Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Trailway 9-10_plan set_draft_2006-12-18
PLANS SYMBOLS COUNTY LINE INDEX SHEET DESCRIPTION TIRE SHEET STATEMENTOF ESTIMATED QUANTITIES TABULATIONS SECTION LINE QUARTER LINE TYPICAL SECTIONS AND CONSTRUCTION NOTES SIXTEENTH UNE 5 - 7 PRESENT RIGHT-OF-WAY - - - RIGHT-OF-WAY - CONTROL OF ACCESS LINE —0 0 PROPERTY LINES RETAINING WALL BOARDWALK PLAN AND DETAILS RAILROAD 18 - 20 FENCE o CENTERUNE OR BASELINE LANDSCAP NG PLAN AND DETAILS TEMPORARY EASEMENT UNE 30 - 35 PERMANENT EASEMENT LINE 6 DRAINAGE AND UTILITY EASEMENT - - - - ------ TREE (7 SHRUB O k PROPERTY ID NUMBER re-ue-z,-a3_eo,o AJMDM"Tels POWER/UDLITY POLE ✓V ANCHOR WIRE INDEX SHEET DESCRIPTION TIRE SHEET STATEMENTOF ESTIMATED QUANTITIES TABULATIONS Ls,s tg-sW w3 tlap€ 3 Z - STREET LIGHT TYPICAL SECTIONS AND CONSTRUCTION NOTES O 5 - 7 HANDHOLE IT CONSTRUCTION PLAN AND PROFILE TRAFFIC LIGHT 13 DRAINAGE PROFILES TRAFFIC SIGN BOARDWALK PLAN AND DETAILS .. 18 - 20 TELEPHONE MANHOLE 0 rnz n m OO LANDSCAP NG PLAN AND DETAILS SANITARY SEWER MANHOLE 30 - 35 LIGHTNGPLAN 6 STORM SEWER MANHOLE CROSSSECTIONS n CATCH BASIN y b C % o THIS PLAN CONTANS 44 SHEETS GATE VALVE ca ry HYDRANT WATER LINE SANITARY SEWER SEWER —>>—>— STORM SEWER BURIED ELECTRIC ELECTRIC —EE—E— BURIED GAS —GG—G— BURIED TELEPHONE T — T — T BURIED CABLE TV CTV— CTV SILT FENCE OVERHEAD ELECTRIC —OHPOHP— BURIED FIBER OPTIC —FO FO—FO- 0 1® Seale in feet TYPIC.AI. PI AN SD -A1 F UNLESS OTHERWSE NOTED: HORIZONTAL 0® Scale in feet VERTICAL 0 10 20 Scale in feet CITY OF MOUNDS VIEW RAMSEY COUNTY. MINNESOTA CONSTRUCTION PLANS FOR: EXCAVATION, GRADING, AGGREGATE BASE, BITUMINOUS TRAIL, STORM SEWER, SITE FURNISHINGS, LANDSCAPING, AND RELATED APPURTENANCES COUNTY ROAD 10 - TRAIL SEGMENTS 9 & 10 LONG LAKE ROAD TO SILVER LAKE ROAD GROSS LENGTH 3,401.00 FT 0.64 MI BRIDGE LENGTH 116.00 FT 0.02 MI EXCEPTION LENGTH 0.00 FT 0.00 MI NET LENGTH 3.285.00 FT 0.62 MI DESIGN DESIGNATION (COUNTY ROAD 10—TRAIL) LOCATION MAP FUNCTIONAL CLASSIFICATION TRAIL DESIGN SPEED 20 MPH CITY OF MOUNDS VIEW RAMSEY COUNTY, MN --- SPECIFICATION REFERENCE --- THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION FOR CONSTRUCTION" SHALL GOVERN. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS SHEETNO. 1 2 3 INDEX SHEET DESCRIPTION TIRE SHEET STATEMENTOF ESTIMATED QUANTITIES TABULATIONS Ls,s tg-sW w3 tlap€ 3 Z - 4 TYPICAL SECTIONS AND CONSTRUCTION NOTES 5 - 7 REMOVAL PLAN 8 - 12 CONSTRUCTION PLAN AND PROFILE 13 DRAINAGE PROFILES 14 - 17 BOARDWALK PLAN AND DETAILS ; in v 18 - 20 TEMPORARY EROSION CONTROL AND CONTOUR PLAN 0 rnz n m 21 - 29 LANDSCAP NG PLAN AND DETAILS x g ti 30 - 35 LIGHTNGPLAN 6 W - 44 CROSSSECTIONS n y b C % THIS PLAN CONTANS 44 SHEETS ry DRAFT FOR REVIEW 0 0'0 w c00KQQ Incto 38 12-18-2006 cuaDubu1� u I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME DATE APPROVED: CITY OF MOUNDS APPROVED: RAMSEY LIC. NO. DATE- 1 OF ¢4 THE FOLLOWING STANDARD PLATES, APPROVED BVTHE FEDERAL HpHWAYADMNISTRATpN, SHALL APPLYON THIS PROJECT. TAB INDEX STANDARD PLATES STATEMENT OF ESTIMATED QUANTITIES ITEM 700 LB NO. NOTES TAB ITEM UNIT TOTAL PROJECT QUANTITIES ROADWAY ESTIMATE FINAL la 3134C STATEMENT OF ESTIMATED QUANTITIES 2100 L8/AC BOARDWALK 4006E MANHOLE OR CATCH BASIN PRECAST. DESIGN GANDH NO. NOTES TAB ITEM UNIT TOTAL PROJECT QUANTITIES TRAIL COUNTY ROAD IO TRAIL SEGMENTS 8810 LIGHTING LANDSCAPING 2 52 F LIGHTBASE EACH 4 S 37 53 TRAFFIC CONTROL ESTIMATE FINAL 1 0.61 0.15 0.24 54 INSTALL SIGN TYPEC EACH 12 12 55 INSTALL SpNTYPED EACH 2 2 ffi1 58 i 1 WSTALL SIGN TYPE SPECIAL MOBILIZATION LUMP SUM 1 0.67 0.15 0.24 ZEBRA CROSSWALK NMRE-EPDXY SOFT 128 126 58 Fr E 2 CLEARING ACRE 0.35 0.35 TREE 18 18 3 E GRUBBING ACRE 0.35 0.35 21 60 E DECIDUOUS SHRUB NOS COM SHRUB 172 4¢3m $5 '"S Y 4 REMOVE CURB AND GUTTER LN FT 90 90 5 B REMOVE PPE CULVERTS LN FT 10 10 1864 62 SLT FENCE, TYPE MACHINE SLICED LN FT 1760 1760 3aB� SLT FENCE, TIDE HEAW DUTY LN FT 800 6 64 REMOVE CONCRETE WALK SOFT 49 49 7 7 65 5 E SEEDNGI ACRE 0.5 0.5 ] REMOVE BRUMNOUS PAVEMENT SO 1D 135 135 66 6 E SEEDNG2 ACRE 1.5 1.5 W� sLo yb< �gis 7 e B REMOVE RPRAP CU YD 8 8 SEEDNG3 ACRE 0.1 9 68 REMOVE PPE APRON EACH 6 6 2 2 69 E SODDING TYPE LAWN SQ YD 1515 u B § z 4 H 70 SAWNG BITUMINOUS PAVEMENT LN FT 210 210 9 EROSION CONTROL BLANKETS CATEGORY3 SQ YD 3918 3918 11 SALVAGE SIGN TYPE C EACH 12 12 12 SALVAGE SIGN TWED EACH 2 2 NATIVE SEEDING MAINTENANCE LUMP SUM 1 1 72 10 HYDRAULIC SOIL STARED -ERS TWE 5 POUND 2033 13 SALVAGE SIGN TWE SPECIAL EACH 1 1 73 11 0 R LUMP SUM 14 i RELOCATE BENCH EACH 2 2 EACH 1 i 75 11 D PLNG FOR HELICAL SCREW FOUNDATION LN FT Y 3B0 75 —11 COMMON EXCAVATION (P) CUW 1628 1628 76 D GALVAN�D METAL BRACKET FRAME EACH 19 0 0 m M o 3 h e L Y M p �y . M 7 m 77 11 D ELEVATED TRAL i6 SUBGRADE EXCAVATION DDYD 359 359 1477 147] 17 GEOTEXTILE FABRIC TWEV SOW 739 739 11 D APPROACH PROTECTION FENCE 18 2 2 GRANDLARBDRRDW TON 1926 1926 a Saw In Min .'c IL ry a R 5 19 AGGREGATE BASE CLASS 5 TON 1361 1361 20 2 TWE SP 72.5 WEARNG COURSE MIX (2,B) TON 444 444 21 C 8"PPE APRON EACH 2 2 22 C 72"PPE APRON EACH 2 2 6 8 e 23 B,C 75"PPE APRON EACH 5 5 24 CLEAN PPE CULVERT LN FT 398 398 O oSy u91 W y N O 3 8 uNu1 0]ONQQ E . 25 C 8" PVC PPE SEWER LN FT 52 52 26 C 12" HOPE PPE SEWER LN FT 28 26 27 C 15" HOPE PPE SEWER LN FT 94 94 28 C CONNECT TO EXISTING STORM SEWER EACH 4 4 29 C 15" PIPE BEND 22.50 EACH 1 1 30 C CONSTDRANAGE STRUCTURE DESIGN GORH EACH 4 4 31 B,C RANDOM RPRAP CLASS II CU YD 12 12 32 LNESTONE BLOCK EACH 16 i6 33 4"CONCRETE WALK SO FT 155 155 NOTES 1 2 3 PRO -RATA BITUMINOUS TRAIL CONSTRUCTON PROTECTION OVER ST. PAUL WATER UTILITY MAINS O I 34 4 8"CONCRETE WALK SOFT 549 549 35 3 8"CONCRETE WALK SOFT 1350 1350 0 4 5 6 INCLUDES QUANTITIES FOR PEDESTRIAN CURB RAMPS PERMANENT SEEDNG-BWSR MIX WS PERMANENT SEEDING MOW FESCUE MIX y� Z O 38 4 CONCRETE CURBSGUTTER DESIGN B6t8 LN FT 84 84 37 4 TRUNCATED DOME PANEL SOFT 100 100 m n 7 8 9 10 11 11 PERMANENT SEEDNG-MNDOT SEED MIX 280 TEMPORARVSEEDING- MNDOT SEED NIX 150 PERMANENTRESTORATpN TEMPORARY RESTORATION BOARDWALK CONSTRICTION F W Z H W I- Q 38 KpSK EACH i 1 39 BICYCLERACK EACH 6 6 40 ORNKNG FOUNTAIN EACH 1 7 41 WASTE RECEPTACLE EACH 5 5 o i W O 42 BENCH EACH 5 5 a N o 0 m 3558 3558 50 0 I a Z 43 NFORMATCN SIGN (SPECIAL) EACH 2 2 44 LANDSCAPE EDGER LN FT 1130 1130 45 F LIGHTING UNIT TYPEA EACH 33 33 i o H O i � w O 46 F LpFRNG UNRT'PEB EACH 4 4 47 F 1.5" RIGID STEEL CONDUR(DRECTgNAL BORE) LN FT 226 226 48 F 1.5"NON-METAILp CONDUIT LN FT 3332 3332 49 F UNDE0.GROUND WIRE uI 0 Q CE N m CJ z a i A i D O U U m N M 9350fi118_egl.tl�g a x 2 OF 44 THE FOLLOWING STANDARD PLATES, APPROVED BVTHE FEDERAL HpHWAYADMNISTRATpN, SHALL APPLYON THIS PROJECT. TAB INDEX STANDARD PLATES STATEMENT OF ESTIMATED QUANTITIES ITEM 700 LB NO. NOTES TAB ITEM UNIT TOTAL PROJECT QUANTITIES ROADWAY ESTIMATE FINAL COUNTY ROAD 10 TRAIL SEGMENTS9810 LIGHTING LANDSCAPING 3134C RPRAP ATCMP OUTLETS 2100 L8/AC BOARDWALK 4006E MANHOLE OR CATCH BASIN PRECAST. DESIGN GANDH 4143E STOOL GRATEBCONCRETE FRAME (MEDIAN DRAINS) 51 LpHTING SCHEDULE F EQUIPMENTPAD EACH 2 2 52 F LIGHTBASE EACH 37 37 53 TRAFFIC CONTROL LUMP SUM 1 0.61 0.15 0.24 54 INSTALL SIGN TYPEC EACH 12 12 55 INSTALL SpNTYPED EACH 2 2 58 WSTALL SIGN TYPE SPECIAL EACH 1 1 57 ZEBRA CROSSWALK NMRE-EPDXY SOFT 128 126 58 E DECIDUOUS TREE 2" CAL B&B TREE 18 18 59 E DECIDUOUS TREE 2.5"CAL 88B TREE 21 21 60 E DECIDUOUS SHRUB NOS COM SHRUB 172 172 61 E PERENNIALI GAL CONT PLANT 1864 1864 62 SLT FENCE, TYPE MACHINE SLICED LN FT 1760 1760 63 SLT FENCE, TIDE HEAW DUTY LN FT 800 B00 64 INLETPROTECTpN EACH 7 7 65 5 E SEEDNGI ACRE 0.5 0.5 66 6 E SEEDNG2 ACRE 1.5 1.5 67 7 E SEEDNG3 ACRE 0.1 0.1 68 8 SEEDNG4 ACRE 2 2 69 E SODDING TYPE LAWN SQ YD 1515 1575 70 9 EROSION CONTROL BLANKETS CATEGORY3 SQ YD 3918 3918 ]i NATIVE SEEDING MAINTENANCE LUMP SUM 1 1 72 10 HYDRAULIC SOIL STARED -ERS TWE 5 POUND 2033 2033 73 11 0 MOBLPATCN FOR HELICAL SCREW FOUNDATION LUMP SUM 1 i 74 11 D TEST PLE FOR HELICAL SCREW FOUNDATION EACH 1 i 75 11 D PLNG FOR HELICAL SCREW FOUNDATION LN FT 380 3B0 —11 76 D GALVAN�D METAL BRACKET FRAME EACH 19 19 77 11 D ELEVATED TRAL SOFT 1477 147] 78 11 D APPROACH PROTECTION FENCE EACH 2 2 1 COND NO6 LN FT 3558 3558 50 F SERVICE CARNET EACH 2 2 THE FOLLOWING STANDARD PLATES, APPROVED BVTHE FEDERAL HpHWAYADMNISTRATpN, SHALL APPLYON THIS PROJECT. TAB INDEX STANDARD PLATES STATEMENT OF ESTIMATED QUANTITIES ITEM 700 LB NO. NOTES TAB ITEM UNIT TOTAL PROJECT QUANTITIES ROADWAY ESTIMATE FINAL COUNTY ROAD 10 TRAIL SEGMENTS9810 LIGHTING LANDSCAPING 3134C RPRAP ATCMP OUTLETS 2100 L8/AC BOARDWALK 4006E MANHOLE OR CATCH BASIN PRECAST. DESIGN GANDH 4143E STOOL GRATEBCONCRETE FRAME (MEDIAN DRAINS) 51 LpHTING SCHEDULE F EQUIPMENTPAD EACH 2 2 52 F LIGHTBASE EACH 37 37 53 TRAFFIC CONTROL LUMP SUM 1 0.61 0.15 0.24 54 INSTALL SIGN TYPEC EACH 12 12 55 INSTALL SpNTYPED EACH 2 2 58 WSTALL SIGN TYPE SPECIAL EACH 1 1 57 ZEBRA CROSSWALK NMRE-EPDXY SOFT 128 126 58 E DECIDUOUS TREE 2" CAL B&B TREE 18 18 59 E DECIDUOUS TREE 2.5"CAL 88B TREE 21 21 60 E DECIDUOUS SHRUB NOS COM SHRUB 172 172 61 E PERENNIALI GAL CONT PLANT 1864 1864 62 SLT FENCE, TYPE MACHINE SLICED LN FT 1760 1760 63 SLT FENCE, TIDE HEAW DUTY LN FT 800 B00 64 INLETPROTECTpN EACH 7 7 65 5 E SEEDNGI ACRE 0.5 0.5 66 6 E SEEDNG2 ACRE 1.5 1.5 67 7 E SEEDNG3 ACRE 0.1 0.1 68 8 SEEDNG4 ACRE 2 2 69 E SODDING TYPE LAWN SQ YD 1515 1575 70 9 EROSION CONTROL BLANKETS CATEGORY3 SQ YD 3918 3918 ]i NATIVE SEEDING MAINTENANCE LUMP SUM 1 1 72 10 HYDRAULIC SOIL STARED -ERS TWE 5 POUND 2033 2033 73 11 0 MOBLPATCN FOR HELICAL SCREW FOUNDATION LUMP SUM 1 i 74 11 D TEST PLE FOR HELICAL SCREW FOUNDATION EACH 1 i 75 11 D PLNG FOR HELICAL SCREW FOUNDATION LN FT 380 3B0 —11 76 D GALVAN�D METAL BRACKET FRAME EACH 19 19 77 11 D ELEVATED TRAL SOFT 1477 147] 78 11 D APPROACH PROTECTION FENCE EACH 2 2 THE FOLLOWING STANDARD PLATES, APPROVED BVTHE FEDERAL HpHWAYADMNISTRATpN, SHALL APPLYON THIS PROJECT. TAB INDEX STANDARD PLATES ITEM NO. ITEM 700 LB PERMANENTSEED MIXTURE-BN5RVJ5 3040E CORRUGATED METAL PPE CULVERT 3123) METAL APRON FOR C.S. PIPE 3124B METAL APRON CONNECTION 3134C RPRAP ATCMP OUTLETS 2100 L8/AC BOARDWALK 4006E MANHOLE OR CATCH BASIN PRECAST. DESIGN GANDH 4143E STOOL GRATEBCONCRETE FRAME (MEDIAN DRAINS) F LpHTING SCHEDULE 7036E PEDESTRIAN CURB RAMP FOR THE HANDICAPPED 71021 CONCRETE CURB AND GUTTER DESpNBANDV BASIS OF QUANTITIES TAB INDEX MASS OF BITUMINOUS MATERIAL 715 L8/SY•N MASS OF AGGREGATE BASE 700 LB PERMANENTSEED MIXTURE-BN5RVJ5 8L8/AC PERMANENT SEED MIXTURE -NO MOW FESCUE 200 LB/AC PERMANENTSEED MIXTURE-MNDOT 260 700 LB IAC PERMANENTSEED MIXTURE 150 40 LB/AC HYDRAULIC SOL STABILIZER TYPE 2100 L8/AC BOARDWALK 16 CITY OF MOUNDS VIEW -STANDARD PLATES TAB INDEX DESCRIPTION SHEET A HORIZONTAL ALIGNMENT 3 B EXISTING DRAINAGE 3 C STORM SEWERSCHEDULE 9 D BOARDWALK 16 E PLANT SCHEDULE 27 F LpHTING SCHEDULE 33 CITY OF MOUNDS VIEW -STANDARD PLATES STANDARD DETAIL DESCRIPTION