHLORE PLASTIC POINT OF VERTICAL INTERSECTION POINT OF REVERSE CURVATURE RADIUS REINFORCED CONCRETE PIPE REDUCER REQUIRED REINFORCING RIGHT OF AY SECONDARY, SECTION SHEET SLOPE SANITARY SEER LINE SIGNAL SOUTH SOUTHEAST SPECIFICATIONS SPECIFIED SOUTHEST STANDARD STEEL STORM DRAIN LINE STATION TANGENT TOP OF CURB TOTAL DYNAMIC HEAD TELEPHONE LINE THICK TOP OF STRUCTURE TYPICAL UNDERGROUND ELECTRIC LINE UNLESS NOTED OTHERISE UNITED STATES ARMY CORPS OF ENGINEERS UNITED STATES AIR FORCE ACADEMY VENT, VOLT VALVE BOX VERTICAL CURVE VERTICAL VERIFIED CLAY PIPE VERTICAL POINT OF TANGENCY ATER LINE EST, E FLANGE (BEAM) ITH ATER DETAIL SHEET HERE DETAILS IS CALLED OUT DETAIL BUBBLE: XXXX EXISTING IRRIGATION PIT EXISTING ATER VALVE EXISTING ATER MANHOLE EXISTING SANITARY MANHOLE EXISTING ELECTRIC MANHOLE EXISTING LIGHT POLE EXISTING FIRE HYDRANT EXISTING SIGN SURVEY CONTROL ATER SURFACE EXST TREE, SHRUB OR GROVE EXST ATER PRESSURE REDUCING STATION BH-1, BORE HOLE LOCATION 3A, POTHOLE LOCATION XXX XXXX SECTION BUBBLE: X X-XXX ACCESS ROUTE DETAIL NUMBER DETAIL SHEET HERE DETAIL IS DRAN SECTION NUMBER SECTION SHEET EXISTING UNDERGROUND NON-POTABLE ATER (APPROXIMATE LOCATION) PROPOSED UNDERGROUND NON-POTABLE ATER EXISTING UNDERGROUND ELECTRIC (APPROXIMATE LOCATION) EXISTING UNDERGROUND GAS MAIN/SERVICE (APPROXIMATE UNDERGROUND LOCATION) EXISTING POTABLE ATER LINE/SERVICE (APPROXIMATE UNDERGROUND LOCATION) PROPOSED POTABLE ATER LINE/SERVICE EXISTING SANITARY SEER MAIN/SERVICE (APPROXIMATE UNDERGROUND LOCATION) EXISTING STORM CULVERT MAIN/SERVICE (APPROXIMATE UNDERGROUND LOCATION) EXISTING UNDERGROUND COMMUNICATION LINE LIMITS OF DISTURBANCE glm - LOCATED "PAINT MARK" OR "PIN FLAG" EVENCE FOR GAS LINE PROFILE STATION PIPELINE ALIGNMENT CALLOUT: STA X+XX, X.XX' L EXIST UTILITY XXX OFFSET LEFT OR RIGHT FROM ALIGNMENT N/A ABBREVIATIONS AND LEGEND 06-22^10470^GC3NT3D.dwg wlm - LOCATED "PAINT MARK" OR "PIN FLAG" EVENCE FOR ATER LINE elm - LOCATED "PAINT MARK" OR "PIN FLAG" EVENCE FOR ELECTRIC LINE fom - LOCATED "PAINT MARK" OR "PIN FLAG" EVENCE FOR FIBER OPTIC LINE

NOTES: ALL HORIZONTAL VALUES SHON ON THIS TABULATION ARE GPS DERIVED.

ALL VERTICAL VALUES SHON ON THIS TABULATION ARE GPS DERIVED. ALL SHON ELEVATIONS ILL RELATE TO THE NORTHERN GEODETIC VERTICAL DATUM OF 1929 ITH THE 1960 SUPPLEMENTAL ADJUSTMENT. 3.

THE CONTROL POINT CHOSEN FOR A STATE PLANE COORDINATE TRANSFORMATION TO GROUND IS F542 HAVING A POINT SCALE FACTOR OF 0.999937569. A MEAN PROJECT HEIGHT OF 6747.0 U.S. SURVEY FEET AS CHOSEN FOR THE SEA LEVEL FACTOR.

THESE OULD BE THE VALUES TO BE UTILIZED BY ANY TERRESTRIAL OBSERVATIONS. THE RECIPROCAL OF THE COMBINATION FACTOR (.

