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HomeMy WebLinkAbout01 Typical Construction Details (11x17)-Issued for BidW:\Enterprise\02757 — WEP Support\CAD\TYPICALS\STD—PIPL-9000.dwg RodneyS Tue, 12/06/11 6:50 AM c©Lq a 811 81,11 wwhat's below. j7 Call 811 before you dig. BLUE SSTAKSSROF UTAH w.bluesmg kes.o uiY1-800-fi62-4111 SILT FENCE (AS REQ'D) TEMPORARY USE AREA AS NEEDED FOR SOIL STORAGE (SEE ALIGNMENT SHEETS) STRAW BALE DIKE STRAW BALE DIKE 20' .4 WETLAND 20' WETLAND LIMIT .Y 4 WORKING MATS 4 4 4 4 4 4 4 7 - TOPSOIL • ;SUB. SOIL • TEMPORARY USE AREA AS — NEEDED FOR SOIL STORAGE (SEE ALIGNMENT SHEETS) rTIT T„ rrrrrInTYreITI ?MT iIrIIIISE o.In, 'Inial n1, ui�rtu 'I!'!!�� �, 1110911 • rinn� ru � r. aar �r� CROSSING PIPE .SUB SOIL SILT FENCE (AS REQ'D) TOPSOIL WORKING SPACE HARD PLUG '■nliuw nnl1111111111111111111111 If)11'P j�' 11 AIPrl 11 Bil IVII ILII II II I'I'�IrYAOV.YV II WORKING MATS EARTH FILL CAUSEWAY STRAW BALE DIKE SILT FENCE (AS REQ'D) CONSTRUCTION ROW WORKING SPACE STREAM MANAGEMENT ZONE 20' MIN. WETLAND LIMIT 20' MIN. NOTES: ■■n■nonenuunoeue i �r ��/�(� ! .��r�»''��� ) ) II Il llllllll illllll 111 llllllll 111 II IMI VIII 11 VIII VIII 11111 llu ll■ � � ••� � uu■ � � ��\ <\ `l\\Ic\mac \i: tc\ \1\1,�*�����1����''���� • STRAW BALE DIKE HARD PLUG WORKING MATS EARTH FILL CAUSEWAY CROSSING PIPE (SEE ALIGNMENT SHEET FOR MATERIAL REQUIREMENT) STRAW BALE DIKE SILT FENCE 11111111•1111111111111111111M111111 1. IF A WETLAND IS BEING CULTIVATED AND BEING FARMED. NO WETLAND CONSTRUCTION PROCEDURES ARE REQUIRED. 2. FLAG WETLAND BOUNDARIES PRIOR TO CLEARING. 3. NO REFUELING OF MOBILE EQUIPMENT IS ALLOWED WITHIN 100 FEET OF WETLAND. PLACE "NO FUELING" SIGN POSTS 100 FEET BACK FROM WETLAND BOUNDARY. REFUEL STATIONARY EQUIPMENT AS PER THE PROJECT'S SPILL PREVENTION PROCEDURES. 4. INSTALL TEMPORARY SLOPE BREAKER UPSLOPE WITHIN 100 FEET OF WETLAND BOUNDARY IF DIRECTED BY THE PROJECT. 5. INSTALL TIMBER MATS/RIPRAP THROUGH ENTIRE WETLAND AREA. EQUIPMENT NECESSARY FOR RIGHT—OF—WAY CLEARING MAY MAKE ONE (1) PASS THROUGH THE WETLAND BEFORE MATS ARE INSTALLED. 6. AVOID ADJACENT WETLANDS. INSTALL SEDIMENT BARRIERS (STRAW BALES AND/OR SILT FENCE) AT DOWNSLOPE EDGE OF RIGHT—OF—WAY AND ALONG WETLAND EDGE AS REQUIRED. 7. RESTRICT ROOT GRUBBING TO ONLY THAT AREA OVER THE DITCHLINE AND DITCH SPOIL AREAS AND REMOVED FROM WETLAND FOR DISPOSAL. 8. CONDUCT TRENCH LINE TOPSOIL STRIPPING (IF TOPSOIL IS NOT SATURATED). SALVAGE TOPSOIL TO ACTUAL DEPTH OR A MAXIMUM DEPTH OF 12 INCHES 9. LEAVE HARD PLUGS AT EDGE OF WETLAND UNTIL JUST PRIOR TO TRENCHING. 10. PIPE SECTION MAY BE FABRICATED WITHIN THE WETLAND AND ADJACENT TO ALIGNMENT, OR IN STAGING AREA OUTSIDE THE WETLAND AND WALKED IN. 11. TRENCH THROUGH WETLANDS. 12. LOWER—IN PIPE, INSTALL TRENCH PLUGS AT WETLAND EDGES AS REQUIRED AND BACKFILL IMMEDIATELY. 13. REMOVE TIMBER MATS OR PRE—FABRICATED MATS FROM WETLAND UPON COMPLETION. 14. RESTORE GRADE TO NEAR PRE—CONSTRUCTION TOPOGRAPHY, REPLACE TOPSOIL AND INSTALL PERMANENT EROSION CONTROL. REFERENCE DRAWINGS REVISIONS EEnterprise Products Partners L.P. ENTERPRISE PRODUCTS PARTNERS, L.P. A ISSUED FOR REVIEW RM 12/5/11 ZBB 12/5/11 ZBB 12/5/11 DWG. NO. DESCRIPTION NO. DESCRIPTION BY DATE CHK DATE APP DATE THIS DRAWING PREPARED By ROONEY ENGINEERING, INC. 12201 E. Arapahoe Road, Suite C-10 Centennial, Colorado 80112 (303) 792-5911 TYPICAL DRAWING TYPICAL WETLANDS CROSSINGS - NO NECK DOWN WESTERN EXPANSION PROJECT PHASE II SCALE: NO SCALE DWG. NUMBER: STD-PIPL-9000 REV:A W:\Enterprise\02757 — WEP Support\CAD\TYPICALS\STD—PIPL-9001—REV—B.dwg RodneyS Tue. 12/06/11 6:55 AM c©Lq a 811 81,11 wwhat's below. --,-(.