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HomeMy WebLinkAboutPRPA HARMONY-PORTNER-BOYD LAKE TRANSMISSION LINE - SPAR - 9-09 - MAPS/GRAPHICS -SOIL EROSION AND SEDIMENT CONTROL NOTES: r . SOIL EROSION AND SEDIMENTATION CONTROL SHALL PROTECT AGAINST LOSS OF SOIL BY THE ACTION OF WATER, ICE, GRAVITY OR WIND. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN EACH WORK AREA PRIOR TO WORK COMMENCING IN THAT AREA. MEASURES SHALL BE REMOVED AFTER FINAL RESTORATION OF THE INDIVIDUAL WORK AREAS. NO WORK SMALL BE UNDERTAKEN WITHOUT SOIL EROSION AND SEDIMENT CONTROL MEASURES IN PLACE. 1. KEEP DISTURBED AREA AS SMALL AS POSSIBLE. 2. STABILIZE AND/OR PROTECT DISTURBED AREAS AS SOON AS POSSIBLE. 3. KEEP STORM WATER RUNOFF VELOCITIES LOW. 4. RETAIN SEDIMENT WITHIN IMMEDIATE CONSTRUCTION AREA THE PURPOSE OF THIS PLAN IS TO SPECIFY METHODS FOR TEMPORARY EROSION CONTROL DURING CONSTRUCTION. IT IS INTENDED THAT MEASURES CALLED FOR IN THE SPECIFICATIONS AND SHOWN ON THESE PUNS BE STRICTLY ADHERED TO. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO ASSURE THAT CONSTRUCTION PROCEDURES UNDERTAKEN BE IN CONFORMANCE WITH STATE LAW. ALL SOIL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE REGULARLY MAINTAINED BY THE CONTRACTOR THROUGHOUT THE DURATION OF THE PROJECT. COLLECTED SILT AND SEDIMENTATION SHALL BE REMOVED PERIODICALLY TO MAINTAIN THE EFFECTIVENESS OF THE SILT TRAPS OR SEDIMENTATION CONTROL DEVICES. WHERE REWIRED, THE CONTRACTOR SHALL REPLACE FILTER MATERIALS WHICH HAVE BECOME INEFFECTIVE DUE TO CONTAMINATION, CLOGGING OR PHYSICAL DETERIORATION. IF POSSIBLE, NO GRUBBING SHOULD BE DONE WITHIN 30' OF AN ACTIVE WATERCOURSE THERE ARE NO KNOWN WATERCOURSES IN THE CONSTRUCTION AREA. ALL TEMPORARY EROSION CONTROL OEWCES SMALL BE REMOVED BY THE CONTRACTOR AT THE COMPLETION OF CONSTRUCTION UNLESS DIRECTED BY THE ENGINEER AND CONTROLLING ENTITY TO BE LEFT IN PLACE. CARE SHALL BE TAKEN DURING REMOVAL TO MINIMIZE SILTATION IN NEARBY DRAINAGE COURSES. NO STOCKPILES OF SOIL OR SPOILS SHALL BE MAINTAINED ON THE ROUTE. ALL SPOILS SHALL BE REMOVED FROM THE WORK AREA AND DISPOSED OF IN AN APPROVED MANNER. SOIL EROSION AND SEDIMENTATION CONTROL: (TEMPORARY FACILITIES) THE CONTRACTOR'S CONSTRUCTION PRACTICES FOR THIS PROJECT SMALL BE IN COMPLIANCE WITH STATE LAWS, LOCAL ORDINANCES AND PERMIT REQUIREMENTS, THE CONTRACTOR SHALL FOLLOW THE PROCEDURES DESCRIBED BELOW AND CONSTRUCT AND MAINTAIN FACILITIES SHOWN ON THE DRAWINGS TO CONTROL SOIL EROSION DURING CONSTRUCTION OF THIS PROJECT. ALL DISTURBED SURFACE AREAS (INCLUDING UTILITY TRENCHES) SHALL BE TEMPORARILY GRADED AND/OR DITCHED TO DIRECT ALL RUNOFF WATER FROM THESE AREAS TO SEDIMENTATION CONTROL DEVICES WHICH WILL PREVENT SEDIMENT FROM ENTERING A WATERCOURSE, SEWER, OR ADJACENT LINOS. SUCH SEDIMENTATION CONTROL DEVICES SHALL INCLUDE BUT NOT BE LIMITED TO PROTECTIVE DITCHES, SEDIMENT TRAPS, SEDIMENT FILTERS, DITCH TRAPS, PIPE BARRIERS, AND FILTERS AS DETAILED AND LOCATED ON THE DRAWINGS. AFTER THE PROJECT WORK HAS BEEN COMPLETED. INSPECTED, AND APPROVED. THE CONTRACTOR SHALL REMOVE ALL SEDIMENTATION CONTROL DEVICES, MATERIAL, AND THEIR COLLECTED SILT AND DEBRIS AND COMPLETE THE PROJECT WORK IN ACCORDANCE WITH THE DRAWINGS. IN ROADWAY AREAS TEMPORARY AGGREGATE SURFACING SHALL BE PLACED IMMEDIATELY AFTER THE BACKFlWNG OPERATION HAS BEEN COMPLETED. POSITIVE DUST CONTROL MEASURES SHALL BE TAKEN AT ALL TIMES. PERMANENT STABILIZATION IN UNPAVED AREAS SHALL BE COMPLETED WITHIN 5 DAYS AFTER FINAL GRADE HAS BEEN ESTABLISHED. PERMANENT STABILIZATION SHALL CONSIST OF PLACING TOPSOIL, SEEDING AND MULCHING AND/OR SODDING THESE DISTURBED AREAS OF THE PROJECT. SEED OR SOD PER CITY STANDARDS CURRENT AT TIME OF CONSTRUCTION. IF SEASONAL CONDITIONS PREVENT FINAL CLEANUP AND RESTORATION, THE CONTRACTOR SHALL PROCEED WITH TEMPORARY STABILIZATION OF THE DISTURBED AREA, TEMPORARY STABILIZATION SMALL BE ACCEPTABLE TO THE CONTROLLING ENTITY AND THE ENGINEER. WHEN SEASONAL CONDTITONS ALLOW RESTORATION WORK TO CONTINUE. TEMPORARY STABILIZATION MATERIALS SHALL BE REMOVED AND APPROPRIATELY DISPOSED OF. FINAL CLEANUP AND RESTORATION SHALL THEN BE COMPUTED. ALL SOIL EROSION AND SEDIMENTATION WORK DESCRIBED HEREIN AND SHOWN ON THE DRAWINGS WILL BE INCIDENTAL TO THE CONTRACT. SOIL EROSION AND SEDIMENTATION CONTROL MAINTENANCE NOTES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SOIL EROSION AND SEDIMENTATION CONTROL DEVICES. THE CONTRACTOR SHALL INSPECT SOIL EROSION AND SEDIMENTATION CONTROL DEVICES WEEKLY AND WITHIN 24 HOURS OF SIGNIFICANT RAINFALL MAINTENANCE INCLUDES ALL WORK NECESSARY FOR PROPER OPERATION OF THE INLET PROTECTION AND EXCAVATION DEWATERING SYSTEMS AND DEVICES. SYSTEMS AND DEVICES WHICH CAN NOT BE REPAIRED MAY NEED TO BE REPLACED. MAINTENANCE/REPLACEMENT OF THE SYSTEMS AND DEVICES SHALL BE PERFORMED WITHIN 24 HOURS OF INSPECTION. SEDIMENT SHALL BE REMOVED AS NECESSARY TO MAINTAIN THE EFFECTIVENESS OF SOIL EROSION AND SEDIMENTATION CONTROL DEVICES. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL ESTABLISHMENT OF PERMANENT TURF HAS BEEN ACHIEVED. AL MUD. DIRT AND DEBRIS TRACKED ONTO EXISTING ROADS FROM THE CONSTRUCTION ACTIVITIES SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 3/4' - 1 1/2' STONE GEOTEXTILE CLOTH CLASS E 2x4 ANCHOR 2x4 WEIR 3/4' - 1 1/2' STONE. PERSPECTIVE VIEW NTS 2x4 ANCHORS (2) PLCS `2x4 SPACER TYP. (2) PLCS SANDBAG OR ALTERNATE WEIGHT _- 2.4 SPACER WIRE MESH s' GEOTEXTILE CLOTH CUSS E TO STORM DRAIN CROSS SECTION NTS NOTES: I HPBL-16 1. SSEELE GENERALL NO�T�ES, DRAWING HPBLE-g103..pL� g� pyE E� 2 CURB ORRMT PROTECTWIONI OETNLHOR GRADE INLET PROTECTION DETAIL LTRATION SYSTEM AS SHOWN IN THE 2'x2*06' FENCE POST WOVEN WIRE FENCE (MIN. 14 1/2 GAGE, MAX. 6' MESH SPACING WITH FILTER CLOTH OVER) i 2 W n EMBED FILTER CLOTH UNIT GEOTEXTILE CLOTH MIN. 8' INTO GROUND CLASS E 03 WOVEN WIRE FENCE (MIN. 14 1/2 GAGE. MAX. 6' MESH SPACING WITH FILTER CLOTH OVER) CROSS SECTION 10 MAX. NTS C C 2'x2'xS6' FENCE POST DRIVEN MIN. 18' INTO GROUND z r EMBED FILTER CLOTH �+ MIN. B' INTO GROUND ,,uL' T y� ROUND _z PERSPECTIVE VIEW NTS CONSTRUCTION SPECIFICATIONS: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24' AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 'BILGES' DEVELOP IN THE SILT FENCE. CONSTRUCTION SPECIFICATIONS: 1. ATTACH A CONTINUUS PIECE OF 1/2%1/2' WIRE MESH (30' MIN. WIDTH BY THROAT LENGTH PLUS 4') TO THE WEIR (MEASURING THROAT LENGTH PLUS 2') AS SHOWN. 2. PUCE A CONTINUOS PIECE OF GEOTEXTLE CLOTH, CLASS E. THE SAME DIMENSIONS AS THE WIRE MESH, OVER THE WIRE MESH AND SECURELY ATTACH T TO THE 2x4 WEIR. 3. SECURELY MAIL THE 2x4 WEIR TO 9' LONG VERTICAL SPACERS THAT ARE TO BE LOCATED BETWEEN THE WEIR AND THE INLEF FACE (MAX. 4' APART). 4. PLACE THE ASSEMBLY AGAINST THE INLET THROAT AND NAL LENGTHS OF 2x4 (MINIMUM 2') TO THE TOP OF THE WEIR AT SPACER LOCATIONS. THESE 2x4 ANCHORS SHALL EXTEND ACROSS THE INLET TOP AND BE HELD IN PUCE BY SANDBAGS OR AN ALTERNATE WEIGHT, ACCEPTABLE TO THE ENGINEER. 5. THE ASSEMBLY SHALL BE PLACED SO THAT THE END SPACERS ARE A MINIMUM V BEYOND BOTH ENDS OF THE THROAT OPENING. 6. FORM THE 1/2'xl/2' WIRE MESH AND THE GEOTEXTILE FABRIC TO THE CONCRETE GUTTER AND AGAINST THE FACE OF THE CURB ON BOTH SIDES OF THE INLET. PUCE CLEAN 3/4' TO 1 1/2' STONE OVER THE WIRE MESH AND GEOTEXTILE CLOTH IN SUCH A MANNER TO PREVENT WATER FROM ENTERING THE INLET UNDER OR AROUND THE GEOTEXTILE CLOTH. 7. THIS TYPE OF PROTECTION MUST BE INSPECTED FREQUENTLY AND THE FILTER CLOTH AND STONE REPLACED WHEN CLOGGED WITH SEDIMENT. 