ERO-1A SILTEENCE ERO-iB SILTEENCE-HEAW DULY ERO-1C SILTEENCE-J-HOOK ER03 EROS ION CONTRO BLANKET WSTALLATpN A HORIZONTAL ALIGNMENT POINT STATION DELTA RADIUS BEARING NORTHING FASTING COUNTY ROAD 10 TRAIL -SEGMENTS 9 S 10 & POT 100+00.00 S 50-00-00 E 216448.1104 542584.0887 PC 100+22.51 216431.6397 542601.3342 PI 100+42.02 06-22-53 LT 350.00 S 58-22-53 E 216419.0986 542616.2802 PT 100+61.49 216408.2962 542832.5275 PC 100+62.24 216407.8811 542833.1518 PI 100+95.48 10.5059 RT 350.00 S45 -31-53E 216389.4783 542660.8307 PT 101+26.52 216366.1942 542684.5507 PC 101+71.15 216336.3347 542714.9694 PI 101+84.80 04-28-07 LT 350.00 S50 -00-00E 216326.7686 542724.7144 PT 107+98A0 216317.9913 542735.1750 PC 104+01.28 216187.6132 542890.5536 PI 104+20.91 20-14-41 LT 110.00 S 70-14-41 E 216174.9899 542905.5974 PT 104+40.14 218168.3521 542924.0800 PC 104+41.21 216167.9915 542925.0839 PI 104+73.43 3239-12 RT 110.00 S37 -35-30E 216157.1005 542955.4093 PT 105+03.90 216131.5687 542975.0655 PC 105+19.45 218719.2467 542880.5518 PI 105+32.55 12-27-28 LT 120.00 S 5Q02SII E 216108.8688 542992.5416 PT 105+45.54 216100.4584 543002.5820 PC 108+38.50 215912.3422 543227.1628 PI 108+55.66 05-3653 LT 350.00 S55 -39-50E 215901.3275 543240.3198 PT 108+72.80 215891.8410 543254.4918 PC 110+35.10 215800.0935 543388.5146 PI 110+63.22 09711-13 RT 350.00 S 46-28-37 E 215784.2323 543411.7349 PT 110+91.22 215764.8672 543432.1250 PC 111+68.69 215711.5197 543488.2964 PI 111+91.14 05-08.27 LT SOO.00 S51 -37474E 215698.0627 543504.5721 PT 112+13.55 215882.1251 543522.1675 PC 114+95.93 215508.7941 543743.5219 PI 115+00.27 01-25-12 RT 350.00 S50.1152E 215504.1009 543746.9220 PT 115+04.61 215501.3243 543750.2544 PI 115+75.00 S41 -53-07E 215456.2855 543804.3314 PI 116+52.39 S 43-30-33 E 215398.6443 543856.0051 PC 118+66.09 275388.7135 543865.4327 PI 116+86.14 69-10-15 LT 250.00 S 52-40-48 E 215374.1717 543879.2382 PT 117+08.10 275382.0158 543895.1815 PC 117+56.49 1215331.4879 543935.2524 PI 117+88.68 14-40-30 RT 250.00 S 38-00.18 E 1215311.9511 543960.8533 PT 118+20.52 1215286.5854 543980.8748 PC 118+38.01 215272.8034 543991.4445 PI 118+51.51 12-19-22 LT 125.00 S 50.19-40 E 215282.1706 543999.7532 PT 118+84.90 215253.5561 544010.1398 PC 129+86.94 214550.0167 544858.3966 PI 130+11.99114-40-09 LT 350.00 S 6459-49 E 214521.2568 5448930724 PT130+58.55 105+69 TO 106+09 2145022154 544933.9010 PC 130+89.30 214498.8260 544945.4571 PI 131+02.21 1459.49 RT 250.00 S 50-00-00 E 214482.9176 544975.2797 PT 131+34.74 214461.7658 545000.4874 C. R. IO TRAIL 106+09 13' B I s B � EXISTING DRAINAGE $ aa H & ON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE ALIGNMENT STATION TI STATION OFFSET LEFT RIGHT [FT] [FT] DESCRIPTION DUALITY LEVEL LEAVE AS IS REMOVE CULVERT APRON RIN FT] [EACH] RIPRAP [CU YD] 15" APRON [EACH] CLEAN CULVERT [LIN FT] RANDOM RIPRAP NOTES CL II [CU YD] THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD CR70TRAL 10H97.5 tib L 970.00 1 GRIOTRAL 101+79.1 9.5 R CB 1 1 911.40 910.09 909.81 28 1.00% VERIFYING ALL EXISTING AND PROPOSED RIM AND INVERT c° SS -105 CRIOTRAL 104+23.7 18.5 L FES 1 906.96 11 ELEVATIONS. SS -107 CRIOTRAL 103+60.4 10.9 L CB 1 1 910.60 907.87 SS -106 907.16 1 EXISTING PIPE SS -110 CRIOTRAL 107+84.0 13.9-L FES 905.80 7 C.R. IO TRAIL 102+04 13' APRON D X TOTAL 4 3 1 52 26 94 2 2 3 1 4 4 1 4 1 4 1 C.R. 10 TRAIL 102+04 TO 102+50 13' - 17 15" CMP D X 48 C.R. 10TRAL 102+50 17 APRON D X 1 4 1 4 1 CR 10TRAL 103+61 11' APRON D 1 C.R.IOTRAL 103+61 TO 104+23 11' - 9' 15'CMP D 10 49 C.R. IO TRAIL 104+23 9' APRON D 1 C.R. IO TRAL 105+89 13' APRON D X C.R. IO MAL 105+69 TO 106+09 13' - 13' 15"CMP D X 40 C. R. IO TRAIL 106+09 13' APRON D X C.R. 10TRAL 108+80 18' APRON D X C.R. 10TRAL 106+80 TO 107+15 18' - 19 151CMP D X 33 C.R. 10TRAL 107+14 19' APRON D X CR 10TRAL 1G8+40 13' APRON D X C. R. IO TRAIL 180+40 TO 109+G2 13' - 6 18"CMP D X 62 C.R. 10TRAL 109+02 6' APRON D X C.R. IO TRAIL 109+65 77' APRON D X C.R. 10TRAL 109+65 TO 109+81 7T - 18' 18"RCP D X C.R. IO TRAIL 109+81 18' APRON D X C.R. 10TRAL 115+46 1' APRON D 1 1 C.R. 10TRAL 115+46 TO 116+66 1' - 16 171CMP D X 116 C.R.IOTRAL 116+68 16' APRON D 1 C.RIOTRAL 118+54 27 APRON D X C.R.10TRAL 118+54 TO 119+06 22' - 23' 15"CMP 0 X 50 C.R.IOTRAL 119+08 23' APRON D X 10 6 8 I 2 I398 8 GENERAL INFORMATION: STORM SEWER IS SHOWN IN APPROXIMATE LOCATION BASED s B � 3 3 $ aa H & ON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL UTILITY LOCATIONS. GENERAL INFORMATION: STORM SEWER IS SHOWN IN APPROXIMATE LOCATION BASED ON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL UTILITY LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING AND PROPOSED RIM AND INVERT STATION OFFSET INFORMATION IS MEASURED TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. NOTES: (1) DESIGNATIONS FOR DESIGN STRUCTURES TO BE USED: DES -1 (SEE MNDOT DETAIL PLATE 4006L) (2) DESIGNATIONS FOR CASTINGS TO BE USED: C-1 (SEE MNDOT DETAIL PLATE 4143E FOR STOOL) (NEENAH R-4342 OR APPROVED EQUAL) C-2 (NEENAH R-1642 OR APPROVED EQUAL) 1 CASTINGS FOR NEW STRUCTURES SHALL BE INCLUDED IN THE COST OF THE STRUCTURE. (3) REQUIRED GEOTEXTILE FILTER BLANKET SHALL BE INCIDENTAL TO RIPRAP. gaz g3 C STORM SEWER SCHEDULE STRUCTURES PIPE APRON ELBOW RANDOM CONNECT TO STRUC. DESIGN (7) CASTING (2) INVERTdDRAINSINVERT e" 12" 15" RIPRAP EXISTING ALIGN STATION FFSE e" 12" 16" 15" CL 11 COMMENT NO. TYPE RIM OUTIN PVC HDPE HDPE SLOPE STORM SEWER DES -1 C-1 C-2 ELEV..ELEV. (3) EACH ACH ACH INF INF INF ACH ACH ACH ACH ACH THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD CR70TRAL 10H97.5 tib L 970.00 1 GRIOTRAL 101+79.1 9.5 R CB 1 1 911.40 910.09 909.81 28 1.00% VERIFYING ALL EXISTING AND PROPOSED RIM AND INVERT c° SS -105 CRIOTRAL 104+23.7 18.5 L FES 1 906.96 11 ELEVATIONS. SS -107 CRIOTRAL 103+60.4 10.9 L CB 1 1 910.60 907.87 SS -106 907.16 1 EXISTING PIPE SS -110 CRIOTRAL 107+84.0 13.9-L FES 905.80 7 SS -111 CRIOTRAL 107+84.3 12.1 R FES 906.90 SS -110 905.80 26 4.23% 1 SS -115 CRIOTRAL 115+15.1 17.7 R FES 907.00 1 4 SS -116 CRIOTRAL 115+51.6 1.2 R 909.60 907.50 SS -115 907.00 40 1.25% 1 1 22.5D BEND STATION OFFSET INFORMATION IS MEASURED TO CENTER OF TOTAL 4 3 1 52 26 94 2 2 3 1 4 4 STRUCTURE UNLESS OTHERWISE NOTED.0 STORM SEWER NOTES: 1. APRON BURIED. EXPOSE AND VERIFY. e n O1Znm x g o R v G'3i v. Y u L X HmV1LuiO. ry a N N C Y u e B C N L uyGt41j NOKQQ E? 3 OF 44 GENERAL INFORMATION: STORM SEWER IS SHOWN IN APPROXIMATE LOCATION BASED ON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL UTILITY LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING AND PROPOSED RIM AND INVERT STATION OFFSET INFORMATION IS MEASURED TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. NOTES: (1) DESIGNATIONS FOR DESIGN STRUCTURES TO BE USED: DES -1 (SEE MNDOT DETAIL PLATE 4006L) (2) DESIGNATIONS FOR CASTINGS TO BE USED: C-1 (SEE MNDOT DETAIL PLATE 4143E FOR STOOL) (NEENAH R-4342 OR APPROVED EQUAL) C-2 (NEENAH R-1642 OR APPROVED EQUAL) 1 CASTINGS FOR NEW STRUCTURES SHALL BE INCLUDED IN THE COST OF THE STRUCTURE. (3) REQUIRED GEOTEXTILE FILTER BLANKET SHALL BE INCIDENTAL TO RIPRAP. O 4d Z 0) 2 z w O % (W N ] 0ELEVATIONS. O65-700 ZSS-101 = m65-102 O 1 - ` O - O Q O w (� Z O O C STORM SEWER SCHEDULE STRUCTURES PIPE APRON ELBOW RANDOM CONNECT TO STRUC. DESIGN (7) CASTING (2) INVERTdDRAINSINVERT e" 12" 15" RIPRAP EXISTING ALIGN STATION FFSE e" 12" 16" 15" CL 11 COMMENT NO. TYPE RIM OUTIN PVC HDPE HDPE SLOPE STORM SEWER DES -1 C-1 C-2 ELEV..ELEV. (3) EACH ACH ACH INF INF INF ACH ACH ACH ACH ACH CR70TRAL 10H97.5 tib L 970.00 1 GRIOTRAL 101+79.1 9.5 R CB 1 1 911.40 910.09 909.81 28 1.00% CR707RAL 702+80.2 15.2 L 908.50 1 SS -103 CRIOTRAL 102+79.7 9.3 R CB 1 1 910.80 908.75 908.50 24 1.04% SS -105 CRIOTRAL 104+23.7 18.5 L FES 1 906.96 11 SS -106 CRIOTRAL 104+10.7 10.6 L MH 1 1 910.50 907.16 SS -105 906.% 14 1.43% 1 SS -107 CRIOTRAL 103+60.4 10.9 L CB 1 1 910.60 907.87 SS -106 907.16 1 EXISTING PIPE SS -110 CRIOTRAL 107+84.0 13.9-L FES 905.80 7 SS -111 CRIOTRAL 107+84.3 12.1 R FES 906.90 SS -110 905.80 26 4.23% 1 SS -115 CRIOTRAL 115+15.1 17.7 R FES 907.00 1 4 SS -116 CRIOTRAL 115+51.6 1.2 R 909.60 907.50 SS -115 907.00 40 1.25% 1 1 22.5D BEND SS -117 CRIOTRAL 117+09.3 18.1 L FES 908.27 SS -116 907.50 40 0.49% 1 1 EXTEND EXIST14G PPE TOTAL 4 3 1 52 26 94 2 2 3 1 4 4 3 OF 44 R/W •2.0' 10.0' (TYP) "2.0' VAR. 1.0' VPo RVAR.� 32% (TYP) MIN. 4" TOPSOIL (TYP) MIN. 4" TOPSOIL (TIP 2.5" TYPE SP 12.5 WEARING COURSE MIX (2,B) SUITABLE GRADING I 6" AGGREGATE BASE CLASS 5 (100% CRUSHED) MATERIAL GRANULAR BORROW TYPICAL SECTION 1 'CLEAR ZONE BITUMINOUS TRAIL 'CLEAR ZONE -2.0' 10.0' (TYP) @.0' R/W VAR. VAR VAR N�kyYl ±2% (TYP) (T:3 bq ) MIN. 4" TOPSOIL (TYP) MIN. 4" TOPSOIL (NP SUITABLE GRADING MATERIAL 2.5" TYPE SP 12.5 WEARING COURSE MIX (2,B) GRANULAR BORROW 6" AGGREGATE BASE CLASS 5 (100% CRUSHED) 2' SUBGRADE EXCAVATION GEOTEXTILE FABRIC TYPE V TYPICAL SECTION 2 BITUMINOUS TRAIL STA. 107+25 TO STA. 108+50 (TO BE PLACED AS DIRECTED BY ENGINEER) 14'-0" N0. 16 RAR O 1'-6. O.C. MAX. o CONC. SLAB 321< SLOPE 6' AGG. BASE CUSS 5 (1008 CRUSHED) SECTION A -A- CONC. DIST. SLAB 1'-0' TOP OF 60" WATER CONDOR SOILS & CONSTRUCTION NOTES 1. GRADING GRADE IS DEFINED AS THE BOTTOM OF THE CLASS 5 AGGREGATE BASE. 2. SUITABLE GRADING MATERIAL ON THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, DEBRIS, PEAT, MUCK, OTHER ORGANIC MATERIALS, OR OTHER UNSTABLE MATERIAL. 3. UNSUITABLE GRADING MATERIALS ARE TOPSOIL, DEBRIS, PEAT, MUCK, ORGANIC MATERIALS, OR OTHER UNSTABLE MATERIAL. 4. GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF MN/DOT SPEC. 3149.281. 5. STRIP ALL TOPSOIL AND INPLACE SLOPE DRESSING WHERE PRESENT IN AREAS TO BE DISTURBED BY CONSTRUCTION AND REUSE SLOPE DRESSING. SLOPE DRESSING ON THIS PROJECT IS DEFINED AS THE TOPSOIL OR OTHER SOILS WHICH HAVE BEEN PLACED DURING PREVIOUS CONSTRUCTION TO PROVIDE A MEDIUM FOR ESTABLISHING TURF. THE AVERAGE DEPTH OF TOPSOIL LAYER IS ASSUMED TO BE 6 INCHES. 6. ALL TURF REMOVAL AND TOPSOIL STRIPPING LIMITS IN PREPARATION OF PLANTINGS AND RESTORATION SHALL BE CONSIDERED INCIDENTAL TO THE COMMON EXCAVATION. 7. DISPOSITION OF EXCESS EXCAVATED MATERIAL SHALL BE IN ACCORDANCE WITH MN/DOT SPEC.2105.3D WITH NO DIRECT COMPENSATION MADE THEREFORE. 8. OBTAIN COMPACTION ON THE GRADING AND AGGREGATE BASE PORTIONS OF THE CONSTRUCTION IN ACCORDANCE WITH THE "SPECIFIED DENSITY METHOD" REQUIREMENTS. 9. TEST ROLLING PALL BE REQUIRED ON THIS PROJECT IN ACCORDANCE WITH MNDOT SPEC. 2211 (INCIDENTAL). 10. STABILIZING AGGREGATE SHALL BE INCORPORATED INTO THE SUBGRADE TO ACHIEVE SATISFACTORY SURFACE STABILITY AT LOCATIONS DEEMED NECESSARY BY THE ENGINEER, IN ACCORDANCE WITH THE PROVISIONS OF MNDOT SPEC. 2105.3G. GRANULAR MATERIAL WHICH IS FURNISHED BY THE CONTRACTOR SHALL BE STABILIZED, IF NECESSARY, AT THE CONTRACTORS EXPENSE. 11. UNLESS OTHERWISE SPECIFICALLY ALLOWED OR REQUIRED BY THE CONTRACT, BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE RECYCLED TO THE EXTENT ALLOWED IN BASE AND SURFACING ITEMS OR DISPOSED OF OUTSIDE THE RIGHT-OF-WAY IN ACCORDANCE WITH SPEC. 2104.3C3. 