-.6).:7Call 811 before you dig. itBLUE SSTABSSROF UTAH w.bluesmg kes.o uiY1-800-fi62-4111 SILT FENCE (AS REQ'D) TEMPORARY USE AREA AS NEEDED FOR SOIL STORAGE (SEE ALIGNMENT SHEETS) STRAW BALE DIKE STRAW BALE DIKE TEMPORARY USE AREA AS NEEDED FOR SOIL STORAGE (SEE ALIGNMENT SHEETS) SILT FENCE (AS REQ'D) TOPSOIL ,SUB. SOIL • 4 44 \4 4 , 4 4 44 444 20' 4 WETLAND WETLAND LIMIT � 4 4 .i Y ., `� --74-4 - — — -------- ' WORKING MATS 20' SUB SOIL CROSSING PIPE TOPSOIL WORKING SPACE I f 1 HARD PLUG WORKING MATS i��1s , )�Iply I nrrellu lil I.11rI I111MIIr'1 r,ntt.4, A\ II STRAW BALE DIKE SILT FENCE (AS REQ'D) STREAM MANAGEMENT ZONE 20' MIN. EARTH FILL CAUSEWAY WETLAND WETLAND LIMIT 4 4 4 4 4 4 CONSTRUCTION ROW WORKING SPACE 20' MIN. NOTES: STRAW BALE DIKE HARD PLUG WORKING MATS EARTH FILL CAUSEWAY STRAW BALE DIKE SILT FENCE i:- ---- ci`�`;B`e`------6-6 nl lnutlll..Im lnnulllnull Bguunra111111urmlm111. . . ■ uu■'71r. CROSSING PIPE (SEE ALIGNMENT SHEET FOR MATERIAL REQUIREMENT) 1. IF A WETLAND IS BEING CULTIVATED AND BEING FARMED. NO WETLAND CONSTRUCTION PROCEDURES ARE REQUIRED. 2. FLAG WETLAND BOUNDARIES PRIOR TO CLEARING. 3. NO REFUELING OF MOBILE EQUIPMENT IS ALLOWED WITHIN 100 FEET OF WETLAND. PLACE "NO FUELING" SIGN POSTS 100 FEET BACK FROM WETLAND BOUNDARY. REFUEL STATIONARY EQUIPMENT AS PER THE PROJECT'S SPILL PREVENTION PROCEDURES. 4. INSTALL TEMPORARY SLOPE BREAKER UPSLOPE WITHIN 100 FEET OF WETLAND BOUNDARY IF DIRECTED BY THE PROJECT. 5. INSTALL TIMBER MATS/RIPRAP THROUGH ENTIRE WETLAND AREA. EQUIPMENT NECESSARY FOR RIGHT—OF—WAY CLEARING MAY MAKE ONE (1) PASS THROUGH THE WETLAND BEFORE MATS ARE INSTALLED. 6. AVOID ADJACENT WETLANDS. INSTALL SEDIMENT BARRIERS (STRAW BALES AND/OR SILT FENCE) AT DOWNSLOPE EDGE OF RIGHT—OF—WAY AND ALONG WETLAND EDGE AS REQUIRED. 7. RESTRICT ROOT GRUBBING TO ONLY THAT AREA OVER THE DITCHLINE AND DITCH SPOIL AREAS AND REMOVED FROM WETLAND FOR DISPOSAL. 8. CONDUCT TRENCH LINE TOPSOIL STRIPPING (IF TOPSOIL IS NOT SATURATED). SALVAGE TOPSOIL TO ACTUAL DEPTH OR A MAXIMUM DEPTH OF 12 INCHES 9. LEAVE HARD PLUGS AT EDGE OF WETLAND UNTIL JUST PRIOR TO TRENCHING. 10. PIPE SECTION MAY BE FABRICATED WITHIN THE WETLAND AND ADJACENT TO ALIGNMENT, OR IN STAGING AREA OUTSIDE THE WETLAND AND WALKED IN. 11. TRENCH THROUGH WETLANDS. 12. LOWER—IN PIPE, INSTALL TRENCH PLUGS AT WETLAND EDGES AS REQUIRED AND BACKFILL IMMEDIATELY. 13. REMOVE TIMBER MATS OR PRE—FABRICATED MATS FROM WETLAND UPON COMPLETION. 14. RESTORE GRADE TO NEAR PRE—CONSTRUCTION TOPOGRAPHY, REPLACE TOPSOIL AND INSTALL PERMANENT EROSION CONTROL. REFERENCE DRAWINGS REVISIONS EEnterprise Products Partners L.P. ENTERPRISE PRODUCTS PARTNERS, L.P. B REVISED DEIMENSIONS RS 12/2/11 ZBB 12/5/11 ZBB 12/5/11 A ISSUED FOR REVIEW RM 9/20/11 ZBB 9/20/11 ZBB 9/20/11 DWG. NO. DESCRIPTION NO. DESCRIPTION BY DATE CHK DATE APP DATE THIS DRAWING PREPARED By ROONEY ENGINEERING, INC. 12201 E. Arapahoe Road, Suite C-10 Centennial, Colorado 801 12 (303) 792-5911 TYPICAL DRAWING TYPICAL WETLANDS CROSSINGS - WITH NECK DOWN WESTERN EXPANSION PROJECT PHASE II SCALE: NO SCALE DWG. NUMBER: STD-PIPL-9001 REV:B SILT FENCE (AS REQ D TEMPORARY USE AREA AS NEEDED FOR SOIL STORAGE (SEE ALIGNMENT SHEETSS5 4 4 4 4 4 4 BALE `�( )JAC T WETLANDS ,,4 4 4 DIVERSIO TEMPORARY USE AREA AS - 4 NEEDED FOR SOIL STORAGE (SEE ALIGNMENT