8. ASSURE THAT THE STORM FLOW DOES NOT BYPASS THE INLET BY INSTALLATING A TEMPORARY EARTH OR ASPHALT DIKE TO DIRECT THE ROW TO THE INLET. CURB INLET PROTECTION DETAIL NTS POSTS: STEEL EITHER i' OR 'U' TYPE OR 2' HARDWOOD. FENCE: WOVEN WIRE 14 1/2 GAGE 6' MAX. MESH OPENING. FILTER CLOTH: FILTER X. MIRAF 100X, STABILIZING T140N OR APPROVED EQUAL PREFABRICATED UNIT: GEOFAB, ENVIROFENCE OR APPROVED SILT FENCE DETAIL NTS PRELIMINARY PUMP TRENCH 3/4' - 1 1/2' STONE 6' MIN. '4' - 1 1/2' 6' MIN. INLET GRATE I \ WRAPPED IN GEOTEXTILE CLOTH CROSS SECTION STORM DRAIN NTS CONSTRUCTION SPECIFICATIONS: I. LIFT GRATE AND WRAP WITH GEOTEXDLE CUSS E. COMPLETELY COVER ALL OPENINGS. THEN SET GRATE BACK IN PUCE. 2. PLACE 3/4' TO 1 1/2' STONE, 6' THICK ON THE GRATE TO SECURE THE FABRIC AND PROVIDE ADDITIONAL FILTRATION. 3. INSPECT FREQUENTLY, CLEAR AND REPLACE WHEN CLOGGED. GRADE INLET PROTECTION DETAIL NTS PUMP DISCHARGE Fr FILTER BAG / SEE NOTE I CONSTRUCTION SPECIFICATIONS I. ALL DEWATERINC DISCHARGE SHALL BE FILTERED TO REMOVE SEDIMENT. FILTRATION $HA.L BE FILTER BAG AS MANUFACTURED BY CSI/GEOTURF OR APPROVED EQUAL 2. SUCTION INLET TO PIPE SWILL BE DESIGNED TO MINIMIZE SEDIMENT DISRUPTION AND INTAKE. 3. DENATURING SHALL BE USED ONLY AS DETERMINED NECESSARY BY PERSONNEL IN THE FIELD. - DEPRESSION FOR SUCTION INLET AT LOW POINT IN TRENCH SUCTION INLET SEE NOTE 2 DEWATERING DISCHARGE FILTRATION DETAIL NTS �. NOT TO BE USED FOR CONSTRUCTION III 230kV - 230kV Al 8 C2 B1 B2 O C1 S2 80 HAR BOYD p' LOOKING EAST TOWARDS UNION PACIFIC RAILROAD SCALE: NTS THERMAL CONCRETE DUCTBANK 8' SCH 40 PVC CONDUIT (TYP) 2' SCH 40 FIBER OPTIC CONDUIT (TYP 2 PLCS) 2' SCH 40 CONDUIT FOR 250 KCMIL INSULATED GROUND CONDUCTOR (TYP 2 PLCS) SECTION 5 BOYD LAKE 230kV MANHOLE CONFIGURATION LOOKING EAST TOWARDS UNION PACIFIC RAILROAD SCALE: NTS TYPICAL SPLICE MANHOLE LAYOUT SCALE: 1'-1'-0' SEE NOTE 4 i THERMAL CONCRETE DUCTBANK 230kV 8' SCH 40 PVC CONDUIT (TYP) 61 S1 2' SCH FIBER OPTIC CONDUIT 2' SCH 40 CONDUIT Cl FOR 250 KCMIL INSULATED GROUND HAR CONDUCTOR SECTION 2 DUCTBANK CONFIGURATION LOOKING EAST TOWARDS UNION PACIFIC RAILROAD SCALE NTS 230kV 230kV a 6 82 R OO C1 8 52 A2 G HAR BOYD IT SECTION 6 DUCTBANK CONFIGURATION LOOKING EAST TOWARDS UNION PACIFIC RAILROAD SCALE: NTS 230kV 8 S2 2 ( C2 82 A2 2 F G BOYD SECTION 8 DUCTBANK CONFIGURATION LOOKING EAST TOWARDS UNION PACIFIC RAILROAD SCALE: NTS 230kV C2 8 52 B2 2 FI A2 2 BOYD 2 G THERMAL CONCRETE DUCTBANK ' SCH 40 PVC CONDUIT MID) ' SCH 40 BER OPTIC CONDUIT ' SCH 40 CONDUIT FOR 50 KCMIL INSULATED ROUND CONDUCTOR SECTION 3 DUCTBANK CONFIGURATION LOOKING EAST TOWARDS UNION PACIFIC RAILROAD SCALE: NTS -THERMAL CONCRETE DUCTBANK 8' SCH 40 PVC CONDUIT (TYP) 2' SCH 40 FIBER OPTIC CONDUIT (TYP 2 PLCS) 2' SCH 40 CONDUIT FOR 250 KCMIL INSULATED GROUND CONDUCTOR (TYP 2 PLCS) 4' TERM -A - ACCEPTABLE 2' SCH 40 FIBER OPTIC OR 8' SCH 40 PVC CONDUIT (TYP) 2' SCH 40 CONDUIT FOR 250 KCMIL INSULATED GROUND CONDUCTOR - 23OW 230kV S1 es OO C1 8 81 52 8 THERMAL CONCRETE DUCTBANK THERMAL CONCRETE DUCTBANK- ' SCH 40 PVC CONDUIT (TYP) 8' SCH 40 PVC CONDUIT (TYP)- 2' SCH 40 FIBER OPTIC CONDUIT ' SCH 40 FIBER OPTIC CONDUIT (TYP 2 PLCS) YP 2 PLCS) ' SCH 40 CONDUIT 2' SCH 40 CONDUIT 3R 250 KCMIL INSULATED FOR 250 KCMIL INSULATED ROUND CONDUCTOR GROUND CONDUCTOR YP 2 PLCS) (TYP 2 PLCS) HAR SECTION 7 DUCTBANK CONFIGURATION LOOKING EAST TOWARDS UNION PACIFIC RAILROAD SCALE: NTS 230kV Al S1 81 C1 HAIR SECTION 9 DUCTBANK CONFIGURATION LOOKING EAST TOWARDS UNION PACIFIC RAILROAD SCALE: NTS NOTES: 1. FOR GENERAL NOTES. SEE DRAWING HPBL-103. 2. FOR TYPICAL DUCTBANK DETAILS SEE DRAWING HPBL-104. 3. FOR TYPICAL MANHOLE DETAILS SEE DRAWINGS HPBL-106 @ HPBL-107. 4. SEE PLAN 6 PROFILE DRAWINGS FOR ACTUAL MANHOLE LOCATIONS. 230kV Al m SECTION 4 HARMONY 230kV MANHOLE CONFIGURATION LOOKING EAST TOWARDS UNION PACIFIC RAILROAD SCALE: NTS -THERMAL CONCRETE DUCTBANK 8' SCH 40 PVC CONDUIT (TYP) 2' SCH 40 FIBER OPTIC CONDUIT (TYP 2 PLCS) 2' SCH 40 CONDUIT FOR 250 KCMIL INSULATED GROUND CONDUCTOR (TYP 2 PLCS) 230kV 8• S2 A2 2' (r 0 B2 2• FC GF E I (T RMAL CONCRETE DUCTBANK ;H 40 PVC CONDUIT (TYP) :H 40 FIBER OPTIC CONDUIT 2 PLCS) "H 40 CONDUIT 250 KCMIL INSULATED IND CONDUCTOR 2 PLCS) SECTION 10 DUCTBANK CONFIGURATION LOOKING EAST TOWARDS UNION PACIFIC RAILROAD SCALE: NTS PRELIMINARY NOT TO BE USED FOR CONSTRUCTION HPBL-140 l�J • k WARNING SIGN (FIELD LOCATE) (SEE DETAIL B ON DWG TBHS-104)-,,,,,, 0 .. F�1 0 TYPICAL MANHO P IN 6GRICULTURAL AR AR AND GUARD POST LOCATIONS SCALE: 3/8"-I'-D• SECTION 1 SCALE: 3/8'.1'-0" I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPER- VISION AND THAT I AM A DULY REGISTERED PRO- FESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO SIGNED DATE REG NO GUARD POST WITH BOLLARD SLEEVE (TYP 6 PLCS) - O• I 4 PLCPLCSS WARNING SIGN (FIELD LOCATE) cc����77" (SS EE OEfAIL B ON DWG TBHS-104) U 38 GEOTEXTILE N MAT BPD-YL-6-84-S (RED) BOLLARD SLEEVE SEE NOTE 2 CONCRETE FILLED 6"0 SCHEDULE 40 STEEL PIPE m m FINI H RAD CONCRETE 0 n ENCASEMENT 00 TYPICAL GUARD WITH BID eRD NO SCALE POST V PRELIMINARY NOT TO BE USED FOR CONSTRUCTION ® BLACK & VEATCHix wu B&V PROJECT 140509 Do 0 01/07/09 ISSUED FOR CITY OF FORT COLLINS REVIEW a NO. DATE REVISIONS AND RECORD OF ISSUE NOTES: 1. FOR GENERAL NOTES, SEE DRAWING HPBL-103. 2. THIS DRAWING HAS BEEN INCLUDED AS PART OF THE CONSTRUCTION PUNS TO PROVIDE A DESIGN FOR ADDITIONAL PROTECTION TO THE MANHOLE FRAME/COVERS AND GRADE RINGS IN RURAL AREAS. THE AUTHORITY HAVING JURISDICTION SHALL DETERMINE WHETHER GUARD POST WITH BALLARD SLEEVES AND ROCK IS REQUIRED AT THE MANHOLE LOCATIONS. 3. GRADE SHALL BE SLOPED AT THE MANHOLE FRAME AND COVERS TO DIVERT WATER AWAY FROM THE MANHOLE OPENINGS. PLATTE RIVER POWER AUTHORITY IF2000 E. HORSETOOTH ROAD FT. COLLINS, COLORAD❑ 80525 HARMONY-PORTNER-BOYD LAKE 230kV TRANSMISSION LINE PROJECT AGRICULTURAL MANHOLE AND GUARD POST DETAILS DESIGNED BY LEL IDRAWN BY JLP CHECKED BY LEL APPROVED BY JSR DATE 05/23/08 SCALE AS NOTED DRAWING NO, HPBL-14O REV. 0 Q SURGE ARRESTER (TYP OF 3) TERMINATOR BARE GROUND CONDUTOR (TYP OF 3) (SEE NOTE 2) SINGLE PHA �UNK BOX � (TYP OF 3) INSULATED SHEATH BONDING CONDUCTOR (SEE NOTE 1) - 230KV XLPE CABLE (TYP OF 3)� NOTE: CABLE SUPPORT CLAMPS NOT SHOWN NEMA 2-HOLE COMPRESSION LUG, SIZE AS REQUIRED (SEE DETAIL A) RISER STRUCTURE (COMPLETE OUTLINE NOT SHOWN) (SYSTEM GROUND CONTINUITY CONDUCTOR, INSTALLED FULL LENGTH OF UNDERGROUND CABLE SYSTEM. (SEE NOTE 2) GROUNOIROD / I 'EXOTHERMAL WELD � TYP OF 2)) YP (TOF 2) TYPICAL RISER POLE BONDING SCHEME NTS DETAIL A NTS YKA CONNECTOR IUIRD) TERMINATOR BARE GROUND 0 0 CONDUCTOR y BURNDY TYPE G829 �OR ACCEPTABLE EQUAL 0 INSULATED CABLE SHEATH BONDING CONDUCTOR TO UNK BOX CT FIBER OPTIC CABLE TO FIBER BOX (BY OTHERS) BARE GROUND CONDUCTOR TO GROUND BAR LOCATED AT BASE OF POLE BURNDY TYPE GB29 OR ACCEPTABLE EQUAL BURNDY TYPE KVSW31 OR ACCEPTABLE EQUAL SURGE ARRESTER BARE GROUND CONDUTOR TERMINATOR/SURGE ARRESTER SUPPORT ARM BONDING SCHEME NTS GROUND BAR (HOLE PATTERN TO ACCEPT 5-MEMA 2-HOLE POSITIONS) RISER GROUND PLATE NOTES: 1. SHEATH GROUNDING SHALL BE SIZED BY THE CABLE AND ACCESSORY CONTRACTOR. CABLE AND ACCESSORY CONTRACTOR SHALL PROVIDE AND INSTALL ALL MATERIAL FOR A COMPLETE INSTALLATION. 2. GROUND CONTINUITY CONDUCTOR SHALL BE SIZED BY THE CABLE AND ACCESSORY CONTRACTOR. CABLE AND ACCESSORY CONTRACTOR SHALL PROVIDE AND INSTALL ALL MATERIALS FOR A COMPLETE INSTALLATION. GROUND CONTINUITY CONDUCTOR INSTALLED IN THE DUCT BANK SYSTEM SHALL BE INSULATED. ABOVE GROUND CONTINUITY CONDUCTORS SHALL BE BARE. 3. CABLE AND ACCESSORY CONTRACTOR SHALL SIZE, PROVIDE AND INSTALL TERMINATION AND SURGE ARRESTOR GROUND CONDUCTOR. ♦. CABLE AND ACCESSORY CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL CLAMPS, CONNECTORS, EXOTHERMAL WELDS AND APPURTENANCES NECESSARY FOR A COMPLETE CABLE BONDING AND ACCESSORY GROUNDING SYSTEM. • 1 1/2' GALVANIZED BOLT EX NUT, FLAT WASHER h LOCK 1'-2" 1. I 1., RISER STRUCTURE POLE FACE (TYP) SUPPORT BRACKET (TYP OF 2) M FLAT COPPER BAR GROUND PLATE WITH 5 - NEMA TWO SECTION 1 POLE POSITIONS. PRELIMINARY NOT TO BE USED FOR CONSTRUCTION HPBL-BOYD113 f • S _ 4 !