12. UNLESS OTHERWISE REQUIRED, ADD 1(V) TO 20(H) TAPERS TO THE FULL DEPTH STATION LIMITS OF ALL SUB GRADE EXCAVATIONS. PROVIDE 1(V) TO 20(H) TRANSITION TAPERS BETWEEN CHANGES IN SUB GRADE EXCAVATION DEPTH LONGITUDINALLY. 13. THE TOP OF BACKSLOPES AND THE TOE OF FILL SLOPES SHALL BE ROUNDED. 14. THE LOCATIONS OF THE EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY UTILITY LOCATIONS AND DEPTHS AS REQUIRED BEFORE EXCAVATION. EXCAVATIONS TO LOCATE UTILITIES SHALL BE INCIDENTAL. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE PATH THE UTILITY COMPANIES AND CALL THE "GOPHER STATE ONE CALL" (1-800-252-1166) AT LEAST 48 HOURS PRIOR TO EXCAVATION/CONSTRUCTION. 15. ANY DEBRIS WHICH MAY BE ENCOUNTERED DURING GRADING SHALL BE DISPOSED OF BY THE CONTRACTOR OFF THE PROJECT RIGHT-OF-WAY IN A SUITABLE DISPOSAL AREA AS APPROVED BY THE ENGINEER. 16. BITUMINOUS REMOVAL QUANTITY BASED ON SQUARE UNIT REMOVED REGARDLESS OF PAVEMENT DEPTH. CONTRACTOR SHALL INVESTIGATE AND MAKE OWN DETERMINATION OF ACTUAL PAVEMENT DEPTH. 17. PIPE SEWERS CONNECTING MANHOLES AND CATCH BASINS SHALL BE IN ACCORDANCE WITH SPEC. 2503. BEDDING AND BACKFILL SHALL CONSIST OF UNIFORM SELECTED GRADING MATERIAL MATCHING ADJACENT SOILS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 18. WHENEVER THE WORD 'INCIDENTAL" IS USED IN THIS PLAN, IT WILL MEAN THIS WORK WILL BE INCIDENTAL FOR WHICH NO DIRECT COMPENSATION WILL BE MADE. 19. PLACE MINIMUM 6 IN. TOPSOIL OR SLOPE DRESSING ON ALL AREAS DISTURBED BY CONSTRUCTION AND SCHEDULED FOR PERMANENT TURF ESTABLISHMENT. TOPSOIL BORROW TO BE UTILIZED AT THE DIRECTION OF THE ENGINEER IN THE FIELD. 20. ALL EROSION CONTROL MEASURES SHOWN IN THE PLANS SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF GRADING OPERATIONS. .� EWATER A WATER 1- DEEP SAW JOINT CONDUIT CONDUIT OR PIAN -CONCRETE DISTRIBUTION SLAB 4 OF 44 SI N / 7 NOTES: \ \ CLEARING AND GRUBBING L COUNTY ROAD 10 ® SALVAGE SIGN REMOVE BITUMINOUS n r ® REMOVE PIPE APRON ® REMOVE CONCRETE WALK -------------------------------------------------------------------- ©SAWCUT BITUMINOUS PAVEMENT REMOVE CURB &GUTTER � � o $ 3 REMOVE PIPE CULVERT U -- CONSTRUCTION �3 ® LIMIT REMOVE RIPRAP CONSTRUCTION CLEAN OUT CONSTRUCTION CLEAN OUT CLEAN OUT CULVERT ® LIMIT _ ® LIMIT 8 5 BEGIN CULVERT CULVERTb ---- —---------- —_-----_-- a` N' CONSTRUCTION 100+00 i --- 100+00 4ELOCATE' / , ©--T------------E < < C E E 1 (--'—f—�E-- E —r -T3--Ttot+oo © » xb D �- _D -D - G -D G -D G- ��-D G -D©10 CLQ107+00 �� © 103+00 ©_ 104+- 77-�_OHP --�--� OHP —� OHP T OHP QrIP H ❑ P DFii' OH nHP nHP�=mdH b — mTROtyVP I r \CONSTRUC70N ROW l— M �— �1/ gO I I33 ENCHI �I //�\\ //-- \ , JI /--_-- i LIMIT Ld I I I CONSTRU T10N � I � � I (/ l a I I I IT W — -- I V T •r �o .r 0 O�z lb ,ux J--- — aU um 2720 m.; 0 A b I j l I 2732 2704 y N N 6 LL III III 11 II °® °vy� v III I Seel. In feet I I ai `w IIS cmavimg v mac'QQ r� COUNTY ROAD 10 b --------------------------------------- --------------------------------------------- CLEAN OUT / O CULVERT _ CONSTRUCTION CLEAN OUT CONSTRUCTION LIMIT CULVERT _ _ _ _ _ _ _ _ _ _ _ _ _ ® _ _ _ _ _ LIMIT / _ _ -- --- — _ _ _ __ _ 114+00 111+00 u / / \ \ / / \ \ 110+00 _ _ —+— — — — —y_ _ _ 112+00 113+00 _� _ _ _ -1— _ t— Lu 1 m+Oo /iii\i\ \/\ �/\ �/\ o i i\/\ \/\/ / / / /� 10 - �` N— _ --- - / 2 T T T T T T T T T T T T T Z P b _ _ _ OHP �HP OHP OHP OHP —%>y-� `OHP ____ OHP OHP OHP _ OHP — — N g _ _ _ _ _ _ ___-- _ — _ _ I m y T —7— T r / CONSTRUCTION / 0 1 ROW J ROW l � � LIMIT ROW 1 / • � / — Z J_ j O DELWINEATEDETLAND / I �'�\ 0 Q BOUNDARY / \ \l3 ` 0 el if/ 3` rT WETLAND I _ —1 V Za / THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. 7735 / / / j 2651 THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDEJNES OF CI/ASCE 38-2. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF \ ° EXISTING SUBSURFACE UTILITY DATA." THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR i 2661 GENERAL INFORMATION ONLY. NEITHER THE CITY OR THE CONSULTING ENGINEER 0 25 50 / / /.� / Nasosi �e_,P�.a.y WARRANT THIS INFORMATION TO BE ACCURATE OR COMPLETE. THE CONTRACTOR IN ® scar Nu y COOPERATION WITH THE APPROPRIATE PRIVATE UTIUTY COMPANY IS RESPONSIBLE TO Scole In feet Cr Y VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES. IIrJ OF 7- - - - - - 7 ` - - - - - - - - - - - - - - / / / CONSTRUCTION REMOVE CONCRETE _ / LIMIT WALK AND C&G EXPOSE BURIED CULVERT VERIFY INVERT 1 I 114+00 115+00 _-- --- ..I --_ I-_—_ T T T T T T T CONSTRLFCTRIr L- �\ J I I ' 26510 25 I \ 1 ' /I Scale in feel I COUNTY ROAD 1 O ® NOTES: �\ \ CLEARING AND GRUBBING SALVAGE SIGN Ow REMOVE BITUMINOUS 1 - ® REMOVE PIPE APRON ®REMOVE CONCRETE WALK - - - - - - - - - - - �jf'---------------------- C SAWCUT BITUMINOUS PAVEMENT - - -REMOVE CURB &GUTTER REMOVE CONCRETE I REMOVE PIPE CULVERT WALK AND C&G -- CONSTRUCTION CLEAN OUT LIMIT CULVERTCLEAN OUT CONSTRUCTION CULVERT ®- LIMIT C _ 117+00 _ — _ 118+00 -T T T TT �f tp — OHP OHP OHP OHP k BENCH —ROW -L — — — CONSTR)_C`ON IZ LIMIT / 1 Karl 11 0 © 120+00 1 1+00 OHP OHP UHP UHP DHP GHP OHP L833 —\\ —Rew — —CONSTRUCTION — — — na s \ \ CONSTRU EMIT / \ \ - --------------El---- COUNTY ROAD 10 h --------------------------------------------------------------- i�F CONSTRUCTION G�------- r LIMIT- ---------- ------------ 123+00 - T T T 1r Ti REMOVE CONCRETE WALK AND C&G TO NEAREST PANEL FOR �.., CONCRETE APRON VY 4+00 .Si'f CONSTRUCTION LIMIT OHPOHP OHP UHP DH�P __ - OHP UHP OHR HP n _ ------------ _�__ ___ _________ — —RO — CONSTRUCTION \ \ _T \\ \ I �� ----------------------------I 1 < `''-I I THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE T \ 38-2, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF \\ EXISTING SUBSURFACE UTILITY DATA." \ \ \ \ THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR T\ \ GENERAL INFORMATION ONLY. NEITHER THE CITY OR THE CONSULTING ENGINEER WARRANT THIS INFORMATION TO BE ACCURATE OR COMPLETE. THE CONTRACTOR IN \ \\ \ l COOPERATION WITH THE APPROPRIATE PRIVATE UTILITY COMPANY IS RESPONSIBLE TO \ \ \ VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES. 2544 �'-ROW — — _ CONSTRUGLON�— 1/ 0 a LIMIT —� Z J Tc o o(XOFA /�- LL.o Oo 0 2576 v z �\ O °® Sccle in feel 6 OF 44 of 0 N ?T Z LdGoLd > AF1Pi\aPu� N Z N, �'-ROW — — _ CONSTRUGLON�— 1/ 0 a LIMIT —� Z J Tc o o(XOFA /�- LL.o Oo 0 2576 v z �\ O °® Sccle in feel 6 OF 44 of L MIT 129+00 1304 _ _ 4-+� _ Y ��H2 OHP T P moi-- DH -DT GT-BNR-�G-D G -D 1/ _ W _ CONSTRUCTION LIMIT "® Scala in feet ,y NOTES: jay CLEARING AND GRUBBING COUNTY ROAD 10 G) SALVAGE SIGN Im REMOVE BITUMINOUS ®REMOVE PIPE APRON ® REMOVE CONCRETE WALK © SAWCUT BITUMINOUS PAVEMENT REMOVE CURB &GUTTER G. REMOVE PIPE CULVERT d --) ---------® --------------------- 4 � � LIMIT CONSTRUCIN END N I CONSTRUCTION .d �\ ( 134+01 ( i P HP I HP DHP --- OHP OHP_ — OHP — OHP— OHP �6}— 'c---��\� ____ ----- TW---------- 77 \ \ \----------- +-- ---- --- - -D - --------- T \ � T\\ DiL Q.\ L_I I I 1I1 I I WARNING -NATURAL GAS PIPPELINE \\\ \ \ \\\ NATURAL GAS CO. REPRESENTATIVE TO BE I CONTACTED PRIOR TO AND ONSITE FOR TRAIL REMOVAL OVER PIPELINE \\ 2559 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-2, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.' THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR GENERAL INFORMATION ONLY. NEITHER THE CITY OR THE CONSULTING ENGINEER WARRANT THIS INFORMATION TO BE ACCURATE OR COMPLETE. THE CONTRACTOR IN COOPERATION WITH THE APPROPRIATE PRIVATE UTILITY COMPANY IS RESPONSIBLE TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES. O .16 z 01 j Z LJTI W _ m W N z � I a z_�� O9� �I.-� 0 L� OQ } o F- 0 U z z 0 0 U 7 OF ¢4 NOTES: mm BITUMINOUS TRAIL ® CONCRETE PEDESTRIAN THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY DUALITY LEVEL D. RAMP ® ZEBRA CROSSWALK WHITE - EPDXY ®CONCRETE - - _ _ _ THIS DUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-2. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF © INSTALL SIGN TYPE C - - - - - - - - - - - - - - - - - - A EXISTING SUBSURFACE UTILITY DATA." i q ®INSTALL SIGN TYPE D8 THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR$ o H 'g g ® INSTALL SIGN TYPE SPECIAL COUNTY ROAD 10 GENERAL INFORMATION ONLY. NEITHER THE CITY OR THE CONSULTING ENGINEER D L WARRANT THIS INFORMATION TO BE ACCURATE OR COMPLETE. THE CONTRACTOR IN 8� I' COOPERATION WITH THE APPROPRIATE PRIVATE UTILITY COMPANY IS RESPONSIBLE TO pN9 eta \` VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES. o� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ VOW CONNECT TO Lx CONSTRUCTION MATCH TO EXISTING 15" CMP CH EXISTING CONSTRUCTION-MATCH TO '3afiBB N MATCH TO _ LIMIT �_ EXISTING CONSTRUCTION DRIVEWAY LIMIT Z DRIVEWAY C O EXISTING 15" C P� �1' LIMIT EXISTING DRIVEWAY €o,W _ _ _�1' EXISTING �i / -7 _ _ _ SIDEWALK �© _ ___ _ ____� --- 4CY TWE II \ / rte© - - - _= z� i 14'-15" HDPE _ __ _ __ _ - - - - - - - - - - - - - - - F J€ /-_- RANDOM RIPRAP � / / y _ (/� 1 APRON �� ■ C o C C i C 281 SSS-1 z SSG70 5-t r m ( r C XD r C C r C 833 i APRPVCON S-100 )) o G-D flD a z D In OH -��- OHP:J--OHP-L---OHP Epp- OH OUP SHPT �m -S_i_0___�_ _� 24'-8" PVC 1 APRON_ I I _ _v -_� T - - - - - - � _ O III /n\ ROW-- ! ---- --1 _-� - --__ \\ I I r \CONSTRUCTION ROW- \ u nrr /�� \ p \ J I / y aRp CONSTRUCTION \� I t h m - W I I I BEGIN // \ CONSTRUCTJpN LIMIT ) \ I ( \ / O m ^ ° 5 \ 100+00 \ - I I b -------- ------< nm,„em \ I II tnryma@ LOf d - -- III I \\ I 2720 a g Ijl I 2732 �I II I I I 2704 vvvae III - V C N T1 1n � masQ� v I25 50 I v I S.I. in feel I I v <� cNi� m� d N rc O m m w O w m w O 0 0 0 935 935 0 HP E LEV = 91 .07 .-- HP Sl A = 100+ 11.74 ELEV a 911.80 HP EAE = 912.50 qi 930 PNS = 100+ 5.94 PVISTA= = HP STA 102+28.2 LP ELEV 911.11 HP ELEV = 9 1.46 930 Z P ELEV = 13.19 p STA = 1)1+70.74 PVI STA 102+26. P STA = 03+30.18 HP TA = 103 81.63 2 A.. _ -3.6 A.D. _ _ .72 VI ELEV 911.55 PVI ELE = 912.69 N STA = 03+23.7 PVI TA = 103 89.25 LP LEV = 90 .77 HP ELEV = 909.19 N = 10.93 K = 23.3 A.D. _ A.D. -3.75 PA ELEV 910.99 PVI ELEV = 9 1.58 LP S A = 105 21.25 P STA = 105+82.6 �j Z 925 1 I K = 797 .02 K = 10.67 A.D. 2.65 .D. _ -2. o PVI S A = 105 12.68 VI STA = 105+75.8 9.25 T W 0 LU0 40.00' VC 40. 0' VC __ 10.11 K _ I .D. = 3.5 A.D. _ -1.49 0- >Wa40.0 ' VC 40.00V K= 11.43 K= 26.85 () z rm + IQi mn '�?c m n N o I40.00 I 1 I (n920'm .^- c o"!