SHEETS) SJLT FENCE) AS REQ D STRAW BALE DIK SILT FENCE (AS REQ D) HARD PLU NOTE 10 75' CONSTRUCTION ROW (NOTE 7) II L11'I 11 Ill L1 /1. Il l 11 711 11 11 EQUIPMENT BRIDGE: 40' STEEL RAILROAD FLAT CAR OR EQUIVALENT (TEMPORARY) STRAW BALE DIKE HARD PLUG 4 ADJACENT WETLANDS DIVERSIOK MATERIAL (SEE NOTE 4) FLUME PIPE EQUIPMENT BRIDGE 4 / 4 nlnllllll Illi Luunu�, WORKING MATS NOTES Turn 111 llllll'I IIII CROSSING PIPE (SEE ALIGNMENT SHEET FOR MATERIAL REQUIREMENT) 1. DEPTH OF COVER IS MEASURED FROM BOTTOM OF FLUME PIPE TO TOP OF CARRIER PIPE. 2. FLUME PIPE SHALL BE STRONG ENOUGH TO SUPPORT WEIGHT OF WATER, AND SPAN DITCH EXCAVATION IN ONE SEGMENT. 3. INSTALL NUMBER OF FLUME PIPES AS REQUIRED TO CARRY FLOW. 4. DIVERSION SHALL BE EARTH OR ROCK—FILLED BAGS OR ROCK COVERED WITH A PLASTIC COVERING DRAPED SO AS TO PREVENT STREAM FLOW INTO DITCH EXCAVATION 5. TOPSOIL AND SUB SOIL TO BE STORED SEPARATELY TO PREVENT CONTAMINATION OF TOPSOIL EXCAVATED MATERIAL MUST NOT BE STOCKPILED WITHIN 20 FT. OF THE WATERBODY. 6. STREAM MANAGEMENT ZONE SHALL EXTEND 50' MIN. BEYOND HIGH WATER MARK OR 50' BEYOND ADJACENT, MARKED WETLAND LIMIT. 7. FOOTAGES ARE BASED ON ROW. ADJUSTMENT WILL BE MADE FOR DIFFERING ROW WIDTH. 8. RESTORE THE STREAMBED AND BANKS TO APPROXIMATE PRE—CONSTRUCTION CONTOURS, BUT NOT TO EXCEED 2' HORIZONTAL TO 1' VERTICAL 9. FLUMES ARE TO BE SET WITH 10% OF THEIR DIAMETER BELOW STREAMBED LEVEL WHERE SOIL CONDITIONS PERMIT (OTHERWISE ® STREAM GRADE & SLOPE). 10. ENSURE THAT THE DAMS & VEHICLE CROSSING ARE LOCATED FAR ENOUGH APART TO ALLOW FOR EXCAVATION. 11. PIPE TO BE STRUNG & WELDED FOR READY INSTALLATION PRIOR TO WATER BODY TRENCHING. 12. THE OBJECTIVE SHALL BE TO COMPLETE THE WORK WITHIN THE ACTIVE STREAM CROSSING WITHIN 48 HOURS. REFERENCE DRAWINGS REVISIONS EEnterprise Products Partners LP. ENTERPRISE PRODUCTS PARTNERS, L.P. B REVISED DIMENSIONS IIS 12/5/11 2813 12/5/11 288 12/5/11 A ISSUED FOR REVIEW IIS 9/20/11 2813 9/2D/11 2138 9/20/11 DESCRIPTION ND. DESCRIPTION BY DATE CHIT DATE APP DATE THIS DRAWING PREPARED DY: ROONEY ENGINEERING, INC. 12201 E. Arapahoe Road, Suite C-10 Centennial, Colorado 80112 (303) 792-5911 TYPICAL DRAWING TYPICAL FLUMED STREAM CROSSING ACTIVE FLOW WITH WETLANDS CROSSING WESTERN EXPANSION PROJECT PHASE II SCALE: NO SCALE DWG. NUMBER: STD-PIPL-9002A RENS Inowwbalsbelow. i Ca11811 before you dig. Trn!!AKF OF F}11N www.:oe� kes.*" SILT FENCE (AS REQ D) TEMPORARY USE AREA AS NEEDED FOR SOIL STORAGE (SEE ALIGNMENT SHEETS) STRAW BALE DIKE TEMPORARY USE AREA AS NEEDED FOR SOIL STORAGE (SEE ALIGNMENT SHEETS) SILT FENCE (AS REQ D) DIVERSION CROSSING PIPE STRAW BALE DIK SILT FENCE (AS REQ'D) HARD PLU NOTE 10 CONSTRUCTION ROW (NOTE 7) EQUIPMENT BRIDGE: 40' STEEL RAILROAD FLAT CAR OR EQUIVALENT (TEMPORARY) SILT FENCE DIVERSION MATERIAL (SEE NOTE 4) FLUME PIPE EQUIPMENT BRIDGE NOTES CROSSING PIPE (SEE ALIGNMENT SHEET FOR MATERIAL REQUIREMENT) 1. DEPTH OF COVER IS MEASURED FROM BOTTOM OF FLUME PIPE TO TOP OF CARRIER PIPE. 2. FLUME PIPE SHALL BE STRONG ENOUGH TO SUPPORT WEIGHT OF WATER, AND SPAN DITCH EXCAVATION IN ONE SEGMENT. 3. INSTALL NUMBER OF FLUME PIPES AS REQUIRED TO CARRY FLOW. 4. DIVERSION SHALL BE EARTH OR ROCK—FILLED BAGS OR ROCK COVERED WITH A PLASTIC COVERING DRAPED SO AS TO PREVENT STREAM FLOW INTO DITCH EXCAVATION 5. TOPSOIL AND SUB SOIL TO BE STORED SEPARATELY TO PREVENT CONTAMINATION OF TOPSOIL. EXCAVATED MATERIAL MUST NOT BE STOCKPILED WITHIN 20 FT. OF THE WATERBODY. 