_n ro ^# �f - ^ `. v , ^�A n FL^"" ..i. .Mw" {h•'w5\'�' !M/'..i 4: L _max— � i r �I1-.:.ilof .Y r. a i...� A / �4•lY'� �Y. -� y. V u 1' Je :•�2"r.Tf« » .^: f1Y..n _ _ _ _ _ _ _ ��—A—�.�- ----.� .EAST TRILBY ROAD 1 SOUTH RIGHT -OF- AY EAST TRILBY ROAD I HOD ENTRY POINT V t DD 53+Do 5.+Do 55+00' M #' ,I CON UCTIONy6` EAS11 Ni bs2 125 -o. IXIffiINc 2 0RV QVERHEADM. RM SARI UNION PACIFIC R.R. RIGHT-OFOF-WAWAY CURVE TABLE CURV EGIN CURV END CURVE LENGTHANGLE RADIUS rlANGEW P.I. NORTHING I P.I. EASING I B.C. NORTHING1 B.C. EASTING JE.C. NORTHING1 E.C. EASING SA CA 46+23.5 STA 52 41tl 100.00 7.81 97241.55 20065176 726.8 94 63,421 41..55 22 6 C114 5 A4 . . . 568 12 20158.974910 4910 RECnON OF CABLE PULL IXISTW GRADE o IG 4900 sn AC 4900 4890 STA B Iw sEYhR _ A Z Y SwR 4B7B. tSTING EIXIEV: GRADE 7 U 4890 M R 00 0 u- lum m lv,m�Z/V 4880 QN 4880 EIEV 3 8� 4870 m x STA W 59.03 24 w SwT SEWER 4870 INV ELI V 4872.74 3 — - 4860 0 w 4860 W 4850 0TZ 4850 Lff qN 800' R BOO' R Y 4840 4840 W 4830 = � 4830 a 4820 _ 4820 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 PRELIMINARY PLATTE RIVER POWER AUTHORITY NOTES: NOT TO BE USED ® 2000 E. HORSETOOTH ROAD FT. COLLINS, 1. CONTRACTOR TO RMATCHOAD. IXISONG ASPHALT PAVEMENT (5• YIN) ON FAST TRILBY ROAD. F O R C 0 N S T R U C TI 0 N COLORAD❑ 80525 �' HARMONY-PORTNER-BOYD LAKE P- 1'-50' PRORLE -HORIZ 1 50' VENT I BY HERECERTIFY THAT THIS DOCUMENT WAS 230kV TRANSMISSION LINE PROJECT 1 =10' PREPARED BY ME OR UNDER MY DIRECT SUPER— VISION AND TINT I AM A DULY REGISTERED PRO— ® BLACK & VEATCH Z STA 45+QQ T❑ 56+52, 47 50' 25' 0 50100' FESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO H. 1 01/07/09 ISSUED FOR CITY OF FORT COLLINS REVIEW EJM LEL JSR OESIGTffD BY LEL DRAWN BY JLP CHECKER BY LEL 1•=s0' SIGNED DATE REG NO. B&V M� PROJECT 140509 & 0 04/30/08 ISSUED TO GASES FOR PROJECT PRICING JLP LEL JSR APPROVE➢ BY JSR GATE 04/14/08 -BOYD113 I REV' 1 a NO. DATE REVISIONS AND RECORD OF ISSUE IBYICI HPBL-BOYD112 :. x ' x I , - fNl �x , _ _. _ -• �� m v_.-V -,. _=�"'8-5. v',:.- V - v _ v- --i- 412 EAST TRILBY ROAD - - - - - - - - - - - - - - - - _ _ - _ _ _ t� u+DD_--35+�-----}��- 37---------- $i $ r $t I SIC cREea*sua ,s + C# 35 CURVE BEGIN CURV END CURVE LENGTH NGLE RADIUS ANGE P.I. NORTHING P.I. EA311NG B.C. NORT7ING B.C. ASTING E.C. NORTHING E.C88.H G 411STA STA 33+26.15 56.55 8d 400.00 232 97313.19 19931683 97313+19 199288.50 9731Z78 1 .,89F34A4045 33+29.2 2 STA215 STA 33+82.7056.55Bd400.00 .39731.17 2 3N 19937291 9731718 189344.87 97321.17 1 C1_TJ43 STA STA 45+60.22 36.15 41d 50 1789973421.17 200561,51 973211200542.697308.67 59S1...T682I79 ssA-0S .2 TA 46+238S8 .55 1000 34.21SDAa9+9.o 5 200651.78 76, 200823.41 261.522008574916 -O/S 1XV i srA 30+ zs e• Pic O CDON OF c PII 4904 uum R!V ELEV 4903.43 Y �_ STA J +04804.60 _ - RCP $FORM SEWER _T. _ _... 4912 INV ELEV BELL 'COT O < NY 4904.}0 ASSUMW 4900 A }1+)3.01 TELEPHONE N/A-0/5 � 4908 ~ z STA 31+6810 FlBER N/A-0 F u INV ELEV 106.17 ASSu ACD = 4896 U 4904 1i -- - E19STIN0 0 STA 31+82 9 GAS N/A D/S STA 33+ 82 FlBER PTN/A- S nEv: 2.00 4892 _ INV ELEV 106.00 ASS MED INV EIEV 4889.!] UNIDO - 490D J m A 32+03.8 EIECTR N/A-D/S INV 490}.2 ASSUMED ET0511N GRADE 9MK ELEV: 4698.24 ELEV: 31 -1 4888 = IN PVC rt7.9 S INV ELEV 469Z98 R STA 36 54.95 OAS INV E IBp6.00 A-0/5 F(7 = _ 4896 O STA 31 +87. TUNE R BANK ;.. W I ELEV 4893. o 4884 W W L W 4892 0 AF _ 0 4880 0 M WJ 4888 Y � 4876 n0' STATION +49.99 J COMNC PR __. .. -_ _ __-. _. - - __. _. _ W 4884 = A10' _ 21.' u53 - -- 4M68.5} j a = 4872 - - - - - 4880 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 4868 45+00 PRELIMINARY PLATTE RIVER POWER AUTHORITY NOTES: ® 2000 E. HORSETOOTH ROAD TO BE USED FT. COLLINS, COLORADO 80525 1. CONTRACTOR TO MATCH EXISTING ASPHALT PAVEMENT (a' (8' MIN) on EAST RI s RDAs. F O R SCALE: C O N S T R U C T I O N HARMONY-PORTNER-BOYD LAKE PLAN -I -Sa 0 PMnl-E - HORIZ t'-50'Of 1HEREB CER FY HAT THIS DOCUMENT WAS 230kV TRANSMISSION LINE PROJECT 2• PREPMEO BY ME OR UNDER MY DIRECT SUPER- ® BLACK & VEATCH VISION AND THAT I AM A DULY REGISTERED PRO- o STA 30+00 TO 45+00 so' 25' G 50' 100' 4' FESSIONAL ENGINEER UNDER THE IAWS OF NE STATE OF COLORADO Z I- 1 01/07/09 ISSUED FOR CITY OF FORT COLLINS REVIEW EJM LEL JSR DESIGNED BY LEL DRAWN BY JLP CHECK ED BY LEL t'.sO' SIGNED DATE 1�G No. Bd(V PROJECT V{ 140509 0 0 04/30/OS ISSUED TO CAGES FOR PROJECT PRICING JLP LEL JSR APPROVED BY JSR DATE 04/14/OS g NO. DATE REVISIONS AND RECORD OF ISSUE BY CK APP SCALE AS NOTED DRAWING ND. HPBL-BOYD112 REV. 1 HPBL-BOYD111 1 j" ly "f � t fi EAST TRILBY ROAD I n r i] 14+00 19400 / 20+00 �--._ 1 y.•��, * _" `-"+'-- _t _e+.._.,. ... :�_s._. n _ - n 11 ,. ` II Y vml CURVE TABLE CURV EGIN CURVE1 END CURVE UENGTHIANGUE1 RADIUS ANGE P.I. NORhiING P.I. FASTING B.C. NORTHING B.C. FASTING E.C. NORhiING E.C. EASTING ND I C7 STAlj� A 152.125 315G10.00 1319 9735259 197528. 88 97352.59 197515.69 97355.01 197541.62 97 (�- 5W817tl 10CB STA 1421W 00 14.53 97359.99 197556,45 97355.22 19754242 97359.W 197570.97 - C9 STA29+1&45STA29155.52 37-07 I 11tl 1 200.00 1 18.59 1 97322,72 198956,69 97323.22 19893B, 11 97318.81 198974,87 C10 STA 29+60.96 STA 30+03.361 42.39 1 12tl 1 200.00 1 21.28 97313.19 19900099 97317.67 1989W 19 97313.19 1 199022.25 E%ISIIN GARDE _ _ 4962 TUNE WCT 849( 4934 - DIREcnoN cA91E z A 13+05. 2 le" RCP 4968 O W EIEV N .54 STA 15+ 7.] N A SE BELL 4930 < STA 17 H31.47 TELE WONE N/A- /S < 1w VuF 4963.17 APSUMED 7 E]IISnNC. 4954 Z E`" `e i 4926 A 26+31. WATER N/ -D/S Al -1� 100' T.fiJK W ELF/ w 9.78 APSUM ELEV: {9 _ _ - STA 2N{I GAS-M/ 0/4-- - - o 4950 M 9N E EV xa.se Assu ED 4922 i 4946 m 100' STA 21+3 .12 ELECTRI N/A-D/ m 4918 = B• $OMIT SEWER STA 21+67. WATER N -D/S = Ur INV LEV 4942.8 INV FIN 4 9.09 ASSUMED STA 30 91.70 INV IN'z - 4942 3 ELEV14B39. 9 ASASLESUMED DC R MAN zx+2D N/A-0/S PTA 30 93 GAP N/ 03 4914 W ATION 13+ 35 ILA• e• W N 10 2fi' W E1976 AJ O 4938 O 0 4910 0 4934 4906 W W 4930 J J = 4902 ---- - - N97379.9 1 u.7 sTAn l9'.2e 2a+s3.ao IL < E1°°° '� 4926 4898 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 PRELIMINARY PLATTE RIVER POWER AUTHORITY ® 2000 E. HORSETOOTH ROAD NOTES: TO BE USED FT, COLLINS, COLORAD❑ 80525" 1. CONTRACTOR TO MATCH EXISTING ASPHALT PAVEMENT (III MIN) TRILBY ROAD. ON EAST T FOR CONSTRUCTION PLANE: HARMONY-PORTNER-HOYD LAKE PUN -1 so PROFILE - HORIZ 1".'A I HEREBY CERTIFY THAT THIS DOCUMENT WAS 230kV TRANSMISSION LINE PROJECT VERT 1"-4- ?. PREPARED BY ME OR UNDER MY DIRECT SUPER- � A ® BLACK & VEATCH x STA I5+Q0 T❑ 3(]+Q0 VISION AND THAT I AM A DULY REGISTERED PRO-STA FESSIONAL ENGINEER UNDER THE LAM OF THE Z BES I GGNED BY LEL DRAWN BY JLP CHECKED BY LEL 50' zs' 0 50loa' 4' STATE OF COLORADO 1 01 /07/09 ISSUED FOR CITY OF FORT COLLINS REVIEW EJIW LEL JSR 1"-50' SIGNED DATE REG NO. B&V PROJECT hl 140509 0 04/30/OB ISSUED TO GABES FOR PROJECT PRICING JLP LEL JSR APPROVED BY JSR DATE 04/14/08 as a NO. DATE REVISIONS AND RECORD OF ISSUE BY CK APP PDALE As NOTED DRAWING NO. HPBL-BOYD111 REV. 1 HPBL-BOYD110 SOUTH SIDE - 'PR PUU PHAS ar'4 d '� END OF DUCTBAXK d B - 150 / END OF DUCTSANK / '- 7 15D 0: I 30 c ,; I _ _�. EAST TRILBYROAD el 1 0b T= _ ao�\•T. ,1 ' zo. FILING 2 102 - STA 4 R4Y 147.54 GASN/A-D/S 497A.t0 STA 4HJ 1 FRIER D 7{J C ICURV M CURVE TABLE BEGIN CURV END CURVE LENGTHANGLE RADIUS ANGEN P.I. NORTHING P.I. EASTING B.C. NORTHING B.C. EASTING E.C. NORTHING E.C. EASTING STA "M se TELEPNC 4E N/A-0 C1 STA 0+25 STA 0+48.58 23.58 90d 1 15.00 15.00 97843.89 18B580.77 97828.89 198580.77 97843.89 196585.77 4976 1NV ELEV 9974.39 ASSUMED 4976 C2 STA0+56,59 STA0+80,15 23SIS 90d 1 15.00 15.00 97643.89 196542.75 97843.89 19855T75 97828.89 198542.75 ELEV b9.t2 ASSu W C3 STA 4+93.16 STA 5+70.35 77.19 88d 50.00 48.86 97357.21 196542.75 97415+88 196542+75 97385.89 196591.39 C4 STA 8+92.22 STA 9+03,05 10.83 2tl 1 400,00 5.42 97357.03 196918.56 9735T18 196913,15 97357.03 196923.98 i%18nN` C5 STA 10+97.99 STA 11+39,53 41.54 Sd 1 400.00 20.79 97357.03 197139.71 97357.03 197118,92 97354.66 197160.38 O 4972 ELEY. to 2a6 C6 STA 11+40.64 STA 11+82.38 41.54 6d 400.00 20,79 97352.59 197182.36 97354.74 197161.69 97352.59 197203.15 4972 C7 STA 14+94.91 STA 15+21.15 2623 15d 100.00 13.19 97352.59 197520.88 97352+59 197515.69 97358.01 197541.62 IN' R ST I 4+73.33 OLD a968. TER n/A-0 ASSUMED < � C8 STA 15+21.97 STA 15+50.82 28.85 17d 1D0. DO 14.53 97359.99 197558.45 97356.22 187542.42 97359.80 197570.97 4968 R T XIE BAN4 ~ = 4968 DIRECTOR OF CABLE U 4964 - 4 4964 -- 4960 � 100++27. 