`� VC 40.01 VC 920 I Z u b m + m N m No + + c+ O1 e m roZ J> *86 N w2 O 2 m M a I Cl t2 mm w Oi j.. w m w Gi v Ji PRO OSED w o o I. + C6 n � ml,915 O Q Z m > wmj c� v m ) GRA E .. N N a m n m m '^ 915~ o m w w m w 5 f v W_ v 0 0 -1. R m U U m m �L .90% - m > w w 0 z 910 __-- -- / \ -.so w 910 Qo 0 \ - 1.00 O U \ EXISTING 2-5 H- 905 GROUND 905 Z EXI TNG 0 GR ND U 900 900 av �o na' m�' m'^ aN as NN nM mm mm mo 17M O)m ay 17 " m Om O .6;t mOmm m001 mOml m 0508118 cVLEwy 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107 8 OFu44 NOTES: Ell BITUMINOUS TRAIL ® CONCRETE PEDESTRIAN RAMP — — THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE ® ZEBRA CROSSWALK WHITE - EPDXY ® CONCRETE 38-2, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF © INSTALL SIGN TYPE C COUNTY ROAD 10 EXISTING SUBSURFACE UTILITY DATA." B ® INSTALL SIGN TYPED ® INSTALL SIGN TYPE SPECIAL L r THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR GENERAL INFORMATION ONLY. NEITHER THE CITY OR THE CONSULTING ENGINEER e g g _ — — — _ — — — — — _ _ _ WARRANT THIS INFORMATION TO BE ACCURATE OR COMPLETE. THE CONTRACTOR IN COOPERATION WITH THE APPROPRIATE PRIVATE UTILITY COMPANY IS RESPONSIBLE TO a -g =0. — _ _ _ VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES. s«� v-- SEE CONCRETE PAD DETAIL�12 — SHEET 4 gi STA. 110+00 TA. 1 91.29 $a a CONSTRUCTION STA. 108+84 SEE BOARDWALK PIANS END BOARDWALKga CONSTRUCTION STA. 112+95.33 BEGIN CONCRETE PAD END CON A §� B d LIMIT r ___BEGIN BOARDWALK SHEETS 14-17 --------- ____®_ _ _ _ LIMIT ` _____ 26 12" HDPEww _ _ W `N �' o 2 APRONS '^ < b SS -110 B— >> Wg3 _ _-- _ ____ _ 'I's -._,_ T -'�: T T 11 T T T T T T T _33� $ 3 b _ -Si ' -' ____ _ - NOTES: Im BITUMINOUS TRAIL _ ® CONCRETE PEDESTRIAN RAMP THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. n ® ZEBRA CROSSWALK WHITE _ ®CONCRETE — ` THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE "STANDARD -EPDXY © INSTALL SIGN TYPE C / — — F — — — — — — — — L 38-2, ENTITLED GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." B q ®INSTALL SIGN TYPE D / COUNTY ZOAD 10 f THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR o 'g g 9 ® INSTALL SIGN TYPE SPECIAL GENERAL INFORMATION ONLY. NEITHER THE CITY OR THE CONSULTING ENGINEER r — — — — — — — WARRANT THIS INFORMATION TO BE ACCURATE OR COMPLETE. THE CONTRACTOR IN o .06 ` o F COOPERATION WITH THE APPROPRIATE PRIVATE UTILITY COMPANY IS RESPONSIBLE TO =---------------- ---------------- _ — VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES. o� EXPOSE PIPE AND VERIFY INVERT CONNECT TO EXISTING ER 5Uo CONSTRUCTION 15"-22.5' ELBOW LIMIT = CONNECT TO 15' CMP EXISTIAG- 40'-15" HDPE FC MNT TRUCTIONg Y �. MATCH EXISTING ,meq 1 APRON Z CONSTRUCTION F LIMIT : — ------ —_ _ _ --_ -- _ — _--- ® ---- ROADWAY -- _ __ m ® --- __ ____ C _ _ _ _ _ _ _ _ __ _ —__ ---v '7 ------ —o -i-----�-- L\__ —_ _ _---- _— �—� _-------- ,� SS -117 J€ ' L 55-115 0618 C&G TRANS. ®1 Emmm \ 1"V o g6g Nfr�� � Fa ND PED MP I 11 2 T T T T T lA —� T I j T T T T T — s'e= DI d I OHP OHP OHP - -- DHP DHP HP DHP OHP OHP OHP OHP 3 — — — — 40'-15' HDPE --� --4-APRON IIOFI5TRT1a(TfON— — — — — — — - I 8618 C&G TRANSITION LIMIT 4CY TYPE II ROW RANDOM RIPRAP I I II AND PED RAMP Q ROW CONSTRUCTION LIMIT MATCH TQQ EXISTIN¢ N \ ROW CONSTRUCTION LIMIT �0 �--R-� 1 I I II DRIVE% Y 0 u F- II II, ,-� ,, ------ ---------------t��� �� �\ SII \•�—�// �� j \11 ��T �� III ,——�''' md;��s _ I II am OU I I 2651 1 � vvv'o o zs so I It J _' 2640 c ma m a Scale in fee® \ I 11 2544 II N p V > 935 = z m 935 U 0 � 930 930 Z rn LP LEV = 90).96 PVI STi 119+8 i.05 LP S A = 117+53.95 P a STA = 18+71.16 PVI El EV = 912. Z3 z Sr PVI SA=117 62.62 N ELEV . 91156 A. =0.83 Z _ 925 PVI STA 114+01.26PVI ST = 114+8 .85 PVI = 9C9.87 A.D. = 0.97 K = 47.91 925 � PVI ELEV = 908.49 A 18.3 I I 4 .00' VC I y�f > aoZ¢ -0.40 101.17 K=27.86 .= .44 m 40.00' VC WA.D. 40.00' VC 0U 92 NK (n920 O _ m> 1p ^II m CI m CI + m Z -in 5a mm ci m + W w _ cd av + > m Li RADE im w Z H- o 915 + oOSED FRO P u m 915 w m 4 ORADE N 910 58% 9% d -0 2% 'S% OO 910 OU — — -- --� Of ---- —0.10% EXISTIN V Z 905 GROUND 905 GROUND 0 O U 900 900 m� d Nd N dN O! em N Nn N Vlb m NO N NO W d� mm nm NO d on) pW 00 m 00 00 00 pW O_O'N_N N_H Vl �rj m 00 m001 mOOi 0Of mm m0, mm mT m0, m01 mm 00+ NN TOI N 8506118 cpl.tl�q 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121 10 OF 44 NOTES: ,WNSMBITUMINOUS TRAIL — _ THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. ® CONCRETE PEDESTRIAN RAMP ___________m JJ THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDEUNES OF CI/ASCE "STANDARD ® ZEBRA CROSSWALK WHITE - EPDXY ® CONCRETE 7 38-2, ENTITLED GUIDELINES FOR THE COLLECTION AND DEPICTION OF © INSTALL SIGN TYPE C COUNTY ROAD 10 EXISTING SUBSURFACE UTILITY DATA." B W 4 ® INSTALL SIGN TYPED THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR b 4a ®INSTALL SIGN TYPE SPECIAL ` GENERAL INFORMATION ONLY. NEITHER THE CITY OR THE CONSULTING ENGINEER f — — — — — — — — — — — — — — WARRANT THIS INFORMATION TO BE ACCURATE OR COMPLETE. THE CONTRACTOR IN --------------------------------------------- _ — — — — — — — _ — — — COOPERATION WITH THE APPROPRIATE PRIVATE UTILITY COMPANY IS RESPONSIBLE TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES. $�b FT CONCRETE APRON FOR CROSSWALK � CONSTRUCTION UMIT '' MATCH E%ISTING ROADWAY MATCH STING CONSTRUCTION LIMIT $ apg ' --- --------------� —� -- ----- —------ — ROA AYi —_ _ __ - + - �za 2 Ei P OHP DHP OHP OHP DHP OHP OHR HP DHP / OHP a OHP �..-� OHP OHP ____-_ OHP_-- OHP OHP e -M DHP— s a R _---OHP __ _�____ _—_ — — __ ___ __--- _ _ _�_ _--- �G ROW JJJ CONSTRUCTION \ C&G FO`2. _ T --"- � � CONSTRUCTION LIMIT CONCRETE APRO / a--4 LIMIT o � ------------------------------- I I -A � m V' o�E o® \ \\ 1 a3d°x§ Y N y C X s Nry�all �\ m II � \\ I Scala in faet G 11 2576 g� 6 \ \ I 1 L \ i .S mym 9 2544 A\ Oy M > N + o No 935 11w 935 0 TA = = 915.20 122+42.3 P ELEV = 913.40 HP ELE = 914.4 gHELEV TA = 121+99.9 PN S A = 123+ 1.03 STA = 1 4+13.02 HP STA PN STA 125+13.1 125+02. 6 S� 930 ELEV = 915.33 PVI LEV = 91 .05 P STA = 1 3+94.52 VI STA = 24+48.29 914 930 Z _ K = - 1.64 _ - = 22.81 ELEV = A.D. _ 913.38 A.D. 1.92 A.D. -2.57 I I I K=1925 .08 K 0.81 K=15.58 H 925 1zo. vc o.00' vc 1 1 40. 0' VC 925 y�j 0 m n m m m 6 M N ` a M d + + M p + 'n O a N c n N M l0 N p Ld V) + d w = O = O °' n M d d b y d d m + d 920 0 920 "I PROPOSED Li Vi m N N 1 Z `^ j E w j m U w w Ji j of w PR OSED Z J a m m w m rii m v m > > m w w GR E 0 m w m Z H O 915 -o. 5% w 915 2 0 — _ _ — — -0.57% � EXISTIN -- -- --- -- O 910 GROUN -- 910 z o O } ct ROUND F U � 905 905 Z 0 U 900 900 mm r]„j m= YJ' m o1A YI O MYj o N oi° NVj O n^ �'C N wd 6'I d �`r X17 N dy M MY N M_Nj Of VJ vj M erj SMI Ol Vj mm Olm Mi Om Cn� OI m01 _M m01 _N mm m01 OI O1m pl Olm Tm Olm OI 0.1506118 cV1d"g 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128 NOTES: BITUMINOUS TRAIL ® CONCRETE PEDESTRIAN RAMP m ® ZEBRA CROSSWALK WHITE -EPDXY ® CONCRETE \ \ ��---------------------------------------- _ J R ©INSTALL SIGN TYPE C ® INSTALL SIGN TYPE D LL r ' , 7 COUNTY ROAD 10 ; 3 ® INSTALL SIGN TYPE SPECIAL - - - \ (�� =Fo a�%IyYSlJ MAT G EXISTING � MATCH EXISTING PAVEMENT X33` s = >5&o Y uMNT TRUCTI N SIDE WA LI\C ------------- -- END CONSTRUCTION 134+01 €�a is u Q G -D T G--%G=B--7- G-IIf C�- DHP OHP OHP P OH \ \ P �_ G�9 ROW \ \ \ \\ Hp 1 HP DHP \ � OHP OHP OHP 0HP OHP ROW --- - - - - - - - - - - - - o / CONSTRUCTION \ \ LIMIT T \ \ \ ♦ ---- ------ ----------------- --- a Q \\\ MATCH EXISTING I TRAIL I O X g ti u x III t; \90 \ \ c\ THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. \ \ THIS QUAUTY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE "STANDARD 0 2550 ® \\\ \ \ \ 38-2, ENTITLED GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.' v y N p a @ Scala h feet THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR CE GENERAL INFORMATION ONLY. NEITHER THE CITY OR THE CONSULTING ENGINEER 1111 2559 \ \ \ \ WARRANT THIS INFORMATION TO BE ACCURATE OR COMPLETE. THE CONTRACTOR IN COOPERATION WITH THE APPROPRIATE PRIVATE UTILITY COMPANY IS RESPONSIBLE r \ \ TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES. ezw 00 wsy �� 935 M 935 HP EL V=915.4 0 � LP ELEV STA = 912.50 128+60.4 PVI ST = 129+35.37PM HP STA PVI STA = 130+5E.97 = 130+8:.15 LP ELEV = 9 2.27 P ELEV - 912.48 q3 930 ATA 128 1 75 PVI F EV __ 914 50 PN EL V - 915.4 LP STA = 132 68.44 HF STA - 1 Z 3+03.60 930 Z 03 PVI ELEV = 912.40 A. _ -2.97 K = - 'Uv = 26.73 PVI TA = 132+72.36 PV STA = 1 3+12.89 V) A.D. 4.17 K = 13.45 PV ELEV = 12.17 F A ELEV = 912.66 PVI STA = 133+8040 w 925 K = 9.59 I .00' VC I 8 .OD' VC m A. 2.1 K = 19.9 A.D.= K = 8. 4.48 3 PN El A.D V=910. = 0.67 925 Z LL'� 'o 40.0 VC n '� m i0 y ,H r d o m .i w 0° a "' 40.00 VC 1 40.00' VC I K 59.95 (.D ; W 0. m o m ^ +"s m 00' VC o+ z 920 - ROPOSED M M II m MnM _ O d 920Q a Z m ^ U to m W II 1>� ) II II N^ NOI MWM N + m e g ji W U 7 U 1 m w m J w F F m W 6� ~a W a ^IJ M w M+1 MLii OI O m �Qa LC 9�5 m w m 5 S 5: S M NO m� N.. > U 0 M m Z O H O a >m >w 915 0.45% - 7 a a w m 0 -- --- - -3.2 % w 91O 910 a0 U It XISTING ROUND EXISTING GROUND o (� Z 905 905 0 U 900 900 u^m?m^m M m0m d MOm O0 m 'N 01 M N O N � riO dd anNNd d^d^ .MmM N m C} :2 m< 0 -0 m dT e mm cj m No I 4xw511e_co1.e.q 128+00 129+00 130+00 131+00 132+00 133+00 134+00 12 OF 44 .. .. .. ��I:I . 9999 9999 .: I 9999. 99 . . .:::: ..... ::' ::: .: 9999. J :: .:: 9999 9999. ..... :.. .. .. .. ...... I....... .. ... :: � �� . ':N .:-I .j,,.. . .I .I ....... ..... .I: 1 ¢III 9.999. .. _ O _-: III .. rc I. .. ..:0 ........ .I... - ... .. . 9999 _ f - .o� _ II I�: � �.- :..:: 0'" 6 .:: N :. ::m ... n ::: ::. .::: 9999. o..: 9999.:' on 9999.:. 9999. ... 9999. :.M 11I ::} :po -I .o o m . n n 'm N "}m. n�0 f W EZ W m ::m --+ y m0 1.11 1m _ "O. pm N �O o m O :: .a .m 6_ N m "n �o +W _;1 .. .mm Z .. i gg .m �" .: .. 970... T . 1:4 Fpm §i6::: ... ... .. 99.99 .. _ .... ..... ... 9999m Z .. ..Nm N,Z 1008 -' - 14 26 900 ' :: : 8 PVC : ..00 .. 99 ..:: -1.A4.'G ..." 900.:: :: 1.448 - - 1.43 :: .. 9999. .. 99 9999 ... ... .. ::: 9999 ... ::1�:£MB :: 15 -HDI E ::::. . 9999.. 9999 ..... 9999 .1199 .. , . ......... ._ :.. .... 9999. ..:: ... 9999. - 9999. 9999 ... . 9999. ..... .. .. .. 9999. .. ...: ....: ... 2"HDPE . 9999. .. ..... .. ' S ... .9999 9999..... ....9996. ....9999. ..9.9.99. .......I. .6996 .. ....... ......... .. 111.9 9999. 9999.. 9.999.... ...... 9999. ...... 89 . .. .... .. .. ........_ 9999... - 9 r ...9..999 ........ ... 89� 1 r 895 r ... .. .. .. .... ..y ... N:: ... 9999 9999 .. ..... .. ... .. .. .. �:: N 'p.: .... ... .. .. 9999. .. .m ... ..W .... .. W .. ... . ..9999... 9111..... :m 11..16... m .. 9999 ......... :: :::F O.. 99-99 : 9999 _ .. ..: ...: - o ... _. .. .... 9999 ... :o .. .0 ..� . ..O .. ...n N :: .. ...m m.. .. . m .: m ... .. .....: . .....0:: ...m .m .. A .::: .:.:. ... ...:..W ..W..: .. .. 9999. 9 9 99.. ........ 9999 ..... ......... 9999... 9999. 9999... I .. 9999.. 9999. 9999 9999. .. 9999. .. ... ... 9999.9 .. 9999. ......... 99.99.. 9999... ... ... 9999 ......... 9999.. .. ......... 9:: . ... p., .._ rc :: .... J ... .. .. ... .. ... ... .. .::'.. . ... 9999..: n: N..:: . ... .:-: 9999 .:. 9999 ... ... .. . :: a: m. No E�:: ::on +m000 }N N} C W :rip m N:. m ... .. 9&999.. . ... '9999... ... ... 4f b. : mg::: . _. ... .. mF, .. 9999.. .. ...... .... ..... .. .. 9999 .. ... .... . ..... .... mmz 8 9 0.498 : i 5-1 IDPE .: 9999 ... 9:::: ::15°H PE.. .. .... ......... ... .. :.. ......... ...... 9999. ........ 