6. STREAM MANAGEMENT ZONE SHALL EXTEND 50' MIN. BEYOND HIGH WATER MARK OR 50' BEYOND ADJACENT, MARKED WETLAND LIMIT. 7. FOOTAGES ARE BASED ON ROW. ADJUSTMENT WILL BE MADE FOR DIFFERING ROW WIDTH. 8. RESTORE THE STREAMBED AND BANKS TO APPROXIMATE PRE—CONSTRUCTION CONTOURS, BUT NOT TO EXCEED 2' HORIZONTAL TO 1' VERTICAL. 9. FLUMES ARE TO BE SET WITH 10% OF THEIR DIAMETER BELOW STREAMBED LEVEL WHERE SOIL CONDITIONS PERMIT (OTHERWISE ® STREAM GRADE & SLOPE). 10. ENSURE THAT THE DAMS & VEHICLE CROSSING ARE LOCATED FAR ENOUGH APART TO ALLOW FOR EXCAVATION. 11. PIPE TO BE STRUNG & WELDED FOR READY INSTALLATION PRIOR TO WATER BODY TRENCHING. 12. THE OBJECTIVE SHALL BE TO COMPLETE THE WORK WITHIN THE ACTIVE STREAM CROSSING WITHIN 48 HOURS. REFERENCE DRAWINGS REVISIONS EEnterprise Products Partners L.P. ENTERPRISE PRODUCTS PARTNERS, L.P. A ISSUED FOR REVIEW RMS 9/20/11 ZBB 9/20/11 ZBB 9/20/11 DWG. NO. 0ESCRIPIION ND. DESCRIPT13N BY DATE CHIC DATE APP DATE THIS DRAWING PREPARED DV: ROONEY ENGINEERING, INC. 12201 E. Arapahoe Road, Suite C-10 Centennial, Colorado 80112 (303) 792-5911 TYPICAL DRAWING TYPICAL FLUMED STREAM CROSSING ACTIVE FLOW NO WETLANDS CROSSING WESTERN EXPANSION PROJECT PHASE II SCALE: NO SCALE DWG. NUMBER: STD-PIPL-9002B REV:A Knowwhat'sbelow. F' Call 811 before you dig. lt BLUE STAKES OF UTAH WIMAIMINCMIONfENTERW. VA www.bluwtakea.org 1-800-662-4111 SILT FERC (AS REQ D TEMPORARY USE AREA AS NEEDED FOR SOIL STORAGE (SEE ALIGNMENT SHEETS) STRAW BALE DIKE TEMPORARY USE AREA AS— NEEDED FOR SOIL STORAGE (SEE ALIGNMENT SHEETS) SILT FENCE (AS REQ D) DIVERSION EARTH FILL RAMP= CROSSING PIPE UP TO BRIDGE AS REQUIRED STRAW BALE DIK SILT FENCE (AS REQ'D) HARD PLU NOTE 5 CONSTRUCTION ROW (NOTE 5) EQUIPMENT BRIDGE: 40' STEEL RAILROAD FLAT CAR OR EQUIVALENT (TEMPORARY) DISCHARGE POINT WITH ENERGY DISIPATION DEVICE DAM MATERIAL (SEE NOTE 1) EQUIPMENT BRIDGE NOTES CROSSING PIPE (SEE ALIGNMENT SHEET FOR MATERIAL REQUIREMENT) 1. DAM SHALL BE EARTH OR ROCK—FILLED BAGS OR ROCK COVERED WITH A PLASTIC COVERING DRAPED SO AS TO PREVENT STREAM FLOW INTO DITCH EXCAVATION 2. TOPSOIL AND SUB SOIL TO BE STORED SEPARATELY TO PREVENT CONTAMINATION OF TOPSOIL EXCAVATED MATERIAL MUST NOT BE STOCKPILED WITHIN 20 FT. OF THE WATERBODY. 3. STREAM MANAGEMENT ZONE SHALL EXTEND 50' MIN. BEYOND HIGH WATER MARK OR 50' BEYOND ADJACENT, MARKED WETLAND LIMIT. 4. FOOTAGES ARE BASED ON ROW. ADJUSTMENT WILL BE MADE FOR DIFFERING ROW WIDTH. 5. RESTORE THE STREAMBED AND BANKS TO APPROXIMATE PRE—CONSTRUCTION CONTOURS, BUT NOT TO EXCEED 2' HORIZONTAL TO 1' VERTICAL. 6. ENSURE THAT THE DAMS & VEHICLE CROSSING ARE LOCATED FAR ENOUGH APART TO ALLOW FOR EXCAVATION. 7. PIPE TO BE STRUNG & WELDED FOR READY INSTALLATION PRIOR TO WATER BODY TRENCHING. 8. THE OBJECTIVE SHALL BE TO COMPLETE THE WORK WITHIN THE ACTIVE STREAM CROSSING WITHIN 48 HOURS. REFERENCE DRAWINGS REVISIONS EEnterprise Products Partners LP ENTERPRISE PRODUCTS PARTNERS, L.P. B DELETE FLUME REFERENCE RMS 12/7/11 ZBB 12/7/11 ZBB 12/7/11 A ISSUED FOR REVIEW RMS 12/6/11 ZBB 12/6/11 ZBB 12/6/11 DWG. NO. DESCI6PDDN NO. DESCRIPTION BY DOE CNf DATE APP DALE THIS DRAWING PREPARED DY: ROONEY ENGINEERING, INC. 12201 E. Arapahoe Road, Suite C-10 Centennial, Colorado 80112 (303) 792-5911 TYPICAL DRAWING TYPICAL DAM & PUMP STREAM CROSSING ACTIVE FLOW NO WETLANDS CROSSING WESTERN EXPANSION PROJECT PHASE II SCALE: NO SCALE DWG. NUMBER:STD-PIPL-9002C REV:B Know what's below. Call 811 before you dig. AltBLUE TU STAKES OF TAH NOiAEfUINC. �� www.bluestakeamrg 1-800-662-4111 SILT FENCE (AS REQ D TEMPORARY USE AREA AS NEEDED FOR SOIL STORAGE (SEE 4 ALIGNMENT SHEETS) 4 4 4 4 V4 4 , 4 NEEDEDRAFORUSE SOIL AREA AS W BALE DIKE SHEETTSS) (SEE ALIGNMENT WETLA DS (VER4 SION' 4 4 4 4 4 SILT FENgE- AS REQ D STRAW BALE DIK SILT FENCE (AS REQ D) HARD PLU .1', J', n1!IL 1 I BYPASS PIPING ROUTE (TYPICAL) DISCHARGE POINT WITH ENERGY DISSIPATION DEVICE CONSTRUCTION ROW (NOTE 5) �� 'T II C' I HI 11111)11 I IIIluunuu 7 'I I -I, n—``�— WORKING MATS 5' MIN. 4 4 4 . 