4.5' K 8' ONCRETE c LVERT m r. 1 .61 4960 STA 10+9 .68 1ELEPH HE N/A-O STA 14 71.93 WA N/A-D/S = INV ELEV 55.17 TIED INV ELEY 4948. ASSUMED E%1 7.00 8' SANITARY a" 42 s .47 3 0 4956 ELEY: a 4956 STA , +12.70 E N/ D/S W _ EL 4953.70 MED TUNE 'H9NK' �IW -- ' R 4952 E 49SI.95 \ A 12+29.LEV N/A 0/3 too, .{5 ASSUY O 4952 IF I 1 R ul 8' 4948 4948 W 00 4944 = 4944 JACM 0'.10' 20'.l0' REC PIT < 4940 4940 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 PRELIMINARY PLATTE RIVER POWER AUTHORITY ® 2000 E. HORSETOOTH ROAD a• NOTES: NOT TO BE USED FT. COLLINS, COLORAD❑ 80525 1. CONTRACTOR TO EXISTING ASPHALT PAVEMENT (b' MIN) ON EASE TRIL BY READ. ROAD. F O R CONSTRUCTION SCALE: HARMONY-PORTNER-BOYD LAKE PLAN PROFILE -HORIZI'-50' 0, HEREBY CERTIFY THAT THIS DOCUMENT WAS ww 230kV TRANSMISSION LINE PROJECT KRf 1'�4• 2' A PREPARED BY ME OR UNDER MY DIRECT SUPER -BLACK & VEATCH i STA 0+00 TO 15+00 VISION AND THAT I NA A DULY REGISTERED PRO- FESSIONAL ENGINEER UNDER THE LAWS OF THE Z DESIGNED BY LEL DRAWN BY JLP CHECKED BY LEL JSR 50' 25' 0 50' 100' a' STATE OF COLORADO 1 01/07/09 ISSUED FOR CITY OF FORT COLLINS RENEW EJM#LEL momma SIGNED B&V PROJECT 140509 I•� 0 04/30/08 ISSUED TO GABES FOR PROJECT PRICING JLP JSR APPROVED BY JSR DATE 04 14 / /DB 1'.50' DATE REG NO. 0 aNO DATE REVISIONS AND RECORD OF ISSUE BY APP SCALE AS NOTED DRAWING NO. HPBL-BOYD110 REV. 1 GRA CONCRETE EN TERMINATOR F ELBOW. OW ON EACH TER STRUCTURE) 8' FRONT VIEW OF SUBSTATION TERMINATION STRUCTURFa SCALE: NTS 8' CONDUIT ANGLE VARIES, ORIENT TOP OF ENCASEMENT SQUARE WITH ADJACENT TERMINATION STRUCTURE FOUNDATIONS SECTION 2 O0,�3/4' 0 7 1/2'6JI!_� SINGLE CLAMP BOLT PATTERN SECTION 3 G e O ISO (.�1 0,,-3/4' 0 .IOC II 7 1/2'OJ DOUBLE CLAMP BOLT PATTERN SECTION 4 TOP OF STEEL BOTTOM OF BASE PLATE EXISONC ATION FDN IONS CONCRI TERMIN ELBOW SEE THIS 13minril THERS ARRESTER NOTES: I. SEE GENERAL NOTES, DWG HPBL-103. 2. ANNULAR VOID BETWEEN CABLE AND CONDUIT SHALL BE SEALED WITH RAYCHEM RAYFLATE DUCT SEALING SYSTEM (ROSS) OR ACCEPTABLE EQUAL. 3. ALL REINFORCING SHALL BE AT LEAST 7i." FROM CABLE PIPE, FITTINGS AND ANCHORS. AND SHALL HAVE MIN 2 CONCRETE COVER. 4. FOR CABLE PIPE ELEVATIONS SEE PLAN AND PROFILE DRAWINGS. 5. CHANNEL AND CHANNEL ACCESSORIES SHALL BE HOT -DIPPED GALVANIZED STEEL CHANNEL AND CHANNEL ACCESSORY SHALL BE AS MANUFACTURED BY B-UNE OR ACCEPTABLE EQUAL. 6. CONTRACTOR SHALL INSTALL FIBERGLASS REINFORCED PLASTIC REBAR AS INDICATED ON THIS DRAWING. 7. SHEATH GROUNDING SHALL BE SIZED BY THE CABLE AND ACCESSORY CONTRACTOR. CABLE AND ACCESSORY CONTRACTOR SHALL PROVIDE AND INSTALL ALL MATERIAL FOR A COMPLETE INSTALLATION. 8. GROUND CONTINUITY CONDUCTOR SHALL BE SIZED BY THE CABLE AND ACCESSORY CONTRACTOR, CABLE AND ACCESSORY CONTRACTOR SHALL PROVIDE AND INSTALL ALL MATERIALS FOR A COMPLETE INSTALLATION. GROUND CONTINUITY CONDUCTOR INSTALLED IN THE DUCT BANK SYSTEM SHALL BE INSULATED. ABOVE GROUND CONTINUITY CONDUCTORS SHALL BE BARE. 9. CABLE AND ACCESSORY CONTRACTOR SHALL SIZE. PROVIDE AND INSTALL TERMINATION AND SURGE ARRESTOR GROUND CONDUCTOR. 10. CABLE AND ACCESSORY CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL CLAMPS, CONNECTORS, EXOTHERMAL WELDS AND APPURTENANCES NECESSARY FOR A COMPLETE CABLE BONDING AND ACCESSORY GROUNDING SYSTEM. 11. DIMENSIONS NOTED p ARE PRELIMINARY AND MAY CHANGE WHEN FINAL EQUIPMENT DETAILS ARE OBTAINED. FABRICATION SHALL NOT PROCEED UNTIL FINAL DIMENSIONS ARE ISSUED. 230KV CABLE SEE NOTE 2 CLASS I CONCRETE TO MATCH TERMINATION STRUCTURE FOUNDATIO(SEE NOTE N65ATION� N GRADE POINT OF CURVATURE OF BEND I DIRECT BURIED CABLE SEE NOTE 2 DETAIL A NTS 230KV CABLE 230KV UP CABLE T CHANNEL SUPPORT ARM DETAIL B NTS 4 #5 FPR x 2'-0' W /3 FPR TIES 8' CONDUIT 13 FPR 0 18' EACH WAY DETAIL C NTS f PORTNER SUBSTATION HARMONY 230KV RISER STRUCTURE I L1A THREE PHASE UNK BOX WITH SVL'S SURGE VOLTAGE UMITERS TO STRUCTURE GROUND (BILL OF MATERIALS) ITEM REM DESCRIPTION MANUFACTURER R CATALOG NO. Cyry 0 CIC NO. - 230KV SHEATH BREAK JOINT - 8 - X HARMONY 230KV - 230KV SHEATH STRAIGHT THROUGH JOINT - 12 - X MANHOLE 230KV-IA MANHOLE 230NV-2A MANHOLE 230KV-3A TERMINATION STRUCTURE - 3-PHASE LINI®OX WITH SVL 8 - X L3A LM eA OC _ 3-PHASE LINKBOX WITH DIRECT GROUND _ 4 - X L2A — — — — — — r — — — — — — — — — — — — — — --I r — — — — — — --1 SINGLE PHASE UNKBOX WITH SVL - S - X r A I - SINGLE PH SE UNKBOX WTTH DIRECT GROUND - 0 - X I NOTE 0- OWNER I I I I I I I I CID - CABLE INSTALLATION CONTRACTOR B I B PORTNER SUBSTATION TO I TERMINATION STRUCTURE I c I FROM TO STATION LENGTHS (FEET) I I I , ___ _ L LIAl HARMONY RISER MH 230KV-IA 1528 I I I I I I I I L2AJ MH 230KV-IA MH 23OKV-2A 1212 THREE PHASE LINK BDX I THREE PHASE UNK BOX, I I PHASE I SINGLE PHASE UNK BOX WITH SVL L3A MH 230KV-2A MH 230KV-3A 1835 LAA MH 230KV-3A IiARMONY 7EAY• STRUCf 1158 THREE PHASE UNK BO% I W17H SVLS WITH SVLS I THREE I� UNK BOX Li BOA UJO: R6EA MH 23oKv-1B tse3 SURGE VOLTAGE L SURGE VOLTAGE I LIISCONNNECRNG SURGE VOLTAGE UMffERS L2B MH 230KV-18 MH 230KV-28 1270 DISCONNNECRNG LINKS L� LIN — — — LIMITERS I — — — — — J I L — — — — — LINKS MH 230KV-2B MH 230KV-35 1687 GROUND CONTINUITY CONDUCTOR — — — — — GROUND CONTINUffY CONDUCTOR TO STRUCTURE LQJ MH 230KV-3B I BOA M MR SIRUCT 1203 TO MANHOLE ' GROUND RING a TO MANHOLE GROUND RING = TO MANHOLE GROUND RING = TO MANHOLE GROUND RING a ? a GROUND PORTNER SUBSTATION LAKE 230KV-3B BOYD CE 230KV BOYD LAKE 230KV MANHOLE 230KV-18 MANHOLE 230KV-28 TERMINATION STRUCTURE RISER STRUCTURE LIB L28 L38 L.B OA IC .G M — — — — — — — — — — N$ I i .B4W _ I I I I I _ I - I .e I I I I I I I I I I I I I I I I I I I I oc$ .0 4w I I I L_-- - I I I I I I I I I I I I I I I I I THREE PHASE I I I I I THREE PHASE I THREE PHASE I I I I I SINGLE PHASE UNK LINK BOX UNK BOX UNK BOX THREE PHASE BO% WITH SVL WITH SVL'S THREE PHASE WITH SVL'S WITH M'S I (TYP) UNK BOX I UNK 80X LIMITERS VOLTAGE I I SURGE VOLTAGE uMRR VOLTAGE SURGE VOLTAGE I I I— — — — — — _ OINKS NNNECTING — — — LIMITERS — — OISCONNNECTING UM fERS L --- _--J 1.�--- — LINKS LEGEND GROUND CONTINUITY CONDUCTOR GROUND CONTINUITY CONDUCTOR TO STRUCTURE TO STRUCTURE — TO MANHOLE TO MANHOLE = TO MANHOLE = TO MANHOLE GROUND GROUND RING _ GROUND RING GROUND RING GROUND RING — GROUND ❑❑ — GROUNDING UNK BOX WITH SVL ❑ — DIRECT GROUNDING LINK BOX BOYD LAKE 230KV CABLE BONDING SCHEME — SHEATH BREAK SPLICE - SHEATH STUG14T THROUGH SPLICE NOTES: 1.CABLE INSTALLATION CONTRACTOR SHALL FURNISH AND INSTALL CABLE. CONNECTORS AND ATTACHMENTS NECESSARY FOR COMPLETE INSTALLATION OF THE GROUNDING SYSTEM IN THE MANHOLE AND ON THE TERMINATION STRUCTURES. PRELIMINARY NOT TO BE USED FOR CONSTRUCTION :T m I m GROUND ROD (TYP. 2 PLCS) (SEE NOTE 2) SINGLE LINK BOX INSTALLATION SCALE: 3/8'=1'-0' SECTION 1 SCALE: 3/8'-1'-0' OTES: 1. FOR GENERAL NOTES, SEE DWG HPBL-103 2. ALL GROUND RODS SHALL BE FURNISHED AND INSTALLED BY THE CIVIL CONTRACOR AND SHALL BE 10'x 3/4' COPPERWELD GROUND RODS. THE CIVIL CONTRACTOR SHALL FURNISH AND INSTALL EXOTHERMIC WELD CONNECTIONS FROM THE GROUND CONDUCTOR SUPPLIED WITH THE PRECAST MANHOLE TO THE GROUND ROD. D. A 250 KCMIL BARE COPPER CONDUCTOR GROUND RING SHALL BE FURNISHED AND INSTALLED BY THE CABLE CONTRACTOR AND SHALL BE MOUNTED 8' ABOVE THE MANHOLE FINISHED FLOOR AND AS CLOSE TO THE MANHOLE WALL AS POSSIBLE. 