9999.. �... ....... 99N ;.: ... N. 9999 � ... .. . :N 99.9..9.. ... ... p ...... ...... 9999 .9999 ... ......... ... ........ ..1999.. .. 9999... 9999 .. ... 9999 9999.. ........ 6691 11..66... ... .. . .. ..... 9999. .. ......... 9999 ....6691. 9999... .6699 ..... 9999 9999 _ _ .. ... ..... ... ... ........ .. 99...99.. 9999.. 9999...:: ... ... ... ...... .... ... �o .: .. .... m.... 9999 : ... . g ... ... m.. .... .... 9999 .. .. .::' . ' .: .. .:: ... ::::: ... ... � .. :m._. m .. ...m .. m.: .. 99 99... ... ... ... 9999... .... .... ... . .. .. .. ......... ......... .. ... ...... . . _ 6999.. ...99.99 9...99.9. ......... 6666... ...9999. ........ ... ...... ......... 999&9 9999 ..6..999. rr 9 9 ... 6666 .... ............ . ... ... . ... ...._.._ ........ ... &9999 .6.66.........6... .....6. _ ...... ...::::: ..... rrr _..... .:::.::: _ ..... ..................... .99.. 99.. .......... ...99...9.9. _ 9999 .6111.. _ ._ 9999..... _... 9999.... ....." 999 9..... __... 9999 _.. ... _:.:9 r 9 9 . . 9 . . . . . 9 . . . 9 . 9 9 r r r 9 9 9 . . r . r . r 9 9 9 9 9 . . . . . . . . . . . . . 6 . . I I 1 9 9 r r r r . . . 6 6 . 6 1 1 1 9 . . 9 9 9 9 9 9 9 9 9 9 . 6 6 6 6 6 - 9 9 9 9 9 . . . . I . 6 1 9 . 9 . . . . . 6 9 9 . r I . I . r r . 6 1[7 e a, .ti 3 ~ v aZ�Non =Z ti I? R v 3 W e IL 3 . .. y m. c x ym�22 N d O z 01 2 Z W _ dm >Ww (n J_ '^/ V� O I K z -i - Oofa 70 o Li.. Oa �O 0 U �7 z 0 O U ------------------- - - - = ------------------------------ _ — ---- — _ o{ _ -------------------- _ _ 44 APPROACH PROTECTION -- -_ — _ — ____________________________------------------ Ct-M FENCE. SEE SHEET 17 TYP. EACH END ELEVATED 15 PANELS O 7'-9' 116'-3' 15 —0� __ _____________- _ �6 6 loa+oo ge 10 +00 110 00 wg —+----------- — -------------- 0 ----------------- ---------------------------- 'g a a -- W.P. 'A' ________________ _____ ______ ---------------------------------------------------- ___ __ __ _ ____ _______ _ __ COORD. COORO. X 329664.}8 ____ ____ ___ ____ _ _ ____ ___ -------- ____ COORD. Y = 482]66.2] STA. 108+83.96 W�P� R' _ - OVERl00K SECDON COORD. X = 329780.62 �P o �^ s SEE PLAN SHEET 15 COORD. Y 482765.59 W m $ STA. 110+00.21 V �' •+ e „ 0, me SEwb m �„ g NOTE: 81 q N § SEE SHEET 5501 FOR GENERAL PLAN PANEL SECTION DETAILS.�: �n x Nmnru d 0 5' 10' 20 ® $$ SCALE® =E d NNW V 2 88x O 6 M s mCQ� C� mpg � O as o m r - TOP OF BOARDWALK2 H Z W EL 90].8} Lill 0 o 915 EXISTING 915 ` O / d CROUNDLINE LLJ � 910 910 (n Y ao _ K -------------------------'— ---905 ----- ------ _— --- — --------- so5 Z =�oa s00 C)900 F. m M 895 895 � a a nn b 0 PP m@ T P ma PP wn OOiq mn Wq qq O C3 108+00 108+50 109+00 109+50 110+00110+50 } m F— V z D GENERAL ELEVATION U i 0 5' 10' 20• V /m 6CME: 1' = 10' 0 n n us9snes+m.a.g ' 14 aF�44 7'-9- 7'-9' 7'-9' 7'-9- 7'-9' ]'-9' ]'-9' 7'-9 HELICAL i 3'-10 1/2- i a–In 1N' i i HELICAL 3'-10 1/2' _u —.n — i 3'-10 1/2' n 0 ado u E Y { pg VIC�U S 4 ELEVATION - ELEVATED TRAIL 0 I. 2' 4' NOTE: SEE SHEET ELEVATED TRAIL DETAIL SHEET FOR SECTIONS, DETAILS AND NOTES. 0 L Z 0) N z W M W V) 0 ¢ O Z J o :3 Of ~ DO 0 LL OQ o 0 U �-- z D 0 0 43W 118S102.dlq 15 OFu 12 SECTION THRU ELEVATED TRAIL 8' 2' GALV. SCHM. 40 (THNU /BOLTS d: NUM BRACKETS SLEEVE 2' 3 1/4' TV. ry R 3/6' X 6' X 0'-6' Tro. O O -- E12 X8 X0-434 I I I GALV. STEEL I SADDLE _ _ °i _I SEE BRACKET A 2'0 SCHED. 40 DETAIL THIS SHEET PIPE BRACE r SCHED. 40 PIPE SLEEVE I.D. 33/16' + PIER HELICAL PIER PER SUPPLER. 9/16' HOLE SHAFT O.D. CUTOFF TOP OF PIER SHAFT FOR THRU BOLT 1/2' S.S. THRU BOLT k NUT TO AQUIRE SOUD BEARING ON TOP NOTE: GALVANIZE ALL MATERIAL AFTER FABRICATION. CONNECTION DETAIL No Scala BRACKET DETAIL No Scall ELEVATED TRAIL AND BITUMINOUS TRAIL CONNECTION DETAIL 0 9' 1'-6' 3' NOTES: 1. THE STRUCTURE SHOWN ON THIS PIAN IS DESIGNED FOR LOADS SHOWN BELOW. R IS DESIGNED USING ENGINEERING PRINCIPALS CONFORMING TO THE CODE REQUIREMENTS FOR SAWN LUMBER AS REQUIRED AND DEFINED BY THE CURRENT NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. R IS NOT NECESSARILY DESIGNED FOR RESISTANCE TO FORCES UNDER EXTREME FLOOD EVENTS. 2. DESIGN LIVE LOADS/CONDITIONS ARE AS FOLLOWS: UNIFORM UNE LOAD OF 85 LBS / SQ. R. DESIGN VEHICLE LOAD OF 10,000 LBS. LOAD DISTRIBUTION - 60% TO REAR AME AXLE SPACING - 10 FEET WHEEL SPACING - 6 FEET TRE PRINT AREA - 11' WIDE X 6.0 LONG (IN THE DIRECTION OF TRAVEL) WIND LOAD - 25 PSF ON THE FULL HEIGHT OF THE STRUCTURE. 3. ALL LUMBER SHALL BE PRESSURE TREATED WITH ALKALINE COPPER QUATERNARY - TYPE C (ACO) OR COPPER AZOLE - TYPE A (CBA -A) IN ACCORDANCE W11F1 THE AMERICAN WOOD -PRESERVERS ASSOCIATION. ALL LUMBER SHAD. HAVE 0.40 LEIS / CU. FT. RETENTION 4. ALL LUMBER SHALL BE SOUTHERN PINE. NO. 2 GRADE MINIMUM (SYP) GRADED UNDER THE SOUTHERN PINE INSPECTION BUREAU (S.P.I.B.) RULES. ALL LUMBER SHALL BE S4S (SURFACED 4 SIDES). S. ALL ELEVATED TRAIL SECTIONS SHALL BE CONSTRUCTED IN MULTIPLES OF THE STANDARD 7'-9' PILE BENT SPANS AS SHOWN IN THE DRAWINGS. 6. ALL SCREWS, NAILS. BOLTS. NUTS AND WASHERS PROVIDED SHALL BE STAINLESS STEEL UNLESS NOTED OTHERWISE. T. WHERE ONE OETAIL OR SECTION IS SHOWN, R SHALL. APPLY TO ALL LIKE AND SIMILAR CONDITIONS. S. INSTALL DECKING WITH X' SPACING BETWEEN EDGES OF DECK BOARDS. FASTEN DECKING TO JOISTS WITH 2-/10 X 3' LONG STAINLESS STEEL SCREWS AT EACH SUPPORT. 9. ENDS OF STRINGERS SHALL BE SUPPORTED ON THE HEADER BEAM WITH 1 A' MINIMUM BEARING PROVIDE SOLID BLOCKING BETWEEN STRINGERS AT BOTH THE SUPPORT AND AT MIDSPAN BETWEEN SUPPORTS. 10. FURNISH AND INSTALL TWO (2) HELICAL PILES AT EACH HEADER SUPPORT LOCATION. PROVIDE A VERTICAL LOAD CAPACITY OF 5500 LBS PER PILE AND A LATERAL LOAD CAPACITY OF 1050 LBS PER PILE BENT. HELICAL PILE SUPPUER SHALL PROVIDE PIER CAP ASSEMBLY INCLUDING HEADER BRACKET, BRACING MEMBER, PIER SLEEVE, AND STAINLESS STEEL BOLTS. VERIFY WORKING CAPACITY OF THE PILES. 11. FURNISH AND INSTALL A BRONZE PLAQUE '10,000 POUND VEHICLE LOAD UNIT'. ONE (1) AT EACH ENO OF EACH ELEVATED TRAIL BRIDGE SECTION, 12. A WOOD DECK IS BEING PROVIDED FOR THIS STRUCTURE. THE OWNER SHOULD BE AWARE THAT MOST PEDESTRWN BRIDGE LIABILITY CLAIMS ME STATISTICALLY SUP AND FALL CWMS. IT IS THE OWNER'S RESPONSIBILITY TO KEEP THE DECK FREE FROM SUP OR TRIP HAZARDS DUE TO CUPPING, SPLITS, GAPS AND SMOOTH SURFACES. 13. FASTEN CAP TO POST W/(2) 30d S.S. RING SHARK NAILS OR EQUIVALENT S.S. SCREWS AND TO RAIL EVERY 2 FT. O.C. (PREDRILL PILOT HOLES PRIOR TO FASTENER INSTALLATION). 14. BOLT HORIZONTAL MEMBER TO POST W/(2) 1/2'0 S.S. CARRIAGE BOLTS, WASHER (AT NUT MD BOLT HEAD END) AND NUT. 15. FASTEN PICKET TO EACH HORIZONTAL MEMBER W/ 9d S.S. RING SHANK NAILS OR EQUIVALENT S.S. SCREWS. (PREDRILL PILOT HOLES PRIOR TO FASTENER INSTALLATION). 16. BOLT 2 X 12 SCAB SPLICE TO SWINGERS W/(2) 1/2'0 S.S. CARRIAGE BOLTS, WASHER (AT NUT AND BOLT HEAD END) AND NUT, EACH SIDE OF SPUCE 17. USP LTHW12-S.S. TWIST STRAP OR EQUIVALENT MFR. FASTEN W/ S.S. RING SHANK RAILS PER MFR. AT EACH PIER ONE SIDE ONLY AT TMGENT SECTIONS AND BOTH SIDES AT CURVED TRAIL SECTIONS. 18. 1/2'0 S.S. CMRIAGE BOLT, WASHER AND NUT 16' O.C. MAX. D I SCHEDULE OF BID ITEMS FOR ELEVATED BOARDWALK BID ITEM UNIT QUANTITY MOBILIZATION FOR HEUCAL SCREW FOUNDATION LUMP SUM 1 TEST PILE FOR HELICAL SCREW FOUNDATION EACH 1 PILING FOR HELICAL SCREW FOUNDATION LINEAL FT. 266 GALVANIZED METAL BRACKET FRAME EACH 19 APPROACH PROTECTION FENCE EACH 2 ELEVATED TRAIL SO. FT. 1477 s y m C 3 .,b lb ;Sf�b ydn:°u Lq N C X HMu1sIi N 6 O Zy IO C �'V 5 Yy5By C VIV UNuC1 NL OOQKQQ C�E O 16 OF 44 3 B y q T4' go 3 EOUAI- SPACES / a —BITUMINOUS'�o TRAIL �BE 2 X 6 2X8 3 END MEMBER MOM 3L sg �� _sig a a 5 'o NOTE 2 - yy No ER TEO ^ e PROPOSED U v 8 N N 1 1 1 1 1 1 1 1 I IO W J NO Nn 3 II II II II 4 A..e rt TRAIL 11II I11 III III m VA r=v_ 1111 1111 1111 1111 n '� o. S j 11j 111j 111j 111j II I 1111 1111 1111 8 111 IIII IIII IIII a L_J L_J L L J a x a o n Qc`u c VIa y�j g POST. TYP. RIALS. 9' MAX 0 n � � W OPENING, NOTE 1 T2b CONC. POST BASE MN/DOT (MIX 3Y43) TYP. NOTE ] Q Z4 PIER APPROACH PROTEIO FENCE, O \l/ PLAN -APPROACH PROTECTION FENCE 4 X 4 POST & CONC. FOUNDATION ELEVATION -APPROACH PROTECTION FENCE 446 0 1' 2' 4' TYP. 0 V 2' 4' Z 03 !n J N Z W (3� W / w Z W O N APPROACH FENCE NOTES: Z J U m 1. PROVIDE (2)-3/6.0 S.S. CARRIAGE BOLTS, WASHERS AND NUT AT!q� EACH RAIL AND POST INTERSECTION. Occ 1- 0 2. PROVIDE (2)-3/6.0 S.S. CARRIAGE BOLTS, WASHERS AND NUT AT G O (L j EACH RAIL AND END PIECE INTERSECTION. U 3. PROVIDE 2 X 6 TOP RA)L MNL TO TOP OF POST WTIH (2)-30B S.S. 0 Oa0 to RING SHANK RMLS OR EQUIVALENT SCREWS AND TO RAIL EVERY 2 FT. Q LY `o O.C. (PREDRILL PILOT HOLES PRIOR TO FASTENER INSTALATION). ` 0 Q- 4. ALL LUMBER SHALL BE PRESSURE TREATED WITH ALKALINE COPPER rr a QUATERNARY - TYPE C (ACO) OR COPPER AZOLE - TYPE A (CBA -A) IN ACCORDANCE WITH THE AMERICAN WOOD -PRESERVERS ASSOCIATION. U Z ALL LUMBER SHALL HAVE 0.40 LBS / CU. FT. RETENTION. 5. ALL LUMBER SHALL BE SOUTHERN PINE NO. 2 GRADE MINIMUM (STP) O o GRADED UNDER THE SOUTHERN PINE INSPECTION BUREAU (S.P.I.B.) RULES. V i ALL LUMBER SHALL BE S4S (SURFACED 4 SIDES). u° 6. INSTALL FENCE AT EACH END OF ELEVATED TIMBER TRAIL SECTION. m ]. ALL ITEMS AS SHOWN SHALL BE INCLUDED IN PRICE BID FOR TEN APPROACH PROTECTION FENCE'. N p �4H161185662.tl�9 N 0 u 0 u ROW 0 23 50 Scala inScela in fe® GENERAL EROSION CONTROL NOTES: r SILT FENCE J J—HOOK \ CONSTRUCTION \ LIMIT i ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY REMOVAL WORK AND/OR DISTURBING ACTIVITIES SHALL BE MAINTAINED UNTIL THE POTENTIAL FOR EROSION HAS BEEN ELIMINATED. 1. EXPOSED SOILS WILL BE STABILIZED WITHIN 3 TO 7 DAYS OF INACTIVITY, DEPENDING ON THE SLOPE OF THESE AREAS, AND IF THEY HAVE A POSITIVE GRADE TOWARDS A SURFACE WATER WITHIN 200 LINEAL FEET. —SLOPES 1:3 OR > MUST BE STABILIZED WITHIN 3 DAYS —SLOPES LESS THAN 1:3 MUST BE STABILIZED WITHIN 7 DAYS —SOME INSTANCES MAY REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING ROUGH GRADING —WORK IN DRAINAGE SWALES OR THE NWP OF ANY SURFACE WATER WILL REQUIRE STABILIZATION WITHIN 24 HOURS. —OUTLETS INTO SURFACE WATERS MUST BE STABILIZED WITH ENERGY DISSIPATION WITHIN 24 HOURS. 2. ALL AREAS NOT BEING WORKED ON FOR A PERIOD GREATER THAN OR EQUAL TO 21 DAYS SHALL HAVE TEMPORARY STABILIZATION APPLIED WITH THE APPROPRIATE MEANS TO PREVENT SOIL LOSS. 3. NO AREAS ARE TO UNDERGO ANY SOIL DISTURBING ACTIVITIES BEFORE WORK BEGINS IN THE AREA 4. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL REQUIREMENTS OF THE NPDES PHASE II CONSTRUCTION GENERAL PERMIT PART IV — CONSTRUCTION ACTIVITY REQUIREMENTS. 5. SILT FENCE MUST BE LOCATED ON THE CONTOUR TO CAPTURE THE OVERLAND, LOW—VELOCITY SHEET FLOW DOWNGRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS, OR AFTER THE CONSTRUCTION OF THE PERMANENT STORM WATER MANAGEMENT SYSTEMS WITH THE SILT FENCE J—HOOKED AT A MINIMUM OF 100 FOOT INTERVALS. 6. ALL STORM SEWER INLETS WILL BE PROTECTED FROM THE INTRUSION OF SEDIMENT USING HEAVY DUTY SILT FENCE MNSOT 3886. 