44 444 44 Ai 4 WET NDS 4 WORKING MATS 4 DJ MATERIAL (SEE NOTE 1) EQUIPMENT BRIDGE QUIPMENT BRIDGE: 4 STEEL RAILROAD FLAT CAR OR EQUIVALENT (TEMPORARY) IIIA111 111111 1111111 101 NOTES CROSSING PIPE (SEE ALIGNMENT SHEET FOR MATERIAL REQUIREMENT) 1. DAM SHALL BE EARTH OR ROCK—FILLED BAGS OR ROCK COVERED WITH A PLASTIC COVERING DRAPED SO AS TO PREVENT STREAM FLOW INTO DITCH EXCAVATION 2. TOPSOIL AND SUB SOIL TO BE STORED SEPARATELY TO PREVENT CONTAMINATION OF TOPSOIL EXCAVATED MATERIAL MUST NOT BE STOCKPILED WITHIN 20 FT. OF THE WATERBODY. 3. STREAM MANAGEMENT ZONE SHALL EXTEND 50' MIN. BEYOND HIGH WATER MARK OR 50' BEYOND ADJACENT, MARKED WETLAND LIMIT. 4. FOOTAGES ARE BASED ON ROW. ADJUSTMENT WILL BE MADE FOR DIFFERING ROW WIDTH. 5. RESTORE THE STREAMBED AND BANKS TO APPROXIMATE PRE—CONSTRUCTION CONTOURS, BUT NOT TO EXCEED 2' HORIZONTAL TO 1' VERTICAL. 6. ENSURE THAT THE DAMS & VEHICLE CROSSING ARE LOCATED FAR ENOUGH APART TO ALLOW FOR EXCAVATION. 7. PIPE TO BE STRUNG & WELDED FOR READY INSTALLATION PRIOR TO WATER BODY TRENCHING. 8. THE OBJECTIVE SHALL BE TO COMPLETE THE WORK WITHIN THE ACTIVE STREAM CROSSING WITHIN 48 HOURS. REFERENCE DRAWINGS REVISIONS EEnterprise Products Partners LP. A ISSUED FOR REVIEW KR 01/13/12 zee 01/13/12 AS 01/13/12 DBD. ND. OESCEPISN NO. OESCBPIION BY M7E 0116 DATE APP DALE THIS DRAWING PREPARED 6, ROONEY ENGINEERING, INC. 12201 E. Arapahoe Road, Suite C-10 Centennial, Colorado 80112 (303) 792-5911 ENTERPRISE PRODUCTS PARTNERS, L.P. TYPICAL DRAWING TYPICAL DAM & PUMP STREAM CROSSING ACTIVE FLOW WITH ADJACENT WETLANDS CROSSING WESTERN EXPANSION PROJECT PHASE II SCALE: NO SCALE DWG. NUMBER: STD-PIPL-9002D RE.A ..w)_ •, 17q Know what's below. F."CaII811before you d t• BLUE STAIRS OF UTAH www.bluesmbs.OrS 1�000�662�4111 SILT FENCE (AS REQ D) TEMPORARY USE AREA AS NEEDED FOR SOIL STORAGE (SEE ALIGNMENT SHEETS) STRAW BALE DIKE TEMPORARY USE AREA AS NEEDED FOR SOIL STORAGE (SEE ALIGNMENT SHEETS) SILT FENCE (AS REQ D) • xK EARTH FILL RAM I -CROSSING PIPE UP TO BRIDGE ` AS REQUIRED • S' ti HARD PLUG NOTE 7 CONSTRUCTION ROW (NOTE 4) STRAW BALE DIK SILT FENCE (AS REQ'D) EQUIPMENT BRIDGE: 40' STEEL RAILROAD FLAT CAR OR EQUIVALENT (TEMPORARY) SILT FENCE NOTES CROSSING PIPE (SEE ALIGNMENT SHEET FOR MATERIAL REQUIREMENT) 1. DEPTH OF COVER IS MEASURED FROM BOTTOM OF STREAM BED TO TOP OF CARRIER PIPE. 2. TOPSOIL AND SUB SOIL TO BE STORED SEPERATELY TO PREVENT CONTAMINATION OF TOPSOIL. EXCAVATED MATERIAL MUST NOT BE STOCKPILED WITHIN 20 FT. OF WATERBODY. 3. STREAM MANAGEMENT ZONE SHALL EXTEND 50' MIN. BEYOND HIGH WATER MARK OR 50' BEYOND ADJACENT, MARKED WETLAND LIMIT. 4. FOOTAGES ARE BASED ON ROW. ADJUSTMENT WILL BE MADE FOR DIFFERENT ROW WIDTH. 5. RESTORE THE STREAMBED AND BANKS TO APPROXIMATE PRE—CONSTRUCTION CONTOURS, BUT NOT TO EXCEED 2' HORIZONTAL TO 1' VERTICAL. 6. FLUMES ARE TO BE SET WITH 10% OF THEIR DIAMETER BELOW STREAMBED LEVEL WHERE SOIL CONDITIONS PERMIT (OTHERWISE © STREAM GRADE & SLOPE). 