4. EACH UNK BOX SHALL CONTAIN THREE SVL'S OR THREE DISCONNECTING LINKS. 5. LINK BOXES SHALL BE COMPLETELY ENCLOSED AND WATER TIGHT INCLUDING ALL FITTINGS AND CONNECTIONS. LINK BOXES SHALL BE FURNISHED AND INSTALLED BY THE CABLE MANUFACTURER. 8. SHEATH BONDING CABLE SHALL BE A 250 KCMIL INSULATED COPPER CONDUCTOR. THE CABLE MANUFACTURER BULL FURNISH AND INSTALL ALL CABLE, CONNECTORS, AND ATTACHMENTS NECESSARY FOR COMPLETE INSTALLATION OF THE BONDING SYSTEMS IN THE MANHOLE AND ON THE RISER/TERMINATION STRUCTURES. L A 'SOLE GROUND PAD IN MANHOLE END WALL GROUND ROD (TYP. 2 PLCS) (SEE NOTE 2) .STIC MANHOLE SUMP PRECAST WITHIN MANHOLE FLOOR. NOMINAL 1/2' x r-2'0 COVER (TYP) (SEE NOTE 8) a T - 250 KCMIL BARE GROUND CONDUCTOR —GROUND CONNECTOR BURNDY TYPE GB29 OR APPROVED EQUAL MANHOLE INTERIOR WALL -STAINLESS STEEL WEDGE TYPE CONCRETE ANCHOR RED HEAD TYPE SWW-1254 OR APPROVED EQUAL GROUND ROD (TYP. 2 PLCS) (SEE NOTE 2) J 7. LINK BOX SHALL BE ATTACHED TO THE CEIU14G OF THE MANHOLE WITH CONCRETE EXPANSION ANCHORS. EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT II, OR APPROVED EQUAL ANCHORS SHALL BE SIZED TO PROVIDE SUFFICIENT HOLDING STRENGTH. 8. GROUNDING CONNECTION FROM THE LINK BOX IN EACH MANHOLE SHALL BE CONNECTED TO MANHOLE GROUNDING RING WITH 250 KCMIL BARE COPPER CONDUCTORS. 9. THE CABLE CONTRACTOR SHALL FURNISH AND INSTALL A 250 KCMIL INSULATED COPPER GROUND CONTINUITY CONDUCTOR THE FULL LENGTH OF THE DUCT SYSTEM. CONTINUITY CONDUCTOR SHALL BE BONDED AT EACH MANHOLE WITH AN EXOTHERMIC WELD. i O.THE CABLE CONTRACTOR SHALL BOND THE 250 KCMIL BARE COPPER GROUND, CONTINUITY CONDUCTOR TO EACH EXISTING SUBSTATION GROUND GRID. WHEN APPLICABLE, NEAR THE TERMINATION STRUCTURES WITH AN EXOTHERMIC WELD. DOUBLE LINK BOX INSTALLATION SCALE: 3/8'=1'—O' SUMMARY OF CONTRACTOR DUTIES - CIVIL WORKS CONTRACTOR GROUNDING RODS AT MANHOLES AND STRUCTURES. EXOTHERMAL WELD 'PIGTAIL' GROUND CONDUCTOR TO GROUND ROD. CABLE CONTRACTOR: GROUND CONTINUITY CONDUCTOR IN DUCT BANK. GROUNDING RING IN MANHOLES LINK BOXES IN MANHOLES AND ON RISER/TERMINATION STRUCTURES SHEATH BONDING CABLES, LINK BOX CONNECTIONS EXOTHERMAL WELDS OF PROVIDED EQUIPMENT AND INTERFACES WITH CIVIL WORKS CONTRACTOR PROVIDED EQUIPMENT. MANHOLE VITHIN NOMINAL )OVER (TYP) )UND PAD OLE END WALL ROD PLCS) ITE 2) V -0' (TYP LID. WALL k FLOOR) PULLING IRONS (TYP 4 PLCS)(SEE NOTE 4) QI I o iRUNE IOF RONS .1 PULLING IRONS (TYP) 9 MANHOLE Y I SEE DETAIL A. THIS DWC 51�'-4YR 3/4' GROUND ROD BY EE NOTE 6) CIVIL CONSTRUCTION 1'-8' 2' DEEP RECESS IN SUBCONTRACTOR (TYP 2 PLCS) MANHOLE END WALL FOR (TYP 2 PLCS) DUCT CONCRETE. MANHOLE PLAN VIEW (TYP 2 PLCS) SCALE: 3/8'-1'-0' (SEE NOTE 5) SCALE: 3/8'=1'-0' 1/2' . COVER (TYP) (SEE NOTETE 6) 8) FACE OF MANHOLE END WALL NEMA 4-HOLE PAD FOR EXOTHERMAL WELD CONNECTION THERMOWELD PART NO. 38-4532-SF OR ACCEPTABLE EQUAL / (SEE NOTE 9) 3/SCALE: 3/,4L'--l'-O' I � 0'-3' rrP r L J 7 I. O O J � O O �� II. o, GROUNDING CONNECTION 4/0 BARE COPPER 1•_O. CAST -IN -PLACE (SEE NOTE 9) (SEE DETAIL A) THREADED CONCRETE MANHOLE ANCHORS AND THREADED /4 CONCRETE REINFORCNG STEEL. (TYP 10 PLCS AT EACH OF SECTION 2 TWO DUCT ENTRANCES). SCALE: 3/8'-1'-O' (SEE NOTE 5) �OUTSIDE FACE OF MANHOLE END WALL . EXOTHERMAL WELD `4/0 BARE COPPER / CONDUCTOR. PIGTAIL 2' DEEP • 3'.5' INDENT -I ON OUTSIDE WALL AROUND ENDBEUS (TYPICAL 2 PLCS) 4' TERM -A -DUCT OR I ACCEPTABLE EQUAL 'I 2' SCH 40 PVC CONDUIT END BELL ,I (TYP 2 PLCS) 8' SCH 40 PVC CONDUIT END BELL (TYP 4 PLCS) PUWNG IRON (TYP) AM* CABLES. CABLE SPLICES AND CABLE SUPPORTS ARE NOT SHOWN FOR CLARITY. NOTES: 1. THE MANHOLE SUPPLER SHALL PROVIDE A SUFFICIENT NUMBER OF GRADE RINGS TO FACILITATE INSTALLATION OF THE MANHOLE TO A MAXIMUM DEPTH OF 4'-0' (TOP OF MANHOLE TO GRADE) IF REQUIRED. 2. MANHOLE SUPPLER TO APPLY DAMP-PROOF COATING TO ALL EXTERIOR SURFACES OF MANHOLES. 3. THE MANHOLE SHALL BE SUPPLED WITH AN ADEQUATE QUANTITY OF JOINT SEALER TO COMPLETELY SEAL THE MANHOLE JOINT INTERFACES. JOINT SEALER SHALL BE K.T. SNYDER CO. 'RAM-NEK' OR ACCEPTABLE EQUAL. CONTRACTOR TO ENSURE SUFFICIENT JOINT SEALANT IS AVAILABLE AND APPUED TO JOINT WHEN SETTING MANHOLES. 4. PULLING IRONS SHALL BE RATED FOR MINIMUM 20.000 POUNDS TENSION AT LOADING ANGLE OF 90 DEGREES AND A SAFETY FACTOR OF 2. PULLING IRONS SET IN THE FLOOR SHALL BE FLUSH WITH THE FLOOR. 5. MANHOLE SUPPLIER SHALL PRECAST A MINIMUM 2' DEEP BY 3'-0' WIDE BY 5'-0' HEIGHT RECESS IN THE MANHOLE OUTSIDE END WALL CENTERED AROUND EACH OF THE TWO DUCT ENTRANCES. MANHOLE FABRICATOR SHALL FURNISH AND INSTALL 10 THREADED CONCRETE ANCHORS AND THREADED #4 BY 14 INCH LENGTH CONCRETE REINFORCING STEEL BARS AT EACH OF THE TWO DUCT ENTRANCES. CONTRACTOR SHALL PLACE DUCT CONCRETE TO COMPLETELY FILL EACH RECESS. 6. MANHOLE SUMP PAN SHALL BE MANUFACTURED FROM HIGH STRENGTH QUALITY PLASTIC. SUMP PANS SHALL BE MANUFACTURED BY MA INDUSTRIES, INC. OR ENGINEER APPROVED EQUAL. CONTRACTOR SHALL SUBMIT MANUFACTURES DRAWINGS FOR APPROVAL BY ENGINEER BEFORE FABRICATION. 7. FOR ADDITIONAL DESIGN PARAMETERS SEE SPECIFICATIONS. 8. MANHOLE SUPPLIER SHALL CAST WITHIN THE MANHOLE END WALL PVC END BELL FITTINGS TO FACILJATE INSTALLATION OF CONDUIT BY OTHERS. END BELLS SHALL BE SIZED AND LOCATED AS SHOWN ON THE DRAWING. 9. MANHOLE SUPPLIER SHALL PROVIDE TWO (2) GROUNDING CONNECTIONS, EACH CONSISTING OF ONE (1) NEMA 4-HOLE PAD CONNECTED TO A 4/0 BARE CONDUCTOR PIGTAIL CAST INTO THE MANHOLE END WALL. CONNECTIONS SHALL BE EXOTHERMALLY WELDED AND CONTINUITY TESTED BEFORE AND AFTER INSTALLATION. PIGTAIL SHALL EXTEND A MINIMUM OF 4'-0' OUTSIDE OF THE WALL. PRELIMINARY NOT TO BE USED FOR CONSTRUCTION VARIES SPARE SPACER AS MANUFACTURED BY . . . UNDERGROUND DEVICES, INC. 6 FILL PIPE (TYP) 1 3/4" MINIMUM CLEARANCE � � � """ "' OR ACCEPTABLE EQUAL (SEE NOTE 5) T�)CONDUIT BETWEEN INSIDE CASING WALL AND OUTER EDGE 230 47.7" CASING DUCT SPACER (TYP) BORE CASING FWC COUPLING OF SPACER OPENINGS FOR 230 S1 230 JOINT 2' Ducr Al C2 0 0 OPENING FOR 1/2" 230 © 230 CABLE TO STABILIZE SPACER (TYP 2) - --- - --- --- - - - -- ------- 81 B2 FLOW HOLE FG OPENING FOR 8" DUCT (TYP 8) FOR FILL OPENING FOR 230 .. .. ... 4" CONDUIT 230 5'-0- (TYP) 1 C1 230 A2 t}'♦" MIN. SIDE VIEW -- 52 SPACER THICKNESS FOR TYPICAL 47.7" CASING LOOKING NORTH "'' " OPTIONAL CASTER ASSEMBLY (TYP 2) SCALE: NTS SPARE STRAIGHT SECTION OF DUCT BANK CONTAINING NO VERTICAL OR HORIZONTAL BENDS MINIMUM OF 10' IN LENGTH — DUCT BANK (TYP) FLOWABLE THERMAL THERMAL DUCT BANK CONCRETE (PVC CONDUITS NOT SHOWN FOR CLARITY) —I 6" FILL PIPE FOR PUMPING CASING FILL INTO PIPE CASING. AFTER FILLING OF CASINGS, CONTRACTOR SHALL CUT FILL PIPE 12BELOW GRADE (SEE NOTE 5) BORE CASING 1x TYPICAL 47.7" DIA JACK AND BORE CASING SCALE: NTS / NATIVE MATERIAL .i//////. PERMANENT CEMENT '..... FILLED BURLAP BAGS 4. BOR 434E NOMII+NAL I.D. 47.7" NOMINAL O.D. POLYMER CONCRETE y4 TIE 0 2'-0" 6—/4 BAR (SEE SECTION 1) " PVC CONDUITS NOT FOR CLARIT Y (TYP) G ,(KAI rZ ,•. MIN. OVERLAP \/ \/• 4) TYPICAL HOBOS DUCT BANK INTERFACE CASING_/ LOOKING NORTH AT WEST END SCALE: NTS GRADE STRAIGHT SECTION OF DUCT BANK CONTAINING NO VERTICAL OR HORIZONTAL BENDS MINIMUM OF 10' IN LENGTH SECTION 1 ,SPACER FOR 47.7" CASING LOOKING EAST TOWARDS UNION PACIFIC RAILROAD SCALE: E REINFORCED LEAN MIX THERMAL CONCRETE 230 • 3' CLR 51 230 230 Al C2 47.7" CASING (VIP) O O 0 0 6 #4 230 ® O ® 230 81 B2 /4 0 2'-0" FO 230 230 THE CONTRACTOR SHALL Cl A2 FORM THE SIDES OF THE 230 ENCASEMENT OR UTILIZE S2 THE TRENCH SIDES ..... ...... ° D SPARE DUCT SECTION 2 REINFORCEMENT AT HOBAS CASING LOOKING EAST TOWARDS UNION PACIFIC RAILROAD SCALE: 1"=1'—O" HORIZONTAL JACK AND BORE INSTALLATION DATA SHEET ITEM CONDUIT PIPES BORE CASING MATERIAL POLYVINYL CHLORIDE FIBERGLASS REINFORCED (PVC) POLYMER MORTAR NOMINAL (8) " 8" 45" SIZE 4 2 4 2" OUTSIDE 8.62F DIA. (IN.) 4.5 2.375" 47.7" INSIDE 8.065" DIA. (IN.) 4.026" 2.067" 43.4. WALL 0.280" THICKNESS (IN.) 0.237" 0.154" 1.98" WEIGHT 3.61 LBS/FT LBS/LFT 2.05 LBS/Fr 280 L.BS/FT 0.7 LOS FT CONTENTS EXTRUDED SOLID DUCT PIPES AND DIELECTRIC CABLE THERMAL SLURRY FILLER GRADE SCHEDULE 40 ASTM D6783 — CLASS V JOINT TYPE LONG LINE COUPLING FLUSH FWC (PVC) COUPUNG METHOD OF PUSH/PULL HORIZONTAL INSTALLATION W/ BORE SPACER JACK AND BORE SPECIFICATION ASTM ASTM NOTES: 1. FOR GENERAL NOTES, SEE DWG HPBL-103. 