7. SEDIMENT DAMAGE FROM STOCKPILES SHALL BE MINIMIZED BY INCORPORATING THE FOLLOWING: —A ROW OF SILT FENCE SHALL BE PLACED 5 FEET FROM THE TOE —ALL STOCKPILES LEFT FOR A PERIOD OF 21 DAYS SHALL HAVE TEMPORARY STABILIZATION B. STREET SURFACES MUST BE SWEPT VATHIN 24 HOURS OF DISCOVERY OF SEDIMENT OR TRACKING. _— _ _ =_ ✓ 132+00_ NSTR(!C ONS L IT �`3xTxO1 .` i'END I 11 \ CONSTRUCTION 134+001 —�— — — \ OW _ SILT ! ✓ \ \ \ / �. ` _ — �.�._ _ — - -FENS'/ vk C\\ LIMIT SILTNCE \\\\\ \\ \ \\ 2559 10. THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS REGARDING POLLUTION PREVENTION MANAGEMENT DURING CONSTRUCTION WHERE STAGING AREAS MUST BE VERIFIED AT THE PRECONSTRUCTION MEETING, AND SHALL INCLUDE: —CONCRETE WASHOUT AREAS —SOLID WASTE COLLECTION AND DISPOSAL —TRAILER PARKING —SECONDARY CONTAINMENT —HAZARDOUS WASTE STORAGE CONTAINERS AND SPILL KITS —EXTERNAL WASHING OF TRUCKS MUST BE DONE IN A DEFINED AREAS WITH THE RUNOFF CONTAINED AND PROPERLY DISPOSED 11. MAINTENANCE OF EROSION AND SEDIMENT CONTROL BMPS SHOULD BE COMPLETED AS OUTLINED BELOW: —SILT FENCE REPAIRS SHOULD BE MADE WITHIN 24 HOURS OF DISCOVERY WHEN IT BECOMES NON—FUNCTIONAL OR SEDIMENT REACHES 1/3 THE HEIGHT OF THE FENCE —INLET PROTECTION DEVICES SHOULD BE REPAIRED WHEN THEY BECOME NON—FUNCTIONAL OR SEDIMENT REACHES 1/3 THE HEIGHT AND/OR DEPTH OF THE DEVICE —TRACKED SEDIMENT MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OF OFF SITE TRACKING ONTO PAVED SURFACES. —CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL BMPS UNTIL WORK HAS BEEN COMPLETED. SITE HAS GONE UNDER FINAL STABILIZATION, AND THE NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA OR THE SITE HAS TRANSFERRED OWNERSHIP IN ACCORDANCE WITH PART II.B.5 OF THE CONSTRUCTION GENERAL PERMIT. b � ymm u;N$m b S Z ti b 6am.�e 3aa y M:nsLL N 6 g„Yu-� vvv��� C VI V tin a1 0�7CQQ C$ Mpgt a� O 33 3 z c, J z � ??T Z z W W o LLLUUU mo i W o OD rn 0 W ZJ> ~ a O M Fw Opo O D 0 U z o Z) U O O 20 OF 44 914— 10 -------- _COUNV-�RQ,A.- 129+46, 13.5' LT ;/ _ / X, EL.91� / 130+25, 15' LT CONSTRUCTION LIMIT EL. 917.5 ROW 0 23 50 Scala inScela in fe® GENERAL EROSION CONTROL NOTES: r SILT FENCE J J—HOOK \ CONSTRUCTION \ LIMIT i ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY REMOVAL WORK AND/OR DISTURBING ACTIVITIES SHALL BE MAINTAINED UNTIL THE POTENTIAL FOR EROSION HAS BEEN ELIMINATED. 1. EXPOSED SOILS WILL BE STABILIZED WITHIN 3 TO 7 DAYS OF INACTIVITY, DEPENDING ON THE SLOPE OF THESE AREAS, AND IF THEY HAVE A POSITIVE GRADE TOWARDS A SURFACE WATER WITHIN 200 LINEAL FEET. —SLOPES 1:3 OR > MUST BE STABILIZED WITHIN 3 DAYS —SLOPES LESS THAN 1:3 MUST BE STABILIZED WITHIN 7 DAYS —SOME INSTANCES MAY REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING ROUGH GRADING —WORK IN DRAINAGE SWALES OR THE NWP OF ANY SURFACE WATER WILL REQUIRE STABILIZATION WITHIN 24 HOURS. —OUTLETS INTO SURFACE WATERS MUST BE STABILIZED WITH ENERGY DISSIPATION WITHIN 24 HOURS. 2. ALL AREAS NOT BEING WORKED ON FOR A PERIOD GREATER THAN OR EQUAL TO 21 DAYS SHALL HAVE TEMPORARY STABILIZATION APPLIED WITH THE APPROPRIATE MEANS TO PREVENT SOIL LOSS. 3. NO AREAS ARE TO UNDERGO ANY SOIL DISTURBING ACTIVITIES BEFORE WORK BEGINS IN THE AREA 4. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL REQUIREMENTS OF THE NPDES PHASE II CONSTRUCTION GENERAL PERMIT PART IV — CONSTRUCTION ACTIVITY REQUIREMENTS. 5. SILT FENCE MUST BE LOCATED ON THE CONTOUR TO CAPTURE THE OVERLAND, LOW—VELOCITY SHEET FLOW DOWNGRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS, OR AFTER THE CONSTRUCTION OF THE PERMANENT STORM WATER MANAGEMENT SYSTEMS WITH THE SILT FENCE J—HOOKED AT A MINIMUM OF 100 FOOT INTERVALS. 6. ALL STORM SEWER INLETS WILL BE PROTECTED FROM THE INTRUSION OF SEDIMENT USING HEAVY DUTY SILT FENCE MNSOT 3886. 7. SEDIMENT DAMAGE FROM STOCKPILES SHALL BE MINIMIZED BY INCORPORATING THE FOLLOWING: —A ROW OF SILT FENCE SHALL BE PLACED 5 FEET FROM THE TOE —ALL STOCKPILES LEFT FOR A PERIOD OF 21 DAYS SHALL HAVE TEMPORARY STABILIZATION B. STREET SURFACES MUST BE SWEPT VATHIN 24 HOURS OF DISCOVERY OF SEDIMENT OR TRACKING. _— _ _ =_ ✓ 132+00_ NSTR(!C ONS L IT �`3xTxO1 .` i'END I 11 \ CONSTRUCTION 134+001 —�— — — \ OW _ SILT ! ✓ \ \ \ / �. ` _ — �.�._ _ — - -FENS'/ vk C\\ LIMIT SILTNCE \\\\\ \\ \ \\ 2559 10. THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS REGARDING POLLUTION PREVENTION MANAGEMENT DURING CONSTRUCTION WHERE STAGING AREAS MUST BE VERIFIED AT THE PRECONSTRUCTION MEETING, AND SHALL INCLUDE: —CONCRETE WASHOUT AREAS —SOLID WASTE COLLECTION AND DISPOSAL —TRAILER PARKING —SECONDARY CONTAINMENT —HAZARDOUS WASTE STORAGE CONTAINERS AND SPILL KITS —EXTERNAL WASHING OF TRUCKS MUST BE DONE IN A DEFINED AREAS WITH THE RUNOFF CONTAINED AND PROPERLY DISPOSED 11. MAINTENANCE OF EROSION AND SEDIMENT CONTROL BMPS SHOULD BE COMPLETED AS OUTLINED BELOW: —SILT FENCE REPAIRS SHOULD BE MADE WITHIN 24 HOURS OF DISCOVERY WHEN IT BECOMES NON—FUNCTIONAL OR SEDIMENT REACHES 1/3 THE HEIGHT OF THE FENCE —INLET PROTECTION DEVICES SHOULD BE REPAIRED WHEN THEY BECOME NON—FUNCTIONAL OR SEDIMENT REACHES 1/3 THE HEIGHT AND/OR DEPTH OF THE DEVICE —TRACKED SEDIMENT MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OF OFF SITE TRACKING ONTO PAVED SURFACES. —CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL BMPS UNTIL WORK HAS BEEN COMPLETED. SITE HAS GONE UNDER FINAL STABILIZATION, AND THE NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA OR THE SITE HAS TRANSFERRED OWNERSHIP IN ACCORDANCE WITH PART II.B.5 OF THE CONSTRUCTION GENERAL PERMIT. b � ymm u;N$m b S Z ti b 6am.�e 3aa y M:nsLL N 6 g„Yu-� vvv��� C VI V tin a1 0�7CQQ C$ Mpgt a� O 33 3 z c, J z � ??T Z z W W o LLLUUU mo i W o OD rn 0 W ZJ> ~ a O M Fw Opo O D 0 U z o Z) U O O 20 OF 44 CONSTRUCTION CONSTRUCTION _ - U s�r ' LIMIT ,' INLET - CONSTRUCTION INLETS _ PROTECTION LIMIT _- / LI - P��TION. w�1 BEGIN___s—---q12 _------------------ _ INLET L _— —__ _ - q _ _ �z z MIT CONSTRUCTION 91 .n - E �o ))§gk $ 100+00 -'- /r._ 90 PROTECTION -. - - _ Sae _ _ _ -WB /911 o 9aB \ owl ii ii I•'� _ `–�� 506 9009 O INLET 9¢ — _ 11 1 �-f1----- ---- / _ \ I ROW �- GRADE SWALE TO - _ - ' FCONS�7 tUCTION \ l l %� BROW n f - 107+74, 16 �.5 SILT �O I I A �` .� CULVERT V i 3 % LIMIT I / I ICONSTRUOTIIOT I� SILT EL. 912.5- FENCE W I I / / -FENCE\ ' FENCE _ `L 1 Q I I ��- ��ll I �I k mMMS +i I AA / L---------- J'\ \ I I I ( \ A V I l 1 � 3Nb� I I N V U% / \ \ / o=�me m W ti .. 2720 9%m SH -73 —22 \ N �' LL 9 2704 I N a III I I 0 25 50 QOy� i E N C L U C 9 I I Scale in feet C y V N¢ tt1KQQ C —9Y / —yy _ _ _ _____ --—-------.— --%8-- -- -- -- — — — — — — — — — —_—a—— —9__— �—_-9--- ---.—_ --M—a— -- --� —SJ9---SO— ------_-----may — ____ _ _ _ _ 1-7-- - __]_ ____________ COUNTY ROAD 10 ——— —@— -- --------1 ---— ----99—_ _ ----- _ — —___s—-- —_--- — n Z —9os— — — Z o d GRADE SWALE TO DRAIN TO GRADE SWALE _ — WETLAND TO DRAIN TO _ -- Imo.. WETLAND 0 INLET CONSTRUCTION CONSTRUCTION Z PROTECTION z _ - - - - - LIMIT r LIMIT - LJ — — — — -- - _ —_ ______ 9 — — — 9v — ^ i W Z T \ e / 9a) 9aa J _ _ - - - - - 909 ---�— _ — _ �— _ — _ / - - - V% _____-______- - - - - - F—� \ OF- a CONSTRUCTION \ ' ` - _ _ _ �) / \ s CONSTRUCTION / / �/ �`+" /�� O w \ / LIMIT \ OW ssa/ ^ \ / \ , I ROW J I HEAVY DUTY LI I7 ROW /s*�'-SILT EtNCE / /-,/ // b i� _ - F ' SILT FENCE !y M HOOK / / / LL z `n I� GRADr RAIN \ � -HEAVY DUTY i �Oa\ I s \ j I ��i � � i JS P / / / � / // / / //j� / / `, i� �,9 Q ¢ `F \ SILT FENCE \ / \ \ \ ` I( �t I V DELINEATED WETLAND J/ / / / � / / 1 \ \ O BOUNDARY z Z U a \ U 256W93# _ / O / i 025 50 ® 7735 / / / 2651 „mss aScale in feat sx xau Y CC *14 CONSTRUCTION LIMIT -COUN_lY ROAD 10 CONSTRUCNON - INLET f- LIMIT - PROTECTION 120+16, 16' L 119+93, 16' LT -, EL. 915.5 121+14, 25' LT 5 1 _ CONSTRUCTION EL. 91 1 - 120+82, 12' LT EL. 912 - _ - LIMIT 1 1F_ — EL. 915 n - 9 __ X91 << 90 �_.. ... _ _.. LL q - 91 _ 1 _ 9N - - 119+ - 'moi -ZZ -97 ---- - \�- - \ X71 7"� - S—\ _.�9 - -_ _ - -m I ---}� _ - _ - INLET / SILT .-.e m I I )CONSTRUCTION 7 PROTECTION C�NRGCTION ROW \ [�' 1 II R01yJ / LIMIT ROW s�` FENCE / LIMIT I^ \ HEAW DDTY Q I - - - - - _ - _ _ SILT FENCE O F__ _ M elm — — — T_- 59 \ \ \ 2651 I 2640 2544 o zs so scale in feat I �� _ _ _ _ —911 _ _ UUUNlY-KUAU _ _ _ _ _ —9.3_ _ _ — —91— _ —911._. _ _ _ —9t _ _ _ _ _ _ _ _ ______ _ _ __ _ �. ~_ ___ —912 _ ___ —91C—_ -- _ _ _. _. ___ �-913 _ _ _ -- — — _ `'2— '— _ _ _ _ •— - � — _ _ _ _ ----- 913— _ _ — _ _ _ _ _q,3 _ _ _ _ _ _ _ _ —91 e.` _ _ _ _ ' _ _ ._915— — — - - — —91s 125+67, 23.5' L - - - 122+38 17' LT - -- - EL. 913 .- - - - - 0 op in C N V N y OOCN f00'QQ C -"<- EL 916.5 - , -vl�- 126+50, 17 L7 _ - - -91- 121+93, 12' LT 123+00, 11.5' L 125+25, 15' LT CONSTRUCTION ` _ ,EL. 912- - -515- _ T O - - - T27+2d, 18' LT - EL. 9gu- 16 1 �' r LIMIT SUCTION r EL. 916 EL. 916.5 1 -LIMIT=-- ---- — - - _ --- _ EL 911 �� 128+50, 5' LT Z y� -�� — - - - - - - - - -915-ROW-/ _ CONSTRUCTION J \ SILT X \ `� -`I'- - - - - - - - _ _ _ _ _ _ _ -_ _- -NMIF -9 - - FENCE - \ 1 —913— — —• — — — —9la _ — — — —91`i �. —91i I r \ I 1 0 25 50 2544 \ \ Scole in fee® 91 5 913 _ —9' 9\ 9IS,p _ _ _ _ _ _ 1 J 912 912 — \ 11 91 91 913 — — 911 C !� J ~ H Z Z 3 W O \ 3 (n w U `- ROW - - -1,- _ _ _ _ I a SILT CONSTRUCTION _. - - __ - - �" Z J_ FENCE - � \ J -HOOK 913` X91<- - - tlMIT- - - --- _ \ 0 — \ I- O O 0 �0 2576U z o U O 4=5119_\el.619 � g oF�44 ROW GENERAL EROSION CONTROL NOTES: i_ SILT FENCE J J -HOOK \ CONSTRUCTION \ LIMIT ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY REMOVAL WORK AND/OR DISTURBING ACTIVITIES SHALL BE MAINTAINED UNTIL THE POTENTIAL FOR EROSION HAS BEEN ELIMINATED. 1. EXPOSED SOILS PALL BE STABILIZED WITHIN 3 TO 7 DAYS OF INACTIVITY, DEPENDING ON THE SLOPE OF THESE AREAS, AND IF THEY HAVE A POSITIVE GRADE TOWARDS A SURFACE WATER WITHIN 200 LINEAL FEET. -SLOPES 1:3 OR > MUST BE STABILIZED WITHIN 3 DAYS -SLOPES LESS THAN 1:3 MUST BE STABILIZED WITHIN 7 DAYS -SOME INSTANCES MAY REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING ROUGH GRADING -WORK IN DRAINAGE SWALES OR THE NWP OF ANY SURFACE WATER WILL REQUIRE STABILIZATION WITHIN 24 HOURS. -OUTLETS INTO SURFACE WATERS MUST BE STABILIZED WITH ENERGY DISSIPATION WITHIN 24 HOURS. 2. ALL AREAS NOT BEING WORKED ON FOR A PERIOD GREATER THAN OR EQUAL TO 21 DAYS SHALL HAVE TEMPORARY STABILIZATION APPLIED WITH THE APPROPRIATE MEANS TO PREVENT SOIL LOSS. 3. NO AREAS ARE TO UNDERGO ANY SOIL DISTURBING ACTIVITIES BEFORE WORK BEGINS IN THE AREA 4. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL REQUIREMENTS OF THE NPDES PHASE II CONSTRUCTION GENERAL PERMIT PART IV - CONSTRUCTION ACTIVITY REQUIREMENTS. 5. SILT FENCE MUST BE LOCATED ON THE CONTOUR TO CAPTURE THE OVERLAND, LOW-VELOCITY SHEET FLOW DOWNGRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS, OR AFTER THE CONSTRUCTION OF THE PERMANENT STORM WATER MANAGEMENT SYSTEMS WITH THE SILT FENCE J -HOOKED AT A MINIMUM OF 100 F00T INTERVALS. 6. ALL STORM SEWER INLETS WILL BE PROTECTED FROM THE INTRUSION OF SEDIMENT USING HEAVY DUTY SILT FENCE MNSOT 3886. 