7. ENSURE THAT THE DAMS & VEHICLE CROSSING ARE LOCATED FAR ENOUGH APART TO ALLOW FOR EXCAVATION. 8. PIPE TO BE STRUNG & WELDED FOR READY INSTALLATION PRIOR TO WATER BODY TRENCHING. REFERENCE DRAWINGS REVISIONS EEnterprise Products Partners L. P. ENTERPRISE PRODUCTS PARTNERS, L.P. B REVISED DIMENSIONS RMS 12/5/11 ZBB 12/5/11 ZBB 12/5/11 A ISSUED FOR REVIEW RMS 9/20/11 ZBB 9/20/11 ZBB 9/20/11 DWG. NO. DESCRIPTION NO. DESCRIPTION BY DATE CHK DATE APP DATE 1HI0MEWING PREPARED BY: ROONEY ENGINEERING, INC. 12201 E. Arapahoe Road, Suite C-10 Centennial, Colorado 50112 (303) 792-5911 TYPICAL DRAWING TYPICAL STREAM CROSSING DRY CHANNEL TYPE CROSSING WESTERN EXPANSION PROJECT PHASE II SCALE: NO SCALE DWG. NUMBER: STD -PI PL -9003 REV:B RandyM Wed, 09/21/11 9:56 AM W:\Enterprise\02757 — WEP Support\CAD\TYPICALS\STD—PIPL 150' I - 250' 1 STORAGE FOR BULK BENTONITE AND AUXILIARY EQUIPMENT L DRILLING FLUID SYSTEM AND TANK MAY BE MOVED TO FIT AVAILABLE SPACE f• COLORADO.811 Know what's below. ...iii,5 V Call 811 before you dig. BLOB TAKESNOF UTAH www.koluestakes.org 1-B0P662-4111 CONTAINMENT BERM FLUID SYST. FLUID TANK TYPICAL WORKSPACE LIMITS J 20' (MIN.) DRILL PIPE RIG RAMP CONTROL VAN TYPICAL ENTRY AREA SITE PLAN SUPPORT EQUIPMENT ENTRY POINT DRILLED PATH CENTERLINE RIVER ACCESS FOR FRESH WATER COLLECTION SILT FENCE GATE TO BE CLOSED WHEN NOT IN USE WATER'S EDGE — — WATER'S EDGE \_ SILT FENCE GATE TO BE CLOSED WHEN NOT IN USE 20' (MIN.) 50' WORKSPACE TO EXTEND THE LENGTH OF DRILLED SEGMENT PLUS 200' L CONTAINMENT BERM MUD PUMP MUD TANK EXIT POINT --------�- — 1 7 \\ RIVER ACCESS 7IL% FOR FRESH \ WATER 1 \ COLLECTION L PIPE HANDLING EQUIPMENT // PREFABRICATED PULL SECTION / I SUPPORTED ON ROLLER STANDS I/ DRILLED PATH CENTERLINE TYPICAL WORKSPACE LIMITS 200' J J L TYP CAL ROW 200' TYPICAL EXIT AREA SITE PLAN EXIT HOLE \ DRILL RIG • CONCEPTUAL PIPE PROFILE • WATERCOURSE • 5' (MIN.) PROFILE • • PIPE STRING I ADDITIONAL TEMPORARY R.O.W. MAY BE REQUIRED FOR THE WELDED PIPE STRING DEPENDING ON THE GEOMETRY OF THE CROSSING NOTES: 1. EQUIPMENT TO BE SUPPORTED ON THE GROUND SURFACE OR TIMBER MATS AS CONDITIONS DICTATE. 2. SILT FENCE AND/OR STRAW BALE BARRIER TO BE USED AS REQUIRED. 3. FOLLOW SITE SPECIFIC PLAN PROVIDED IN THE CONSTRUCTION DRAWINGS. REFERENCE DRAWINGS REVISIONS EEnterprise Products Partners L P. ENTERPRISE PRODUCTS PARTNERS, L.P. A ISSUED FOR REVIEW RM 9/20/11 ZBB 9/20/11 ZBB 9/20/11 DWG. NO. DESCRIPTION NO. DESCRIPTION BY DATE CHK DATE APP DATE THIS DRAWING PREPARED BY: ROONEY ENGINEERING, INC. 12201 E. Arapahoe Road, Suite C-10 Centennial, Colorado 80112 (303) 792-5911 TYPICAL DRAWING TYPICAL HDD CROSSING ENTRY AND EXIT SITE PLANS WESTERN EXPANSION PROJECT PHASE II SCALE: NO SCALE DWG. NUMBER: STD-PIPL-9004 REV:A TOPSOIL STORAGE FIELD BERM (AS REQ'D) (NOTE 3) PERMANENT R—O—W TEMPORARY CONSTRUCTION R -0—W FIELD DETERMINE FIELD DETERMINE SPOIL PILE (NOTE 3) COL0 RADO-811 Know what's below. VCa11811 before you dig. !!Lno7AKISNOF UTAH www.bluestakes.org 1-BOPfi62-4112-4111 MULTIPLE EXISTING PIPELINES (LOCATION VARIES) 1,,, \\� \ \\ \\ \\ \\ J\ (:- \ xg \ \. \\ V O . v N NOTES: 1. DITCH CENTERLINE WILL BE SURVEYED AND RECORDED FOR BLM RECORDS. 2. THE TOP 6" OF TOPSOIL WILL BE REMOVED AND CONSERVED DURING EXCAVATION AND RE -USED AS COVER ON DISTURBED AREAS TO FACILITATE RE -GROWTH OF VEGETATION. 3. TOPSOIL AND SPOIL STORAGE SHALL BE LOCATED IN UPLAND AREAS, OUTSIDE OF WETLANDS. TOPSOIL AND SPOIL MAY BE STORED ON LANDSCAPE FABRIC INSIDE WETLAND AREAS. 