2. EACH BURLAP BAG SHALL BE FILLED WITH CEMENT AND WET DOWN WITH WATER PRIOR TO CONCRETE ENCASEMENT TO ENSURE THAT THE CEMENT IN THE BAG DOESN'T EXTRACT WATER FROM THE ENCASEMENT CONCRETE. THESE BAGS SHALL NOT BE REMOVED AND SHALL REMAIN AS A PERMANENT PART OF THE BACKFILL. THE SIZE OF EACH BAG SHALL BE APPROXIMATELY 8" HIGH X 8" IN DIAMETER. THE BAGS SHALL BE ARRANGED IN A MANNER THAT WILL PLUG THE END OF THE CASING PIPE AND PREVENT INFlLLTRATION OF CONCRETE INTO THE CASING PIPE. 3. ALL CASING PIPES SHALL BE COMPLETELY BACKFILLED WITH A THERMALLY ACCEPTABLE SLURRY. CONTRACTOR SHALL ENSURE ALL VOIDS BETWEEN CASING AND INTERNAL PVC CONDUITS ARE FILLED WITH SLURRY. THIS SLURRY SHALL BE AS INDICATED IN SPECIFICATION AND SHALL BE TESTED AND APPROVED BY GEOTHERM, INC. PRIOR TO INSTALLATION. 4. CONTRACTOR SHALL FURNISH AND INSTALL CASING PIPE SPACERS. SPACERS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 5 FEET. SPACERS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 5. CONTRACTOR SHALL FILL CASING WITH FLOWABLE FILL. AFTER FILUNG, CONTRACTOR SHALL CUT FILL PIPES TO 1 FOOT BELOW GRADE. 6. DURING INSTALLATION OF SLURRY, CONTRACTOR SHALL COLLECT TWO (2) TEST CYLINDERS (CONTACT GEOTHERM, INC. FOR APPROPRIATE SIZE) FOR COMPRESSIVE AND THERMAL PROPERTIES APPROVAL. CONTRACTOR SHALL BE RESPONSIBLE FOR SENDING TEST CYLINDERS TO GEOTHERM, INC. 7. SEE DRAWING HPBL-104 FOR TRENCH DUCT BANK DETAILS. 8. PRIOR TO INSTALLING CASING SLURRY, TWO (2) TEST BATCH SAMPLES SHALL BE SENT FOR THERMAL TESTING AND APPROVAL TO GEOTHERM, INC AT: G4oth4rmUSA ATTN: NIMESH PATEL 6354 CLARK AVE. DUBLIN, CA 94568 PHONE: (925) 999-9232 9. STEEL REBAR WHEN REQUIRED WITHIN THE DUCT BANKS SHALL NOT FORM A CLOSED LOOP AROUND ANY INDIVIDUAL 8—INCH PVC CONDUITS. REBAR LOOPS ARE ACCEPTABLE WHEN ENCIRCLING ALL FOUR/EIGHT B—INCH DUCTS. TO AVOID FORMING LOOPS AROUND INDIVIDUAL CONDUITS, THE CONSTRUCTION CONTRACTOR SHALL INSTALL A RUBBER HOSE ON THE TIE REBAR AND SECURELY FASTEN THE REBAR TIES TOGETHER WITH APPROPRIATELY SIZED NYLON CABLE TIES. PRELIMINARY NOT TO BE USED FOR CONSTRUCTION 40 EXISTING GRADE NOTES 4 @ 6) THERMAL BACKFILL WARNING MARKING TAPE HERMAL CONCRETE DUCTBANK 8" SCH 40 PVC CONDUIT (TYP) (SEE NOTE 8) NO DUCT INSTALLED IN THIS LOCATION 0 n EXISTING GRADE PAVEMENT (SEE NOTES 4 h 6) 1 _ IN-SITU/FLOWABLE THERMAL BACKFILL (SEE NOTE 4) c .1 > WARNING NARKING TAPE • NON-BONDING AGENT (SEE NOTE 11) THERMAL CONCRETE DUCTBANK 8" SCH 40 PVC CONDUIT (TYP) T0'� 00 0 (SEE NOTE 8) � 2" SCH 40 FIBER OPTIC CONDUIT 2" SCH 40 GROUND CONTINUITY CONDUIT FOR 250 KCMIL INSULATED CONDUCTOR m I CONDUITET SPACERS I I O 5 FESPACING 97jg" 7" _ _ (SEE NOTE 10) -f- CONDUIT SPACERS j' � 1 O 5 FEET SPACING 4' 67 g7�" g7�• 67 5Y' I (SEE NOTE 10) 1 ���I I 2'-5" I 91 /16 I n7B I 3,-9, F~�•I DETAIL B �� TYPICAL SINGLE CIRCUIT DUCTBANK DETAIL SCALE: 1'-1'-0" DETAIL A TYPICAL DOUBLE CIRCUIT DUCTBANK DETAIL SCALE: 1 "-1'-O" DETAIL D WARNING SIGN DETAIL NOT TO SCALE -2" SCH 40 FIBER OPTIC CONDUIT (TYP 2 PLCS) 2" SCH 40 GROUND CONTINUITY CONDUIT FOR 230 KCMIL INSULATED CONDUCTOR (TYP 2 PLCS) 10"04" RIGID STEEL WITH BAKED ENAMEL FINISH OR EQUIVALENT 2 SIGNS, ONE EACH SIDE OF POST 3000 PSI THERMAL DUCTBANK CONCRETE 5'-0- MAX (TYP) . 12" 12 FIRST POUR 8" SCH 40 PVC MIN MIN CONDUIT (TYP) PORTER SENTINEL POST ANIZED. OPPA-107 5' -- 12" RETE BACKFILL MIN CONDUIT SPACER REBAR BELL END/LONG LINE COUPPING (TYP) TYPICAL DETAIL E CONSTRUCTION JOINT AND COUPLING DETAIL FOR DUCTBANK O1 NOT TO SCALE NOTE: 1. FOR SIGN LOCATIONS, SEE PLAN. CONSTRUCTION JOINT ME 0 CONDUIT SPACERS O 5 FEET SPACING (SEE NOTE 10)— EXISTING GRADE ,SUBSTATION AGGREGATE THERMAL BACKFILL WARNING MARKING TAPE (SEE NOTE 11) THERMAL CONCRETE DUCTBANK -8" SCH 40 PVC CONDUIT (TYP) (SEE NOTE 8) 2" SCH 40 FIBER OPTIC CONDUIT (TYP 2 PLCS) 2" SCH 40 GROUND CONTINUITY CONDUIT FOR 250 KCMIL INSULATED CONDUCTOR (TYP 2 PLCS) �y 4._e7. FAH DETAIL C PORTNER SUBSTATION DOUBLE CURCUIT DUCTBANK DETAIL SCALE: 1"-1'-0" PART MANUFACTURER PART N NOTES O _ _ 10" OR 8" IPS HDPE SDR 9 SUPPLIED BY DIRECTIONAL DRILL CONCRACTOR ® ISCO ISFFCRIOX08091P HOPE CONCENTRIC REDUCER 10" TO 8" OR ACCEPTABLE EQUAL ISFFCR08XO6091P HDPE CONCENTRIC REDUCER 8" TO 6' OR ACCEPTABLE EQUAL © CARLON 59618-OXO-B" PVC SCHEDULE 40 CONDUIT WITH INTERGRAL BELL-8" AND 6" 47017-020-6" OR ACCEPTABLE EQUAL 2" IPS HOPE SDR 9 SUPPLIED BY DIRECTIONAL DRILL CONTRACTOR. © GARCON 49011-020-2" 2" PVC SCHEDULE 40 CONDUIT UL-USTED WITH INTERGRAL BELL - OR ACCEPTABLE EQUAL. HDPE TO PVC PIPE JUNCTION NOT TO SCALE NOTES: 1. FOR GENERAL NOTES, SEE DRAWING HPBL-103. 2. THERMAL CONCRETE FOR OUCTBANK ENCASEMENT SHALL MEET PROJECT SPECIFICATIONS. MIX DESIGN SHALL BE TESTED AND APPROVED PRIOR TO INSTALLATION. 3. CONTRACTOR HAS THE OPTION TO BACKFILL TRENCH WITH IN -SITU MATERIAL, IMPORTED GRANULAR BACKFILL OR FLOWABLE THERMAL BACKFILL THE REQUIRED CHARACTERISTICS OF GRANULAR AND FLOWABLE BACKFILL ARE DESCRIBED IN THE SPECIFICATIONS. BACKFILL USED IN PUBLIC ROAD RIGHT OF WAY SHALL MEET PERMITTING REQUIREMENTS. IF FLOWABLE FILL IS USED IN NATURAL AREAS THE TOP OF FILL SHALL BE 36" MINIMUM FROM GRADE AND IN -SITU OR IMPORTED GRANULAR BACKFILL USED IN THE REMAINDER OF THE TRENCH TO FINAL GRADE. IN ALL OTHER AREAS THE CONTRACTOR SHALL INSTALL A MINIMUM OF 8-INCHES OF IN -SITU OR IMPORTED GRANULAR BACKFILL FROM FINAL GRADE. 4. DURING CONSTRUCTION OF THE DUCT BANK, FLOWABLE THERMAL FILL SHALL BE UTIUZEO IN ROADWAYS AS BACKFILL ABOVE THE DUCT BANK SYSTEM. THE CONTRACTOR SHALL MATCH EXISTING SUBGRADE FILL MATERIAL (ROAD BASE) IF APPLICABLE BENEATH THE ASPHALT/CONCRETE SURFACE ACROSS THESE AREAS. 5. FLOWABLE THERMAL BACKFILL SHALL BE PLACED DIRECTLY ABOVE THE CONCRETE DUCTBANK. FLOWABLE THERMAL BACKFILL SHALL MEET PROJECT SPECIFICATIONS. MIX DESIGN SHALL BE TESTED AND APPROVED PRIOR TO INSTALLATION. 6. PAVEMENT REPLACEMENT SHALL BE PER CITY OF FORT COLLINS REQUIREMENTS. 7. CONDUIT SHALL BE RESTRAINED TO PREVENT FLOATING DURING ENCASEMENT. ONLY NON-METALUC RESTAINTS SHALL BE USED. 8. ALL CONDUITS SHALL BE SEALED AT THE END OF EACH WORKING DAY. 9. CONDUIT SPACERS SHALL BE ANCHORED BY UTILIZING REBAR STAKES OR OTHER MEANS ACCEPTABLE TO THE CONSTRUCTION FIELD INSPECTOR. NON-BONDING AGENT TO BE INSTALLED BETWEEN ENCASEMENT CONCRETE AND FLOWABLE THERMAL BACKFILL 10. NON-BONDING ACENT TO BE PLASTIC SHEETING OR ACCEPTABLE EQUAL. 11. STEEL REBAR WITHIN THE DUCT BANKS SHALL NOT FORM A CLOSED LOOP AROUND ANY INDIVIDUAL 8-INCH PVC CONDUITS. REBAR LOOPS ARE ACCEPTABLE WHEN ENCIRCLING ALL EIGHT 8" DUCTS. TO AVOID FORMING LOOPS AROUND INDIVIDUAL CONDUITS, THE CONSTRUCTION CONTRACTOR SHALL INSTALL A RUBBER HOSE ON THE TIE REBAR AND SECURELY FASTEN THE REBAR TIES TOGETHER WITH APPROPRIATELY SIZED NYLON CABLE TIES. 12. ALL REINFORCING SHALL BE AT LEAST 2-INCHES FROM PVC CONDUITS. FITTINGS AND ANCHORS, AND SHALL HAVE 3-INCHES MINIMUM CONCRETE COVER. DIMENSION INCHES) CONDUIT SIZE A B C B 6" 5.5" 1/2• e' 7.5" HARDWOOD OR J �1/4" STEEL ROD 1/2" ALUMINUM (TYP.) PRELIMINARY NOT TO BE USED FOR CONSTRUCTION TYPICAL MANDREL DETAIL SCALE: NTS A GENERAL NOTES: ABBREVIATIONS I HF HL- I US 6' I 1. CONTRACTOR SHALL NOTIFY XCEL ENERGY COMPANY OFFICIALS BEFORE EXCAVATING NEAR PIPEUNE FACIUTIES. 2. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACROSS OR WITHIN ALL ROAD R.O.W.'S WITH THE CITY OF FORT COLLINS PROJECT ENGINEER AND THE CITY OF FORT COLLINS DEPT. OF TRANSPORTATION. 