4 NOTES: ALL HORIZONTAL VALUES SHON ON THIS TABULATION ARE GPS DERIVED. THEY HAVE BEEN TIED TO PUBLISHED USGS CONTROL POINTS (P#'S AE4272, AE4289, AE4290) RELATING ALL SHON AIR FORCE ACADEMY CONTROL POINTS (EXISTING AND NELY PLACED) TO THE NORTH AMERICAN DATUM ALL VERTICAL VALUES SHON ON THIS TABULATION ARE GPS DERIVED. ALL SHON ELEVATIONS ILL RELATE TO THE NORTHERN GEODETIC VERTICAL DATUM OF 1929 ITH THE 1960 SUPPLEMENTAL ADJUSTMENT. 3. TABULATED LATITUDE, LONGITUDE AND ELLIPSOAL HEIGHTS ARE RELATED TO THE ORLD GEODETIC SYSTEM OF THE CONTROL POINT CHOSEN FOR A STATE PLANE COORDINATE TRANSFORMATION TO GROUND IS F542 HAVING A POINT SCALE FACTOR OF A MEAN PROJECT HEIGHT OF U.S. SURVEY FEET AS CHOSEN FOR THE SEA LEVEL FACTOR. 6. THE AIR FORCE ACADEMY MODIFIED GROUND COORDINATES HAVE BEEN DERIVED BY MULTIPLYING A COMBINED SCALE FACTOR OF THEN SUBTRACTING 140 FROM THE NORTHING AND 310 FROM THE EASTING. THESE OULD BE THE VALUES TO BE UTILIZED BY ANY TERRESTRIAL OBSERVATIONS. THE RECIPROCAL OF THE COMBINATION FACTOR ( ) OULD BE USED TO BRING THE TERRESTRIAL OBSERVATIONS BACK DON TO A STATE PLANE VALUE. 0+ SURVEY COMPLETED 2013 BY URS. AREAS OUTSE OF SURVEY LIMITS HAVE BEEN SUPPLEMENTED ITH LAR AND AS-BUILT DATA. Revisions/Addenda Date 28 10' 5' 0 10' US STATE PLANE 1983 (GS 84) US STATE PLANE 1983 (GS 84) COLORADO CENTRAL 0502 (ZONE) COLORADO CENTRAL 0502 (ZONE) GS 84 GS 84 ELLIPSO NGVD 1929 w/ 1960 Supplemental Adj. DESIGNATION DATE (YEAR) LATITUDE LONGITUDE HEIGHT Geoid Model GEO99 Used STAMPED ON AS ESTABLISHED NORTHING (U.S. SURVEY FEET) EASTING (U.S. SURVEY FEET) D M S.sssss D M S.sssss (U.S. SURVEY FEET) ELEVATION (U.S. SURVEY FEET) ' "N ' " Colorado Springs FIMS F ' "N ' " Colorado Springs FIMS F '.44362"N ' " Colorado Springs FIMS F ' "N ' " Air Force Academy Control Point F ' "N ' " Air Force Academy Control Point F ' "N ' " Air Force Academy Control Point F POINT NAME 1"=1'-0" SCALE:1"=10'-0" 06-22^10470^VF104SCPD.dwg S61 26'56"E A-E Project Mgr: L2 AFA Project Mgr: S30 10'36" SURVEY CONTROL PLAN L1 BEARING LENGTH END STA BEGIN STA LINE Symb LINE TABLE Submitter: PROJECT LOCATION Designer: 5+ E N = P: 5 1 E= PT# 2609 N E EL TABULATED STATE PLANE COORDINATES ARE RELATED TO COLORADO STATE PLANE CENTRAL, ZONE 0502, U.S. SURVEY FOOT. 1+ PT# 2542 N E EL PT# 2608 N E EL Appr BP: 0+. N= E=

5 TRAFFIC CONTROL PLAN AT SOUTH TIE-IN ' CENTERLINE NE 8" HDPE 0+ 1' NOTE NOTES: 1. ALL SIGNING PER MUTCD STANDARDS. 2. PROVE TRAFFIC CHANNELIZATION DEVICES AS REQUIRED AT LANE CLOSURES. 3. OPEN TRENCH OR EXCAVATIONS MUST BE PROPERLY MARKED HEN LEFT UNATTENDED. 4. A TO EEK NOTICE IS REQUIRED FOR ALL UTILITY CROSSINGS. 5. MAINTAIN ACCESS ON SANTA FE TRAIL DURING. MINIMIZE AMOUNT OF TIME ACCESS IS DISTURBED AS MUCH AS POSSIBLE. 6. FOR CONTRACTOR STAGING AREA AND ROUTE SEE COVER SHEET GC1. CIVIL TRAFFIC CONTROL PLAN 1"=1'-0" 06-22^10470^C-105TCPD.dwg

12"CMP DIA. ELEV. PVC CI DI CMP VCP RCP RCAP LRCP LCPP STA. LA LB BM-2 ROW PI POT LF TH PVC

12CMP DIA. ELEV. PVC CI DI CMP VCP RCP RCAP LRCP LCPP STA. LA LB BM-2 ROW PI POT LF TH PVC PLANS FOR X-REFS: FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\TITLE & INDEX PLOTTED: Thursday, May 26, 216 4:7:42 PM MAIN STREET SIDEWALK PHASE