4. EQUIPMENT MATS SHALL BE USED IN ALL WETLAND AREAS TO MINIMIZE DISTURBANCE. REFERENCE DETAIL 1 THIS DRAWING 1 (NOTE 4) /���u�/ATX 111 111 DITCH AND CONSTRUCTION ROW ELEVATION SCALE: N.T.S. z 0l - * NOTE 2 /\\//\\%� ............................................................... �� iii/i r� ��� ���� �i� � ��r�rS tri riirir ��!%r�'!iii ��i \j/%/%�//\ �.�\//iiii�iii�.�\/` r;y,;; ;rrrryrrrr,,,, ��r i/i i�r 1,1,r" r iirrriii/ri„, i„,� ���ir ''rrr/rrr r rri� �i rrr, /i; rrr rrrrr r�irr �r DETAIL 1 SCALE: N.T.S. PADDING OR SANDBAGS (NOTE 4) ADDITIONAL TOPSOIL STORAGE FIELD BERM (AS REQ D) (NOTE 3) REFERENCE DRAWINGS REVISIONS EEnterprise Products Partners L P. ENTERPRISE PRODUCTS PARTNERS, L. A ISSUED FOR REVIEW R 9/20/11 ZBB 9/20/11 ZBB 9/20/11 DWG. N0. DESCRIPTION N0. DESCRIPTION BY DATE CHK DATE APP DATE THIS DRAWING PREPARED BY: ROONEY ENGINEERING, INC. 12201 E. Arapahoe Road, Suite C-10 Centennial, Colorado 80112 (303) 792-5911 TYPICAL DRAWING TYPICAL CONSTRUCTION DITCH DETAIL WESTERN EXPANSION PROJECT PHASE II SCALE: AS NOTED DWG. NUMBER: STD-PIPL-9005 RandyM Fri, 09/23/11 10:31 AM W:\Enterprise\02757 — WEP Support\CAD \TYPICALS\STD—PIPL TOPSOIL STORAGE FIELD BERM (AS REVD) PERMANENT R—O—W TEMPORARY CONSTRUCTION R—O—W FIELD DETERMINE FIELD DETERMINE cz o \\\\\ \\ \ \ \ ; \ N z m TEA N\\ (NOTE 3) 8:,1 Know what's below. CaII 811 Before you dig. BLUE STAKESNOF UTAH UNLIT NOCENTFA INC www.koluestakes.org 1-B00-662-4111 MULTIPLE EXISTING PIPELINES (LOCATION VARIES) z NOTES: 1. DITCH CENTERLINE WILL BE SURVEYED AND RECORDED FOR BLM RECORDS. 2. THE TOP 6" OF TOPSOIL WILL BE REMOVED AND CONSERVED DURING EXCAVATION AND RE -USED AS COVER ON DISTURBED AREAS TO FACILITATE RE -GROWTH OF VEGETATION. 3. EQUIPMENT MATS SHALL BE USED OVER ALL EXISTING PIPELINES IN CONSTRUCTION ROW REFERENCE DETAIL 1 THIS DRAWING MULTIPLE EXISTING PIPELINES (LOCATION VARIES) DITCH AND CONSTRUCTION ROW ELEVATION SCALE: N.T.S. DETAIL 1 SCALE: N.T.S. --- PADDING OR SANDBAGS On MULTIPLE EXISTING PIPELINES (LOCATION VARIES) ADDITIONAL TOPSOIL STORAGE FIELD BERM (AS REO'D) J REFERENCE DRAWINGS REVISIONS EEnterprise Products Partners L P. ENTERPRISE PRODUCTS PARTNERS, L.P. A ISSUED FOR REVIEW RM 9/20/11 ZBB 9/20/11 ZBB 9/20/11 DWG. NO. DESCRIPTION N0. DESCRIPTION BY DATE CHK DATE APP DATE THIS DRAWING PREPARED BY: ROONEY ENGINEERING, INC. 12201 E. Arapahoe Road, Suite C-10 Centennial, Colorado 80112 (303) 792-5911 TYPICAL DRAWING TYPICAL CONSTRUCTION DITCH DETAIL OVER EXISTING PIPELINES WESTERN EXPANSION PROJECT PHASE II SCALE: AS NOTED DWG. NUMBER: STD-PIPL-9006 REV:A RodneyS Fri, 10/21/11 7:56 AM W:\Enterprise\02757 — WEP Support \CAD\TYPICALS\STD—PIPL-90 TOPSOIL STORAGE FIELD BERM (AS REVD) (NOTE 3) PERMANENT R—O—W TEMPORARY CONSTRUCTION R—O—W FIELD DETERMINE FIELD DETERMINE SPOIL PILE (NOTE 3) N N N COLORADO -$11 Know what's below. w Call811 before you dig. BLUENSSTAKESNOF UTAH CENTER, INC UTILITY �\ ww1t°61 koa.og 1-800- 6 62-4111 MULTIPLE EXISTING PIPELINES (LOCATION VARIES) 0 NOTES: 1. DITCH CENTERLINE WILL BE SURVEYED AND RECORDED FOR BLM RECORDS. 