3. A TRAFFIC PUN FOR THESE ROADS SHALL BE SUBMITTED TO THE CITY DEPT. OF TRANSPORTATION FOR APPROVAL BEFORE STARTING WORK. ALL WORK IN AND RANG ROAD R.O.W.'S SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS REQUIREMENTS. 4. ALL EQUIPMENT DURING NON -WORKING HOURS SHALL BE STORED IN CONTRACTOR STAGING AREA AND NOT IN THE CITY R.O.W., MATERIAL SHALL ALSO BE STORED IN STAGING AREA, WITH CONTRACTOR STOCKPIUNG ONLY IN THE CITY R.O.W. WHAT THEY CAN USE THAT DAY. 5. MUD, DIRT OR DEBRIS SHALL BE CLEANED FROM THE ROADS DAILY. 6. ALL PROFILE SECTIONS ON THE PUN AND PROFILE DRAWINGS ARE ALONG CENTER UNE OF SURVEY. 7. THE MINIMUM BENDING RADIUS FOR THE 230KV EXTRUDED DIELECTRIC CABLE IS 20 TIMES THE OUTSIDE DIAMETER OF THE CABLE UNLESS OTHERWISE NOTED. B. THE MINIMUM BENDING RADIUS FOR THE FIBER-OPTIC CABLE IS 15 TIMES THE OUTSIDE DIAMETER OF THE CABLE UNLESS NOTED OTHERWISE. 9. UNLESS NOTED OTHERWISE ON THE PLAN & PROFILE DRAWINGS, THE CONTRACTOR SHALL PROVIDE 18 INCH MINIMUM CLEARANCE BETWEEN THE PROPOSED DUCT BANK AND ALL FOREIGN FACILITIES INCLUDING WATER AND SANITARY SEWER UNE CROSSINGS. 10. ALL UNDERGROUND FACILITY ELEVATIONS h LOCATIONS SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION DURING DESIGN. THE DEPTH OF THE UNDERGROUND UTIUTIES SHOWN IN THE PROFILE OF THESE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE ACTUAL ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND FACIUTIES. ALL WORK DONE SHALL BE IN ACCORDANCE WITH ALL APPUCABLE REGULATIONS AND REOUIREMENTS. CONTRACTOR SHALL HAVE THE LOCAL UTILITY LOCATING SERVICE LOCATE AL FACILITIES BEFORE CONSTRUCTION. 11. A CABLE MARKING TAPE SHALL BE PROVIDED TO CONTINUOUSLY COVER THE ENTIRE UNDERGROUND LENGTH OF THE CONCRETE DUCT AND EXTRUDED DIELECTRIC CABLES. CABLE MARKING TAPE SHALL BE A 12' WIDE PLASTIC STRIP WITH THE WORDS 'CAUTION ELECTRIC UNE BURIED BELOW' PRINTED IN BUCK. THE TAPE SHALL BE INSTATED FLAT AND DIRECTLY ABOVE THE DUCTSANK WITH THE PRINTED S10E UP. CABLE MARKING TAPE SHALL BE TERRA TAPE EXTRA -STRETCH AS MANUFACTURED BY REEF INDUSTRIES, INC. HOUSTON, TEXAS. 12. WHERE MANHOLES ARE INSTALLED IN UNPAVED AREAS, THE CONTRACTOR SHALL FURNISH AND INSTALL NATIVE SOIL FILL ACCEPTABLE TO THE CONTROLLING ENTITY, TO THE ELEVATION OF THE TOP OF THE MANHOLE COVERS. FILL SHALL EXTEND IN AL DIRECTIONS TO 15' MINIMUM FROM THE MANHOLE COVERS AT THE COVER ELEVATION. THEN FILL SHALL BE GRADED AT A 4 HORIZONTAL TO 1 VERTICAL SLOPE TO THE EXISTING NATURAL GRADE CONTRACTOR MAY BE REQUIRED TO FURNISH AND INSTALL CONCRETE SLABS AROUND THE MANHOLE FRAME AND COVERS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ALL GROUND SURFACES DISTURBED DURING CONSTRUCTION. AL AREAS SHALL BE RESTORED TO THE PRE -CONSTRUCTION CONDITION. THE CONTRACTOR SHALL LOOSEN GROUND SURFACES THAT HAVE BEEN COMPACTED DUE TO THE WEIGHT OF HEAVY EQUIPMENT TRAVERSING THE ROUTE PRIOR TO SEEDING THE EASEMENT. 14. PRPA SHALL CONTRACT WITH NATIVE SEEDERS TO RESEED AND MAINTAIN REVEGITATION CRITERIA UNTIL ACCEPTED BY THE CONTROLLING ENTITY. 15. RIGHT-OF-WAY REVEGUATION IS AS FOLLOWS: SEED MIX: SHALL BE APPROVED BY THE CITY PARKS DIVISION BASED ON THE ACTIVITY TO TAKE PUCE, PLANNED IRRIGATION METHOD AND MAINTENANCE TO BE PERFORMED IN THE AREA BEING SEEDED. IN ALL CASES, A DROUGHT TOLERANT SEED MIX SHALL BE USED THAT DOES NOT CONTAIN MORE THAN FIVE PERCENT (5X) BLUEGRASS. PRE -APPROVED DRYLAND MIX (FOR TEMPORARY OR PERMANENT UNMOWED AND NON -IRRIGATED AREAS): 507E UNCOLN SMOOTH BROME 207E PERENNIAL RYEGRASS 10% SIDEOATS GRAMA 9X BLUE GRAMA 5X BUFFALOGRASS (TREATED) 5R LITTLE BLUESTEN 1X SAND DROPSEED PRE -APPROVED IRRIGATED SEED MIX (FOR MOWED APPUCATIONS): 90X ELDORADO, SILVERADO AND MONARCH TURF TYPE TALL FESCUE IOX BLUEGRASS MIX (DROUGHT TOLERANT BLENDS) COUNA MARIPOSA NATURAL AREA MIX IOX WESTERN WHLATGRASS 15X SIDEOATS GRAMA 10R BLUE GRAMA 15X BUFFALOGRASS 5R INLAND SALTGRASS IOX CANADA WILDRYE IOX GREAT BASIN WILDRYE 15X SWITCHGRASS IOX SAND DROPSEED SEEDED AREAS: SEEDING IS ALLOWED IN PARKWAYS WHERE APPROVED BY CITY, ON SIDE SLOPES OF DETENTION PONDS TO BE MAINTAINED BY THE CITY, AND IN SOME TEMPORARY DRYLAND APPLICATIONS. NO SEEDING IS ALLOWED IN MEDIANS. ALL PROPOSED SEEDED AREAS ARE TO BE SPECIFICALLY APPROVED BY THE CITY PARKS DIVISION. SUBMITTALS' CERTIFICATES SHOWING STATE, FEDERAL OR OTHER INSPECTION SHOWING SOURCE AND ORION. MATERIAlS: SEED: SHALL BE OF FRESH, CLEAN, NEW CROP SEED COMPOSED OF THE VARIETIES APPROVED BY THE CITY WITH TESTED MINIMUM PERCENTAGES OF PURITY AND GERMINATION CLEARLY LABELED ON THE PACKAGE. ALL SEED SHALL BE FREE OF PDA ANNUA AND ALL NOXIOUS OBJECTIONABLE WEEDS WITH A MAXIMUM CROP OF 0.17E AND MAXIMUM WEEDS OF OAX WEEDS. MULCH: NATIVE GRASS STRAW WITHOUT WEED SEED AND CONSISTING OF GRASSES AS SPECIFIED FOR SEEDED APPLICATION. FERTILIZER: USE A FERTIUZER WITH A FORMULA OF 18-46-0 ON ALL AREAS TO BE SEEDED. INSPECTION- INSPECT FINISH GRADE AND TRIM WHERE NEEDED TO OBTAIN FINISH GRADES OF ONE (1) INCH BELOW ADJACENT PAVEMENTS. VERIFY POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. VERIFY OR COMPLETE REMOVAL OF ROCK AND DEBRIS LARGER THAN ONE (1) INCH FROM ALL AREAS TO BE SEEDED. EXECUTION: FERTILIZER: APPLY EIGHT (8) POUNDS PER 1,000 SQUARE FOOT OF SEEDED AREA AND RAKE UGHTLY INTO TOP ONE -EIGHTH (0.12) INCH OF SOIL JUST PRIOR TO SEWING OPERATION. SEEDING, -DO NOT SOW SEED IN WINDY WEATHER OR WHEN GROUND 15 FROZEN OR OTHERWISE UNTIUABLE. -USE BRIWON TYPE DRILL OR HYDRAULIC SEEDING METHODS. DRILL SEED IN MANNER SUCH THAT AFTER SURFACE IS RAKED AND ROLLED, SEED HAS ONE -QUARTER (0.25) INCH OF COVER. -HYDRAUUC SEEDING WILL BE USED IN AREAS THAT ARE NOT ACCESSIBLE FOR MACHINE METHODS. HYDRAULIC PUMP CAPABLE OF BEING OPERATED AT 100 GALLONS PER MINUTE AND AT 100 POUNDS PER SQUARE INCH PRESSURE TO BE USED. THE EQUIPMENT SHALL HAVE AN ACCEPTABLE PRESSURE GAUGE AND A NOZZLE ADAPTABLE TO HYDRAULIC SEEDING REQUIREMENTS. STORAGE TANKS SHALL HAVE A MEANS OF AGITATION AND A MEANS OF ESTIMATING THE VOLUME USED OR REMAINING IN THE TANK. DO NOT SEED AND MULCH IN THE SAME OPERATION. BALES DRYLAND MIX - 12 POUNDS PURE LIVE SEED PER ACRE. IRRIGATED MIX - 12 POUNDS PURE LIVE SEED PER ACRE. COUNA MARIPOSA NATURAL AREA MIX - 70 SEEDS/SO. FOOT MULCHING: NATIVE GRASS MULCH: APPLY AT A RATE OF TWO (2) TONS PER ACRE MULCH SEED BEDS WITHIN 24 HOURS AFTER SEEDING. WATERING: IMMEDIATELY AFTER SEEDING AND MULCHING, WATER SEEDED AREA SUGHTLY TO A DEPTH OF TWO (2) INCHES, BUT WITH CARE SO THAT NO EROSION TAKES PLACE AND NO GULLIES ARE FORMED. WATER UCHTLY TWO (2) TIMES PER DAY AND KEEP SEEDED AREA MOIST UNTIL TURF IS ESTABUSHED. CLEAN UP: REMOVE MULCH MATERIALS FROM ALL PUNT MATERIALS, FENCES, CONCRETE AND OTHER AREAS EXCEPT FOR SEED BED. PROTECTION: PROVIDE AND INSTALL BARRIERS AS REQUIRED TO PROTECT SEEDED AREAS FROM PEDESTRIAN AND VEHICULAR DAMAGE. PROVIDE SIGNAGE IF NEEDED. 16. ALL ASPHALT CUTS WILL REQUIRE TEMPORARY MAINTENANCE WITH HOT OR COLD MIX UNTIL THE ROADWAY IS PERMANENTLY PATCHED. 17. SITE -SPECIFIC TRAFFIC CONTROL PLAN WILL BE REQUIRED FOR ALL ROADWAY CROSSINGS. 18. ALL TREES, SHRUBS AND GROUND COVER DAMAGED OR REMOVED DURING CONSTRUCTION WILL BE REPLACED WITH COMPARABLE MATERIALS ACCEPTABLE TO THE LAND OWNER AND OR THE CITY OF FORT COLLINS. 19. CONTRACTOR SHALL SUPPORT ALL EXISTING WATER AND SANITARY SEWER LINES AT CROSSINGS DURING INSTALLATION OF THE DUCT BANK. 20. CONTRACTOR SHALL POT HOLE ALL EXISTING CITY OF FORT COLLINS WATER AND SANITARY SEWER LINES BEFORE INSTALLATION OF THE PROPOSED DUCT BANK BEGINS. 21. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL SCUD WASTE CONTAINERS. FOR COLLECTION. 22. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY LOCATES. CONTRACTOR SHALL CALL THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987 OR 8-1-1 TO SCHEDULE ELECTRIC LOCATES. 23. CONTRACTOR MUST KEEP ALL EQUIPMENT OPERATION A MINIMUM OF 10 FEET FROM EXISTING OVERHEAD ELECTRIC LINES. IF THIS IS NOT FEASIBLE, OR CONDITIONS WARRANT ADDITIONAL PROTECTION OR POLE STABILIZATION, THE CONTRACTOR MUST CONTACT, POUDRE VALLEY REAL AT (970) 226-1234. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE PROTECTIVE COVERING AND OR POLE STABILIZATION, 48 HOURS IN ADVANCE. SHOULD THE ELECTRIC FACILITIES BE DAMAGED, THE CONTRACTOR MUST CONTACT POUDRE VALLEY REA. ADDITIONALLY, ALL COSTS ASSOCIATED WITH REPAIRS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 24. ANY DISTURBANCE TO THE LANDSCAPE ADJACENT TO THE PROPOSED ROUTE SHALL BE REPAIRED OR REPLACED TO MEET OR EXCEED EXISTING CONDITIONS. ALL REPAIRS ARE SUBJECT TO APPROVAL FROM THE CONTROL ENTITY, 25. ALL DISTURBED AREAS IN CITY OF FORT COLLINS OWNED/MANTAINED AREAS (AS IDENTIFIED ON THE PLANS) WILL BE REPAIRED TO MEET CITY OF FORT COLLINS DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS CURRENT AT THE TIME OF CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE ALL INSPECTIONS FOR THESE REPAIRS/REPLACEMENTS. 26. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ALL GROUND SURFACES DISTURBED DURING CONSTRUCTION BOTH ON AND OFF THE R.O.W. ALL AREAS SHALL BE RESTORED TO THE PRE -CONSTRUCTION CONDITION, OR BETTER, SUBJECT TO THE APPROVAL OF THE CRY ENGINEER. 27. CONTRACTOR SHALL REPAIR/REPLACE ROADWAY PAVEMENT PER CITY MUNICPALIIY REQUIREMENTS. 28. ALL PAVEMENT SHALL BE REPLACED TO MATCH EXISTING PAVEMENT AND SUBGRADE. UNLESS OTHERWISE DIRECTED BY THE CITY OF FORT COLLINS. 29. EXISTING UNDERGROUND ELECTRIC CABLES THAT RUN NEAR THE PROJECT AREA CAN NOT BE DE -ENERGIZED FOR CROSSING PURPOSES. THE CONTRACTOR MUST TAKE ALL PRECAUTIONS NECESSARY TO PREVENT DAMAGE TO THESE FACILITIES. SHOULD CONTRACTOR DAMAGE THE FACILITIES, CONTACT FT. COLLINS UTILITIES IMMEDIATELY AT 970-221-6700. FT. COLLINS UTILITIES WILL REPAIR THE FACILITIES AND BILL THE CONTRACTOR FOR ALL ASSOCIATED COST. A ARC LENGTH LOS POUNDS AL/BR ALUMINUM BRONZE ALLOY MAX MAXIMUM APPROX APPROXIMATELY MH MANHOLE AWG AAERICAN WIRE GAGE MIN MINIMUM C CENTER N NORTH CKT CIRCUIT 0 PHASE CL CENTER UNE PC. P.C. POINT OF CURVATURE CMP CORRUGATED METAL PIPE PI, P.I. POINT OF INTERSECTION COMM COMMUNICATION PL PLATE CUR CLEAR PP, P/P PLAN AND PROFILE CULV CULVERT PRPA PLATTE RIVER POWER AUTHORITY F/O FlBER-OPTIC PSI POUNDS PER SQUARE INCH DIA DIAMETER PT. P.T. POINT OF TANGENCY DWG DRAWING PVC POLYVINYL CHLORIDE E EAST R RADIUS EW EACH WAY RD ROAD EWEF EACH WAY EACH FACE R.O.W., R/W RIGHT OF WAY FRP FIBERGLASS REINFORCED PLASTIC RR RAILROAD FT FEET SD SURGE DIVERTER GALV GALVANIZED SQ SQUARE GND GROUND STA STATION HVED HIGH VOLTAGE EXTRUDED DIELECTRIC STIR STRUCTURE KCMIL KILOCIRCULAR MIL T, TAN TANGENT LENGTH KV KILOVOLT TYP TYPICAL ' LT LEFT XLPE CROSS UNKED POLYETHYLENE LEGEND CL OF 230W DUCT BANK -- - MATCHUNE - RIGHT OF WAY / EASEMENT - - - - SECTION UNE X X FENCE CONSTRUCTION SEQUENCE - - DITCH UNE GENERAL: -SIN- SANITARY SEWER LINE THE LOCAL AREA IS SUBJECT TO SPRING TIME IRRIGATION WHICH RASES THE GROUND WATER ELEVATION SIGNIFICANTLY, USUALLY IN THE BEGINNING OF APRIL. DEPENDING ON THE LOCAL WEATHER CONDITIONS. TO MINIMIZE ADVERSE IMPACT TO THE CREEK AND RIVER AND TO REDUCE THE AMOUNT -C- GAS UNE OF SHEETING, SHORING, AND DEWATERING REQUIRED IN THIS AREA THE CONTRACTOR SHALL FOLLOW THE FOLLOWING CONSTRUCTION SEQUENCE. IT IS IN THE CONTRACTORS AND LAND -OWNERS BEST INTEREST TO COMPLETE THE DUCTBANK AS SOON AS POSSIBLE -E- ELECTRIC LINE 1. INSTALL MANHOLES: SEPT. B. 2009 - NOV. 2, 2009 -W- WATER LINE 2. INSTALL TRENCHLESS CROSSINGS: CASING JULY 13, 2009 - SEPT. 4, 2009 -T- TELEPHONE LINE HDD SEPT. B. 2009 - OCT. 5. 2009 3, INSTALL RISER FOUNDATIONS: SEPT. 8, 2009 - SEPT. 15, 2009 -FO- FIBER OPTIC 4. INSTALL DUCT BANK BETWEEN CROSSINGS, TRANSITION STRUCTURES AND MANHOLES: NOV. 3, 2009 - FEB. 18. 2010 -STM- STORM DRAIN UNE 5. INSTALL RISER STRUCTURES: JAN. 4, 2010 - JAN. 21, 2010 -SL- SEWER LITERAL LINE 6. PULL CABLE INTO DUCTSAAK. CABLE IS TO BE DELIVERED TWO WEEKS PRIOR TO START OF CABLE PULLING ACTIVITIES: JAN. 26. 2010 -FEB. 19, 2010 VALVE 7. SPLICE AND TERMINATE CABLE IN MANHOLES: FEB. 22. 2010 - APRIL 22, 2010 8. TERMINATE CABLE AT NEW STRUCTURES: FEB. 22, 2010 - APRIL 22, 2010 LINK BOX SURGE DIVERTER 9. PERFORM REQUIRED CABLE TESTS: APRIL 23, 2010 - APRIL 29, 2010 10. ENERGIZE CABLE. CABLE TO BE ENERGIZED: APRIL 30, 2010 UTILITY POLE 11. FINAL RESTORATION AND CLEANUP. O NEW STEEL POLE O O MANHOLE PRELIMINARY PLATTE RIVER POWER AUTHOR ® 2000 E. HORSETOOTH ROAD NOT TO BE USED FT. COLLINS, COLORADO 80525 FOR CONSTRUCTION IIAf]UMKIV E,lllI .�l 1111 , �„� HPBL-102 PRELIMINARY PLATTE RIVER POWER AUTHORITY ® 2000 E. HORSETOOTH ROAD NOT TO BE USED FT. COLLINS, COLORAD❑ 80525 FOR CONSTRUCTION HARMONY—PORTNER—BOYD LAKE 230kV TRANSMISSION LINE PROJECT ROUTE MAP PREPARRED BY CERTIFY W DDRECTT SUEW PERR- VISION AND TNAT I AM A DULY REGISTERED PRO- FESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO SIGNED DATE REc No. ®BLACK & VEATCH B&V PROJECT 140509 � i � a 0 NO. 01 /07/09 DATE ISSUED FOR CRY OF FORT COWNS REVIEW REVISIONS AND RECORD OF ISSUE EJM BY LEL CK JSR APP DESIGNED BY LEL DRAWN BY JLP CHECKED BY LEL APPROVED BY JSR scALE As NOTED DATE 10/08/08 nRAIMING NO. HPBL-102 aev. 0 r HPBL-101 DRAWING NUMBER ,$ TITLE DRAWING NUMBER $EY MILE HPBL-100 0 COVER SHEET HPBL-BOYD110 1 PLAN @ PROFILE STA 0+00 TO 15+00 HPBL-101 0 DRAWING INDEX HPBL-BOYDI II 1 STAN1& PROFI 30+00 HPBL-102 0 ROUTE MAR HPBL-BOYD112 1 PLAN k PROFILE STA 30+00 TO 45+00 HPBL-103 0 LEGEND. ABBREVIATION k GENERAL NOTES HPBL-BOYDII3 1 PLAN STA 45 PROFILE 3+00 TO 56+32.47 HPBL-104 0 UNDERGROUND DUCTBANK DETAILS HPBL-HRMY110 - PLAN @ PROFILE STA 0+00 TO 15+00 HPBL-105 1 UNDERGROUND CASING MATERIAL k DUCT INTERFACE DETAILS HPBL-HRMY111 - PLAN PROFILE STA 15+00 TO 30+00 HPBL-106 1 MANHOLE DETAILS HPBL-HRMY112 - PLAN k PROFILE STA 30+00 TO 45+00 HPBL-107 0 MANHOLE GROUNDING HPBL-HRMY113 _ PLAN @ PROM STA 45+00 TO LATLRJ HPBL-108 0 230KV CABLE BONDING SCHEME HPBL-130 0 TYPICAL RISER POLE BONDING SCHEME HPBL-109 0 230KV SUBSTATION TERMINATION STRUCTURE HPBL-131 - BO7D 230KV RISER POLE HPBL-132 - HARMONY 230KV RISER POLE HPBL-135 - RISER STRUCTURE ATTACHMENT DETAILS HPBL-136 - 230KV RISER STEEL DETAILS HPBL-140 0 AGRICUTURAL MANHOLE @ GUARD POST DETAILS HPBL-150 0 DUCTBANK/MANHOLE PHASING LAYOUT HPBL-165 0 SOIL EROSION & SEDIMENT CONTROL DETAILS PLATTE RIVER POWER AUTHORITY PRELIMINARY ® 2000 E. H❑RSET❑OTH ROAD NOT TO BE USED FT. COLLINS, COLORAD❑ 80525 FOR CONSTRUCTION HARMONY-P❑RTNER-B❑YD LAKE 230kV TRANSMISSION LINE PROJECT I HEREBY CERTIFY THAT THIS DOCUMENT WAS p & VEATCH DRAWING INDEX PREPARED BY ME OR UNDER MY DIRECT SUPER- BLACK VISION AND THAT I AM A DULY REGISTERED PRO- FESSIONAL ENGINEER UNDER THE LAWS OF THE Z DESIGNED BY LEL DRAWN BY JLP CHECKED BY lEL STATE OF COLORADO APPROVED BY JSR DATE 10/08/08 SIGNED B&V PROJECT 140509 0 0 01 07 09 ISSUED FOR CITY OF FORT COLLINS REVIEW / / EJM LEL JSR DATE REG NO. a NO. DATE REVISIONS AND RECORD OF ISSUE BY CK APP SCALE AS NOTED nRAVING No. HPBL-101 REV. 0 S HPBL-100 a. PLATTE RIVER POWER AUTHORITY HARMON Y-PORTNER- BOYD LAKE 23OkV TRANSMISSION LINE PROJECT SSU ED FOR CITY OF FORT COLLINS REVIEW BLACK & VEATCH CORPORATION KANSAS CITY, MISSOURI PROJECT NO. 140509 2009 PRELIMINARY NOT TO BE USED FOR CONSTRUCTION I HEREBY CERTIFY THAT THIS DOCUMENT WAS ® BLACK & VEATCH z PREPARED BY ME OR UNDER MY DIRECT SUPER- VISION AND THAT I AN A DULY REGISTERED PRO- FESSIONAL OLOINEER UNDER THE LAWS OF THE z STATE OF COLORADO � SIGN Ld DATE REc.No. B&V PROJECT 140509 nD 01/07/09 ISSUED FOR CITY OF FORT COLLINS REVIEW a INO.1 DATE I REVISIONS AND RECORD OF I PLATTE RIVER POWER AUTHORITY ® 2000 E. HORSETOOTH ROAD FT. COLLINS, COLORAD❑ 80525 HARMONY—PORTNER—BOYD LAKE 230kV TRANSMISSION LINE PROJECT COVER SHEET DESIGNED BY LEL IDRAWN BY JLP CHECKED BY LEL APPROVED BY JSR I DATE 10/08/08 SCALE AS NOTED DRAWING NO. HPBL-100 REV. 0