7. SEDIMENT DAMAGE FROM STOCKPILES SHALL BE MINIMIZED BY INCORPORATING THE FOLLOWING: -A ROW OF SILT FENCE SHALL BE PLACED 5 FEET FROM THE TOE -ALL STOCKPILES LEFT FOR A PERIOD OF 21 DAYS SHALL HAVE TEMPORARY STABILIZATION 8. STREET SURFACES MUST BE SWEPT WITHIN 24 HOURS OF DISCOVERY OF SEDIMENT OR TRACKING. 132+00�CONSTROCTION / LIMIT c� END +CONSTRUCTION 134+O01 , ---ROW— SILT 21 CE - - - T�-- \ O TRUCThON J �.L f \\\O ^ G NS Zli / \\ LIMIT 'IFENCE� 2559 10. THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS REGARDING POLLUTION PREVENTION MANAGEMENT DURING CONSTRUCTION WHERE STAGING AREAS MUST BE VERIFIED AT THE PRECONSTRUCTION MEETING, AND SHALL INCLUDE: -CONCRETE WASHOUT AREAS -SOLID WASTE COLLECTION AND DISPOSAL -TRAILER PARKING -SECONDARY CONTAINMENT -HAZARDOUS WASTE STORAGE CONTAINERS AND SPILL KITS -EXTERNAL WASHING OF TRUCKS MUST BE DONE IN A DEFINED AREAS WITH THE RUNOFF CONTAINED AND PROPERLY DISPOSED 11. MAINTENANCE OF EROSION AND SEDIMENT CONTROL BMPS SHOULD BE COMPLETED AS OUTLINED BELOW: -SILT FENCE REPAIRS SHOULD BE MADE WITHIN 24 HOURS OF DISCOVERY WHEN IT BECOMES NON-FUNCTIONAL OR SEDIMENT REACHES 1/3 THE HEIGHT OF THE FENCE -INLET PROTECTION DEVICES SHOULD BE REPAIRED WHEN THEY BECOME NON-FUNCTIONAL OR SEDIMENT REACHES 1/3 THE HEIGHT AND/OR DEPTH OF THE DEVICE -TRACKED SEDIMENT MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OF OFF SITE TRACKING ONTO PAVED SURFACES. -CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL STABILIZATION, AND THE NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA OR THE SITE HAS TRANSFERRED OWNERSHIP IN ACCORDANCE WITH PART 11.8.5 OF THE CONSTRUCTION GENERAL PERMIT. O a1 e vvv0 �u b co < C O 33 5 cZ�a i 0 O F Z Z W O m U W 0 1n Us (n O Q I w Z _j Q � 0 O CL O w LL F 000 O � 7 O U z o D 0 O U 43WSI 2Q OF 44 � _ �. gJ9� i — — 129+46, 13.5 LT EL. 916 CONSTRUCTION 130+25, 15' LT a - LIMIT EL. 917.5 i ROW GENERAL EROSION CONTROL NOTES: i_ SILT FENCE J J -HOOK \ CONSTRUCTION \ LIMIT ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY REMOVAL WORK AND/OR DISTURBING ACTIVITIES SHALL BE MAINTAINED UNTIL THE POTENTIAL FOR EROSION HAS BEEN ELIMINATED. 1. EXPOSED SOILS PALL BE STABILIZED WITHIN 3 TO 7 DAYS OF INACTIVITY, DEPENDING ON THE SLOPE OF THESE AREAS, AND IF THEY HAVE A POSITIVE GRADE TOWARDS A SURFACE WATER WITHIN 200 LINEAL FEET. -SLOPES 1:3 OR > MUST BE STABILIZED WITHIN 3 DAYS -SLOPES LESS THAN 1:3 MUST BE STABILIZED WITHIN 7 DAYS -SOME INSTANCES MAY REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING ROUGH GRADING -WORK IN DRAINAGE SWALES OR THE NWP OF ANY SURFACE WATER WILL REQUIRE STABILIZATION WITHIN 24 HOURS. -OUTLETS INTO SURFACE WATERS MUST BE STABILIZED WITH ENERGY DISSIPATION WITHIN 24 HOURS. 2. ALL AREAS NOT BEING WORKED ON FOR A PERIOD GREATER THAN OR EQUAL TO 21 DAYS SHALL HAVE TEMPORARY STABILIZATION APPLIED WITH THE APPROPRIATE MEANS TO PREVENT SOIL LOSS. 3. NO AREAS ARE TO UNDERGO ANY SOIL DISTURBING ACTIVITIES BEFORE WORK BEGINS IN THE AREA 4. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL REQUIREMENTS OF THE NPDES PHASE II CONSTRUCTION GENERAL PERMIT PART IV - CONSTRUCTION ACTIVITY REQUIREMENTS. 5. SILT FENCE MUST BE LOCATED ON THE CONTOUR TO CAPTURE THE OVERLAND, LOW-VELOCITY SHEET FLOW DOWNGRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS, OR AFTER THE CONSTRUCTION OF THE PERMANENT STORM WATER MANAGEMENT SYSTEMS WITH THE SILT FENCE J -HOOKED AT A MINIMUM OF 100 F00T INTERVALS. 6. ALL STORM SEWER INLETS WILL BE PROTECTED FROM THE INTRUSION OF SEDIMENT USING HEAVY DUTY SILT FENCE MNSOT 3886. 7. SEDIMENT DAMAGE FROM STOCKPILES SHALL BE MINIMIZED BY INCORPORATING THE FOLLOWING: -A ROW OF SILT FENCE SHALL BE PLACED 5 FEET FROM THE TOE -ALL STOCKPILES LEFT FOR A PERIOD OF 21 DAYS SHALL HAVE TEMPORARY STABILIZATION 8. STREET SURFACES MUST BE SWEPT WITHIN 24 HOURS OF DISCOVERY OF SEDIMENT OR TRACKING. 132+00�CONSTROCTION / LIMIT c� END +CONSTRUCTION 134+O01 , ---ROW— SILT 21 CE - - - T�-- \ O TRUCThON J �.L f \\\O ^ G NS Zli / \\ LIMIT 'IFENCE� 2559 10. THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS REGARDING POLLUTION PREVENTION MANAGEMENT DURING CONSTRUCTION WHERE STAGING AREAS MUST BE VERIFIED AT THE PRECONSTRUCTION MEETING, AND SHALL INCLUDE: -CONCRETE WASHOUT AREAS -SOLID WASTE COLLECTION AND DISPOSAL -TRAILER PARKING -SECONDARY CONTAINMENT -HAZARDOUS WASTE STORAGE CONTAINERS AND SPILL KITS -EXTERNAL WASHING OF TRUCKS MUST BE DONE IN A DEFINED AREAS WITH THE RUNOFF CONTAINED AND PROPERLY DISPOSED 11. MAINTENANCE OF EROSION AND SEDIMENT CONTROL BMPS SHOULD BE COMPLETED AS OUTLINED BELOW: -SILT FENCE REPAIRS SHOULD BE MADE WITHIN 24 HOURS OF DISCOVERY WHEN IT BECOMES NON-FUNCTIONAL OR SEDIMENT REACHES 1/3 THE HEIGHT OF THE FENCE -INLET PROTECTION DEVICES SHOULD BE REPAIRED WHEN THEY BECOME NON-FUNCTIONAL OR SEDIMENT REACHES 1/3 THE HEIGHT AND/OR DEPTH OF THE DEVICE -TRACKED SEDIMENT MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OF OFF SITE TRACKING ONTO PAVED SURFACES. -CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL STABILIZATION, AND THE NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA OR THE SITE HAS TRANSFERRED OWNERSHIP IN ACCORDANCE WITH PART 11.8.5 OF THE CONSTRUCTION GENERAL PERMIT. O a1 e vvv0 �u b co < C O 33 5 cZ�a i 0 O F Z Z W O m U W 0 1n Us (n O Q I w Z _j Q � 0 O CL O w LL F 000 O � 7 O U z o D 0 O U 43WSI 2Q OF 44 SOD 29 SOD 178 8 SCH SCO 105 LIA PYC 88 PAN HAE 611 LIA PVC 1 SCH SCO 11013 407 SOD 157 SEED 2 109 SEED 7 SOD 95 SEED 1 486 SEED 2 839 TL 1 Y sod so0 7 at 1 gal 11gal 1 Bel i Bel B 8 B sotl seed seetl sod seed seed 8 8 B PEDESTRIAN LEVEL LIG HT B B (SEE ELECTRICAL SHEETS) TYP. 8 4 3 ______ ________ ------ ___------ ------- TYPICAL 1 ' .•:. _ iTJT,,,,/,,,, /„/„/„/„//„ „///,r+ ___________ TTTTYI 1T)YIYT,YI'l%lYl1 CONCRETE ze ,///////,/ aG S912 SCH SCO I2 l gal / 41` `C,w LANDSCAPE EDGING AROUND 9I � ":.ata:;,;,.,:. , '. �Bs�Sa is, 'e PF9ENNW.-0EBST'P—_—_—F—_ "..v,-` _. t .... a h t 1 1 1 = �// b IB�G DETAI I 1 ' I\ Oxy i, ,o ` I STA 1 +03.4 29 -------�� 'SOD 95 SEED _--- _ IL ✓ Efl1KE CK I 2 I X \ \\O / \ x 101 TA., SOD 328 / SEED 2 939 MP �\ H t^ uI t u N BIKE ryWDK3,l 'O.C.I I / PAN 1{q ♦ / 19a \\ sod// seed B8O 12 —� o. 8 IOSK ETAIL I 4 / \ 3 i SgalSCO TA.1 +20.451 29 LIA PVC 27 I TYPICAL1 /TRASH RECEPTACLE I \ Itgel CONCRETE 28 STA. 100+40.66 I / I VIEW LAYOUT / \ Do OOC�V1®� mR'QQ 88 �G�gl ISB51 SEED 1871 SOD 70 SEED1 seed sod seed PEDESTRIAN LEVEL LIGHT SOD 348 SEED 2 2111 SEED 1 1501 SEE ELECTRICAL SHEETS sotl I ) s seem! seed TYR / _ 9 ,— -------------- ______ e-- I- ' 'I__---------------------J I _J,,,, , . „ ig // , W ,,105+00 , g �- - ----- I / 103+00104+00 /_/ _ - iii/ 0 F—Z r1/L U� MP1 f D----- — qS4 FED2 r-- SR1 3 CAS SRI Z B8B �0�----- __ sod seed 1 1 B&B 59.1 BBB 'I 0 V I !! 368 SEEaD� 1711 28 LIMESTONE a eod DBLMK ETAIL il �j l\ 0 10 1 20 f \ / Scale in feet f �\ 18031111101A, I � VIEW B 7"" -70F 21 OF 4p SOD 25 j sod R SEED 1 793 OB 1 SOD 587 seed B&BI epp AG2 1 PEDESTRIAN LEVEL LIGHT 8 8 B (SEE ELECTRICAL SHEETS) 1 BR 1 SEED 1 509 SEED 2 1 BR 1 AR BBB seeE B& B B& B __________ ___ _/_/__/_/ s Y 8 ___ ___ --- / T ______ _______ /_/_/__/_/__/_/__ /JTJ'JiTil/TJTiiT777 Yi/l%l%)%>//)% )%/_T%_>_J_l'T_>_l_lT_/_T_Y>_%_7_Y>_Y_)_%J_%_J_YT_T_]_%J_Y_J_%_>T_T_TT_T_T_TY_T_T_TT_T_T_TT_ J1, /'Yl. :..1 "i<�"..Y ...--'-3erti "v+.< <._w a i.'o: +fi \ a'-+St.. . i'.. :..?:? J... - .i'. ?.Ty'r{ .,\ (�•. -.: ti.r .`yv,• `y 1.: .. _ h �o�x � OE 107+0 108+00 915 � z. o �/ gy� � e e �. •- f. y` . .. K..^>...iyv.tj ..- ".F:. - [.i.w 'l�f r:cxw \ �!{\. ... / ZZ/ \ e+T\l". .. .4.-. C :"'S"..{-.?�. �)�.� .. ?.. _ • \ ;...: f eater 9 / -Cl_Ll_Ll_L.Lt;+-tt1_[-___ 1 TYPICAL CONCRETE Y�li vyi S 0 .. 3� M SOD 420 satl '\ I �� ' 1 LAYOUT 28 2 2040 seetl TRASH RECEPTACLE 9 STA. 108+11.83 29 SOO % "I BENCH DETAIL 1 STA 108+28.23 29 q IL 3 a y a; M +• O q N N M d u & TYPICAL CONCRETE 1 1/ LAYOUT 20 B e VIEW C vy curt/ uy14�®$) N�KQQ 0 SEED 2 2675 SOD 421 501)42A SRI seetl SW wd B B _________________________ __ O //G%-/ '� �c }.... s.... / / 111+00 c.. rn U) W _ _ ere s. 907 =_ ---- - --- -- _- -- - / / / / 06 K _ — _'- Q Il a WF O ______________ _--- _- --------------- •� �V ��_ / // QZN LL _ _ __ _ _ _ _ PEDESTRIAN LEVEL LIGHT V (SEE ELECTRICAL SHEETS) 7YP TO 1091 5eE B & B seatl Z Z) 7021 SEED 1 need O U 0 10 20 \` ® C1 Scala I. tealiemu 4 1101 VIEW D 22 OF 40 1 B 8 B sod PEDESTRIAN LEVEL LIGHT .1 seal B a BI 1 gal II ♦%♦i<♦♦♦%♦i<♦♦♦%♦i<<♦♦%<♦i♦i<<.♦<i<i-♦<♦i«i♦♦♦ii<<!/ i♦�♦bII (SEE SHEETS) � (ELECTRICAL =9F1H s�+-- -------- )%']l)T YTYi/ J-TMTJ-TJ'9TTY )'TYTJN Yi Yi n IIIIII IIIII /////////////////////////////////////////////// / /®L%♦1♦<%♦♦♦<%♦♦♦♦%<O<%"<i .OilQ �Oe<i♦<♦!�<<i �111111�1��1�1111 LANDSCAPE 114+00` PERENN ii♦i♦i♦i♦i♦i♦i♦i♦i♦i i♦� 11��1� � ��� \\\\\\\\\v viv` � 111�1�11�11 3EED 1 952 SOD 212 T -S �<i♦i♦i<i<i♦i<i<i<i♦i��<A -� 113+00 _I sod 1339 SEED / '- �� . � it � SII ���. _ 1 w "1 i - i Q1- f 91 <(-+bO I i I I ILANDSCAPE DGINGAROUNII I I PERENNIAL BEDS TYP. 1 � ti I I � I I 1 I I II I I I I I 1 I I I I I I Q j iI it I I OI I 1 1 I I I I 115+00 u II ♦%♦i<♦♦♦%♦i<♦♦♦%♦i<<♦♦%<♦i♦i<<.♦<i<i-♦<♦i«i♦♦♦ii<<!/ i♦�♦bII � I IIIIII IIIII /®L%♦1♦<%♦♦♦<%♦♦♦♦%<O<%"<i .OilQ �Oe<i♦<♦!�<<i �111111�1��1�1111 \�1\\\� Kim ii♦i♦i♦i♦i♦i♦i♦i♦i♦i i♦� 11��1� � ��� \\\\\\\\\v viv` � 111�1�11�11 3EED 1 952 SOD 212 T -S �<i♦i♦i<i<i♦i<i<i<i♦i��<A seed / sod 1339 SEED / '- �� . � it � SII ���. _ ��. ��lil)T�\�11_ <.♦♦♦.♦♦♦♦<♦♦.♦.<♦<.<. 7ID� .«_ �n Lett VIEW E w "1 i - i Q1- f 91 <(-+bO I i I I ILANDSCAPE DGINGAROUNII I I PERENNIAL BEDS TYP. 1 � ti I I � I I 1 I I II I I I I I 1 I I I I I I Q j iI it I I OI I 1 1 I I I I 115+00 u Q O S 0 _ O K 11' LIA PVC SCH SCO 1 MP SEED 21440 MP 1 S001474 z gal 19.1 B 8 B seed B& B seat O U PEDESTRIAN LEVEL LIGHT (SEE ELECTRICAL SHE TYP. 0 0 20 o Scale in feet �ew"._L'...a.y F - a. 123 OF 4o II ♦%♦i<♦♦♦%♦i<♦♦♦%♦i<<♦♦%<♦i♦i<<.♦<i<i-♦<♦i«i♦♦♦ii<<!/ i♦�♦bII � I IIIIII IIIII /®L%♦1♦<%♦♦♦<%♦♦♦♦%<O<%"<i .OilQ �Oe<i♦<♦!�<<i �111111�1��1�1111 \�1\\\� Kim ii♦i♦i♦i♦i♦i♦i♦i♦i♦i i♦� 11��1� � ��� \\\\\\\\\v viv` � 111�1�11�11 �<i♦i♦i<i<i♦i<i<i<i♦i��<A ��— —�11� �1111111�111 ��1 ��\\\'\\���1��1\1 �� . � it � SII ���. _ ��. ��lil)T�\�11_ <.♦♦♦.♦♦♦♦<♦♦.♦.<♦<.<. 7ID� .«_ �n Lett Q O S 0 _ O K 11' LIA PVC SCH SCO 1 MP SEED 21440 MP 1 S001474 z gal 19.1 B 8 B seed B& B seat O U PEDESTRIAN LEVEL LIGHT (SEE ELECTRICAL SHE TYP. 0 0 20 o Scale in feet �ew"._L'...a.y F - a. 123 OF 4o x m SOD1117 46 SEED 1 8 ED 2 SEED 1 824 300 441 TL 1 SOD 79 SOD 1B uMEST(INE 4 SEED 2 4760 SR i uMESTONE 4 AR11 SEED 7 892 e66it ee 966(1 sw B & S sod B BLOCKDETAIL 2B a B & B BLOCK OETML B 8 B seatl ----- _______--___ _rl ------- ---- - r_ r_/- ii7:i]iJT%JJ/rrJ rrrr "---___ ----------/i _ / V/44: '\ \'ii / 1111 / // 1111// 1111/ / / / /// // i/ // "� & 1111/// Raw g /e/ //////// ii///////// ///i' '/// // //////// iiiiii1111/ poN�� / /////////// // 1111/ 1111 ////////////// -J•L.c' 1111/ /// f- 1111//\ \///////''/////// //////// 1111// // 1111/ •..