2. THE TOP 6" OF TOPSOIL WILL BE REMOVED AND CONSERVED DURING EXCAVATION AND RE -USED AS COVER ON DITCH LINE TO FACILITATE RE -GROWTH OF VEGETATION. TOPSOIL AND SPOIL STORAGE SHALL BE LOCATED IN UPLAND AREAS, OUTSIDE OF WETLANDS. TOPSOIL AND SPOIL MAY BE STORED ON LANDSCAPE FABRIC INSIDE WETLAND AREAS. EQUIPMENT MATS SHALL BE USED IN ALL WETLAND AREAS TO MINIMIZE DISTURBANCE. TOPSOIL REMOVED FROM DITCH LINE ONLY. i \ N N \ \N \ \ \N N \\ N NN \ N \ \ \ N AN N A Y REFERENCENL 1 THIS DRAWING (NOTE 4) DITCH AND CONSTRUCTION ROW ELEVATION SCALE: N.T.S. DETAIL 1 SCALE: N.T.S. PADDING OR SANDBAGS ui (NOTE 4) REFERENCE DRAWINGS REVISIONS EEnterprise Products Partners L.P. ENTERPRISE PRODUCTS PARTNERS, L.P. A ISSUED FOR REVIEW RM 9/20/11 ZBB 9/20/11 ZBB 9/20/11 DWG. NO. DESCRIPTION NO. DESCRIPTION BY DATE CHK DATE APP DATE THIS DRAWING PREPARED BY: ROONEY ENGINEERING, INC. 12201 E. Arapahoe Road, Suite C -I O Centennial, Colorado 80112 (303) 792-5911 TYPICAL DRAWING TYPICAL CONSTRUCTION "DOUBLE -DITCH" DITCH LINE ONLY - DETAIL IN WETLAND AREAS WESTERN EXPANSION PROJECT PHASE II SCALE: AS NOTED DWG. NUMBER: STD-PIPL-9007 REV:A RodneyS Fri, 10/21/11 7:41 AM W:\Enterprise\02757 — WEP Support \CAD\1YPICALS\STD—PIPL TOPSOIL STORAGE FIELD BERM (AS REO'D) PERMANENT R—O—W TEMPORARY CONSTRUCTION R—O—W FIELD DETERMINE FIELD DETERMINE \ N \ \ N N i (NOTE 3) 0 COLORADO -811 851 Know what's below. a CaII 811 before you dig. BLUENSSTAKESNOF UTAH CENTER, INC, UTILITY �\ 77ic o Ukes.og 1-800- 6 62-4111 MULTIPLE EXISTING PIPELINES (LOCATION VARIES) 0 REFERENCENL 1 THIS DRAWING NOTES: 1. DITCH CENTERLINE WILL BE SURVEYED AND RECORDED FOR BLM RECORDS. 2. THE TOP 6" OF TOPSOIL WILL BE REMOVED AND CONSERVED DURING EXCAVATION AND RE -USED AS COVER ON DITCH LINE TO FACILITATE RE -GROWTH OF VEGETATION. 3. EQUIPMENT MATS SHALL BE USED OVER ALL EXISTING PIPELINES IN CONSTRUCTION ROW 4. TOPSOIL REMOVED FROM DITCH LINE ONLY. MULTIPLE EXISTING PIPELINES (LOCATION VARIES) DITCH AND CONSTRUCTION ROW ELEVATION SCALE: N.T.S. DETAIL 1 SCALE: N.T.S. PADDING OR SANDBAGS ui 1 (NOTE 3) MULTIPLE EXISTING PIPELINES (LOCATION VARIES) REFERENCE DRAWINGS REVISIONS EEnterprise Products Partners L.P. ENTERPRISE PRODUCTS PARTNERS, L.P. A ISSUED FOR REVIEW RM 9/20/11 ZBB 9/20/11 ZBB 9/20/11 DWG. NO. DESCRIPTION NO. DESCRIPTION BY DATE CHK DATE APP DATE THIS DRAWING PREPARED BY: ROONEY ENGINEERING, INC. 12201 E. Arapahoe Road, Suite C -I O Centennial, Colorado 80112 (303) 792-5911 TYPICAL DRAWING TYPICAL CONSTRUCTION "DOUBLE - DITCH" DITCH LINE ONLY WESTERN EXPANSION PROJECT PHASE II SCALE: AS NOTED DWG. NUMBER: STD-PIPL-9008 REV:A EP Support\CAD\IYPICi S\ST COL9.1DO 811 811 what's below. el Cell 811 before youdig. BLUE STAUESNOF UTAH www.Wuesfakes.arg 1-BO0-662-4111 PIPELINE DITCH PIPELINE DITCH ROAD EDGE 0 ROAD EDGE 0 0_ 0 I Li 0 0 0 L -Li 0 0 u_ 0 0 0 0 0 r PIPELINE DITCH 1 J L TIE—IN PIT PIPELINE DITCH EXISTING GRADE 0I 1 L LINE PIPE PIPELINE MARKER NOTE 1 TYPICAL OPEN CUT CROSSING (PLAN) CROSSING PIPE (SEE ALIGNMENT SHEETS FOR MATERIAL REQUIREMENTS) TRANSITION TO 6' COVER NOTES: 1. DITCH CENTERLINE WILL BE SURVEYED AND RECORDED FOR BLM RECORDS. 2. EQUIPMENT MATS SHALL BE USED OVER ALL EXISTING PIPELINES IN CONSTRUCTION ROW F 0 Iz 0 ROAD EDGE >- 0 0 0 c� ROAD EDGE I L J LINE PIPE PIPELINE MARKER EXISTING GRADE 0 TIE—IN PIT TYPICAL OPEN CUT CROSSING TIE—IN PIT (ELEVATION) SCALE: N.T.S. 0 TRANSITION TO 6' COVER REFERENCE DRAWINGS REVISIONS EEnterprise Products Partners L.P. ENTERPRISE PRODUCTS PARTNERS, L.P. A ISSUED FOR REVIEW RM 1-20-12 ZBB 1-20-12 ZBB 1-20-12 DWG. NO. DESCRIPTION NO. DESCRIPTION BY DATE CHK DATE APP DATE THIS DRAWING PREPARED BY: ROONEY ENGINEERING, INC. 12201 E. Arapahoe Road, Suite C-10 Centennial, Colorado 80112 (303) 792-5911 TYPICAL DRAWING TYPICAL TRUNK PIPELINE OPEN CUT ROAD CROSSING WESTERN EXPANSION PROJECT PHASE II SCALE: AS NOTED DWG. NUMBER: STD -PIP -9009A REV:A