-� i /////////// 1111// 1L1 /r / / 1111// 1111/ // / - :+\_ // iFY'.._ -.ix ir'.i: c.. _ - fy� w ex �.. `. .? ..4 »'•� .n t`. .'. 119+00 120+00 1 i6f7 - dB TAI ag000 3gg 'tf. -`.... :._ :/ //i / 1111 ////////// / / / /.. / ____/ ---ttt ____ / 1111/// 1111 / _L/_/LLll L__ __ ______ _ _____f_Cf _Gldl 1LL Cldl L1 LGC1 C1 L1d1d1J1d1GL G1 LIL,L I \ 5.00 m i El f SOD 68 \ CASV27 \ OBI SOD 125 SEED2 \ 5gal iz'W� . B& S sod see i SEED159 \\ O O D22 % 6 �+ a d ,•f PEDESTRIAN m t g ] CK 2 LEVEL LIGHT H '^ / \ TRASH RE ACLE 3 ST 119 45.58 29 SOD 259 SEED 2 736 (SEE ELECTRICAL SHEETS) n a j 3 BIKE CKS,' O.C. \ STA 119+73.12 29 �� TYP. TYPICAL ONCR E 1 \\ BENCH DETAIL 1 0 LAYOUT \ 28 STA 119~88.41 29 e \ I TYPICAL CONCRETE , METAVDRINKI G \ 5 \ 1 LAYOUT 28 IEW G N•— m \ POU AI 3 .779+57.6 28 \ �Na 6N11®@ Mee< 3F� 551 SEED 1 1 OB 18 LIME8TONE 4 ARM72 1 SEED 2 72 SEED 1 5 SOD as B&B BLOCK DETAIL 28 B S B B g-; Se6D 566E Setl _ ___________ ___________ ____________________________ ________ ______\ / -—.—_—_-- _ r . .,-.,-.,-,r,r,r,r,r.r, �,-� vsv.r,v r — _ - — _.. -7 r.r,-r.-l.-1 .rs,-..^�,-.,-�...... ........s-.,-.,-. r.� //////////////// 111111 //////////////////////////// /////T //�� \ /-rr-/-L L/////////// / T/jJ////I/ ///////////////1/111//////// /// -� ------ 1z1111/ 1,,,,// / \ "z11111z11 1111 13) 1111/// 1111 „// z W l6' i w 11//11 //,,,,,,/, ,;,,,/ //,,,,,n z / \ � nL +00 0 Q� 4�4+ 0 \ Z J a 4-- __ __ _— _ N (l o _ Z Z 5 ............. ;;;;;;,;;;;;;;;111;;1zl :; (fir ,,,,,1„////,/,,, ,,,,,//,1,,,,,,,,,, , 1111/,/ , 1f1J GJ JLI GII [l [LLl Ll [lJ 1 J1 J1 J t LLJ.aJ.tJaJa Ja J1Ja J1JL l_[J_Gl_[J_Ll_Ll_Ll_Ll_<l_<l_Ll_Ll_Ll_'LLdI/_L - - - - - - - - - - •(1111, Q C.`, I I } PEDESTRIAN LEVEL LIGHT (SEE ELECT6ICALSHEETS)TYP. CAS 37 1l \ ) 1F DS 5 gal 0 <<, SEED 2 1553 - ------o 54 SOD 5 ` seed sos V O 0 10 \ 20 -------_-- __________________ _ _________________________________________________________ /�`( \ Sc61e in fea�_ VIEW Hi 6 iwsn� u6�d.g 24 OF 40 g m SEED2 ARM SOD 588 88B sad PEDESTRIAN LEVEL SHEETS)SEED 1 2318 CO2 2 (SEE ELECTRICAL SHEETS) TYP. seetl 8 B -ry�.-._ _-_-_--------------------__-- ( ///////////////////////////// +4 ///////// ///////....../////// �i� +T%/ 1,111/ //,////LULtL .L%i-r>-rTr/////// /// ////////// s ////////// // //////////// 11 /// ze e,/ a k a2.3 ///////////////1111 // // 1 � "':tom . �. '� ..� {.. -!� !Me:v 1.�.:i.e✓ 12B t .v. 4 _ l \+ a' `\ `-+ +D C��g• '.v. w'^vn>�:.: p.Pr�. t• 4 C:.<` 1 ..... :..: ...4' r jV^ _ ^�\y ^R _ JT.'<u5. /////////// / (yI//(,[_(11 /.......... //////////////// 1111//,///a ii,/////////////////////////,//////////////�/ py /JJJ1 ss '///.!///////// i� MYc• B€ N ///////////////// / / /'J /U/L9 // 1111/////r// / //////////////'////////,//,///////////�r/rm/TTJT/?TJ%/////!L/,//,/// Y, ". /1111/ / / /// / 1111/ // 1111///,///// ///////////////,/' //,/// ////// ////////////,///// /ICUs 11,11 1,1,11 // 1111/i✓ii ///,////////,/// / // '////' /1111///////////////,/, Y/a%tL��---� 1111/// /rii/i/_i_,// CAS 37 LIMESTONE 4 —•�` i I 5T SOD 212 SEED 2 sod eesd lb Sl ai �mn 6 3 a ti In N VI L IL e � �L / \ 0® a a5� ISeel. Ie feet 1 I ' VIEW I I ° °� 0 PEDESTRIAN LEVEL LIGHT SEED 213446 CAS30 LIMESTONEBLOON 4 CO2 SOD 811 SEED 13131 (SEE ELECTRICAL SHEETS) TG 1 saetl 5ga oETUL 29 sod seed TYR S 8 B —r—i/--T/--r/—r/---/-- r/—r/---./—r/—r/r—i/>r>r>-rrr>rrrrr»--r—r—r—rr—o--r—o-r—r—r—.-r—---a---ar1-----/ -- _/---- --_----------------------------------- R_ _—_—_—____________li_/___—/>/)//////////1111///,,,//////,//// ////1 /rii///„ —/ -r—r/—r/--r/—r/--J/ —i/--],—i/ ]/7/—i/—i/--7—i----/---./r—/./— _/_// --------- 1 i_i--------- IzI/ t///'/// // //1/1// 11�1r1 /11//1//11/1///1//1// 1111z / ///////////// // //////// // //////////// //////////// ////////.. /// /////// -L 1111/' - / la_ -. ___ '. ..:.5 .�..r.:. 5'..-. .�S :Y..r ..4C ..._. Y'.1: .1 ..�"- >. w '.-.a .\. 'r _. .:. .:� ..-.-...-..v.. .. t. Y. �'^ ..4 ..._ '.�.w At- .. -.v "v �.+.: .r "� -. ':? r: .11. '. -. 30+00 _ —_ •�• U• Q J -- 128+00 129+00 10.00 2.50 -�-� _—___——___�___ _—_�____ _—_ _—___—_—_+_—_—______ 3.50 a _ A J U < a ... :. v{.�-•�l'.`rn'. t.Y-"..�:Y -t t:.. _ t. i.�4r //, ,,, ,,,,,,, ///,,,,/,,,/,,,//, ,/,,,,//1//,//„llzllllllllzll�l,////,,, O 5 t' L� SOD 50 sod Xn\ IOV 5 SOD 249 SEED2 TRASH RECEPTACLE 3 SR2 U Z z B 8 S sod seed STA. 128-80.14 29p B S B 0 U BENCH DETAIL 1 STA. 130-18.5529 O TYPICAL CONCRETE 1 5 LAYOUT 28 satl iewu� uaLa.g VIEW J ZS OFu4� �I11-1. lwQi w PGOA- .. 132+00 —r— ♦i �j0I•�i•I'-�F�•iiiii•i'i'i•-I/!Ci�CI�I �I 4Pi• Ualns pyonceachya I Prairie Blazing Star i gal@ 24'. 789 � PA•r�CI ••�iAii!Diiii�.''Qi•0 • r � ,I O v�•iiiiiiii piOrrrrrrrrrrrr�• �FCtlwi• •iiii•:c!gfD:tr I' Panicum virgatum'Haense Hems' I Hearse Herms Swftch Gress 1 gal® 24• oc �i i� ♦rrrrrrrrrrrrrr�I OI r.♦ CQ� �!!:❖:❖:❖i4❖:❖:i•:OI�NOI:��i�l`J:• . �. ..- /� � p•'h!'�� r • i QI ® Schlzechydum sccperium'Tha Blues' /The Blues Little Blueelem 7 gall 24• ac 711 N �!�'iiii �/ • Z W SOD/SEED BO7ANICAUCOMMON CONT QTY � /�`iiiiiiiiiiiiiiiVC••�i•�ICiC�i!••i`!' ` 00•p•❖•,:.rp••prr•❖••sVp� OIpC A,N•••0••••p•••••., �' Seeding I(MMure W1) seed 19,245 of N 00•i00!.•i❖.00dp.00V �•IOI �C6i0•J.t.400•00. i/,� 0 w Seeding 2 (Fescue Mu) seed Ol A U Arr••rrrrrrrrrrre • � !iiiiiiiiiiiiiiiii�`:AA••�••I 4� SOI ♦orrrrr4• i�Ci!.•iiiiii�j•C. CI •••AI`f•4.•i•.Niri•C O F Z Seetlllg 3 (Mizlure 260) seed Pii0•iiiii•Oiiiii'OC OiC /i•.� LIL. O•p•••••Or••••••O••••••OC•yr.NO�r Oiiii�Oiii 0 o O Sodding Type Lawn sotl /,•!•••rr••••••••••••••••C••••••••••;A•,r!C,CC••••rrrrrrr•'/OII O `.� • � IIIIISIri•�i!i!dO�Iwi�r?i!r!Qr?i:. '.•��NEW ___ _______________________ O 0 n 2 SEED 3 0 seetl O e SOD sod O O 12 SOD sod __- _--�— _ ________ 13 � F Zo /� ---- n_ ------ VIEW L I PLANT SCHEDULE DECIDUOUSTREES BOTANICAUOOMMON COM CAL QTY AR Acer rubmm/Red Maple B&B 2.5'Cel5 AG2 Assoulus glabre / Ohlo Buckeye B & B 2.5'Cal 2 BR Betula nigra/Mufti-Trunk River Birch B&S TCel 7 CO2 Gallia occidentalis/ Common Hackbelry B&B 2.5•C.I4 OB Quercus blookxl Swamp While Oak B & B 2.5 -Cat 5 TL Tills americana /American Linden B & B 2.6 -Cal 2 TO Tills mNala'Greenspire / Greenspire Ufflelaaf Linden B & B 2.5'Cel 3 FLOWERING TREES BOTANICAUCOMMON COM CAL QTY MP Malus hybdd'Pmlrigre/Preirigre Crab B&B 2'Cel 5 OV OaM1ya virginiana/ American Hophombeam/Ironwood B&B 2'Cel 2 SR Syringe reticulate/ Japanese Tree Lilac B&B 2 -Cal 4 SHRUBS BOTANICAUCOMMON CONT QT CAS Co... alb. sibirica'Regvani /'Red Gnome Dogwood 5gal 172 GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO COMMENCING WORK 2. GRADING AND CONSTRUCTION IN THE IMMEDIATE AREA MUST BE COMPLETED PRIOR TO PLANT INSTALLATION. 3. ALL NEW PLANT MATERIAL SHALL BE INSTALLED TO AVOID CONFLICTS WITH DRAINAGE$WALES. POORLY DRAINED AREAS, AND ALL UTILITIES. 4. ALL DISTURBED AREAS WITHIN CONSTRUCTION LIMITS ARE TO BE SEEDED OR SODDED. 5. INSTALL 2' SOD STRIP ALONG BACK OF NEW TRAIL UNLESS OTHERWISE NOTED. 6. IF THE NUMBER OF PLANTS ON THE PLAN DIFFERS FROM THAT SHOWN ON THE PLANT SCHEDULE, THE NUMBER OF PLANTS SHOWN ON THE PLAN WILL TAKE PRECEDENCE. 7. DAMAGE TO PROPERTY FROM LANDSCAPE WORK MUST BE REPAIRED AT NO COST TO THE OWNER. 8. SOD AND SEEDED AREAS TO RECEIVE 6'TOPSOIL BORROW. 9, QUANTITIES PROVIDED IN THE PLANT SCHEDULE AND ON THE PLANS ARE FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. 10. ALUMINUM LANDSCAPE EDGING TO BE PROVIDED ALONG THE OUTSIDE OF THE PERENNIAL PLANTING BEDS AND APPROVED BY LANDSCAPE ARCHITECT. SHRUB PLANTING BEDS WILL NOT RECEIVE EDGING ad- TALL BY TALL GROUND COVERS BOTANICAUCOMMON CONT QTY Ualns pyonceachya I Prairie Blazing Star i gal@ 24'. 789 O Panicum virgatum'Haense Hems' I Hearse Herms Swftch Gress 1 gal® 24• oc 364 Ad QI ® Schlzechydum sccperium'Tha Blues' /The Blues Little Blueelem 7 gall 24• ac 711 N Z W SOD/SEED BO7ANICAUCOMMON CONT QTY � WZ 99 Seeding I(MMure W1) seed 19,245 of N fAia 0 w Seeding 2 (Fescue Mu) seed 55,785 sf Z J Q U O F Z Seetlllg 3 (Mizlure 260) seed 2,592 sf � O g LIL. 0 o O Sodding Type Lawn sotl 12,391 of O � r U Z Z 0 O U 26 OF 401 DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS AND BROKEN OR DEAD BRANCHES, SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. DURING THE SPRING PLANTING SEASON, ANY EVERGREEN PLANT DELIVERED WITH NEW GROWTH IN ADVANCE STAGE OF CANDLING OUT WILL BE REJECTED. EVERGREEN TREES NOT FULLY BRANCHED FROM BOTTOM TO TOP WILL BE REJECTED AND THOSE WITH TERMINAL LEADERS EXCEEDING 300 MM (12') IN LENGTH WILL ALSO BE REJECTED. STAKE TREES ONLY AS SPECIFIED AT THE DIRECTION OF LANDSCAPE ARCHITECT WRAP TREE TRUNKS AS SPECIFIED. MARK THE NORTH SIDE OF THE TREE IN THE NUSERY, AND ROTATE TREE TO FACE NORTH IN THE FIELD. SET TOP OF ROOT BAIL FLUSH TO GRADE OR 1-21N. HIGHER IN SLOWLY DRAINING SOILS. CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TOPLANTING. NOTIFY LANDSCAPE ARCHITECT OF ANY POTENTIAL DRAINAGE ISSUES PRIOR TO FINAL PLANTING. INSTALL APPROVED DRAINAGE MATERIALS AS DIRECTED. ADD MYCORRIZAL TRANSPLANT INOCULANT AT PLANTING TIME PER MANUFACTURER'S DIRECTIONS. IF PLANT IS SHIPPED WITH A CONTAINER AROUND THE ROOTBALL, SLICE SIDES OF CONTAINER AND REMOVE COMPLETELY. USE FINGERS OR SMALL HAND TOOLS TO PULL ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL, THEN CUT OR PULL APART ANY CIRCLING ROOTS. TO IMPROVE TRANSPLANTING SUCCESS THE FOLLOWING VARIETIES SHOULD BE SPRING PLANTED ONLY: BIRCH, BLUE BEECH, ELM, GINKO, IRONWOOD, OAK, PAGODA DOGWOOD, POPLAR, PRUNUS SP., RED MAPLE, AND WILLOW. X = MINIMUM WIDTH OF PREPARED SOIL FOR SOIL CONDITIONS SET TREE PLUMB AND MAINTAIN THROUGHOUT WARRANTY PERIOD. REMOVE ALL FLAGGING AND LABELS. EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE ROOT FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITHSOIL. ROOT BALLS DELIVERED WITH THE ROOT FLARE MORE THAN 4' BELOW THE TOP OF THE BALL WILL BE REJECTED. MULCH AS SPECIFIED, DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK, MAINTAIN THE MULCH WEED -FREE FOR THE DURATION OF THE WARRANTY PERIOD. PLACE MULCH WITHIN 48 HOURS OF SECOND WATERING. DIG HOLE 3x ROOT BALL DIA. OR AS SPECIFIED FOR SOIL CONDITION ENCOUNTERED WITH TAPERED SIDES. SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE TREE IN THE PLANTING HOLE. BACKFILL 213 WITH MODIFIED PLANTING SOIL AS SPECIFIED FOR THE SPECIFIC SOIL CONDITION ENCOUNTERED AND WATER THOROUGHLY WITHIN 2 HOURS. BACKFILL REMAINING 113 WITHIN 48 HOURS AND CONSTRUCT 4' HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL AND WATER THOROUGHLY. REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP 113 OF ROOT BALL OR TO 2ND RING OF WIRE BASKET, WHICHEVER IS GREATER. REMOVE ALL PLASTIC WRAP OR ROPE FROM ENTIRE BALL. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN INTO PLANTING HOLE. PLACE ROOT BALL ON FIRM UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND BASE OF ROOT BALL FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. B&B TREE PLANTING DETAIL 1 Kra Uz .3 l IF PLANT IS SHIPPED WITH A CONTAINER AROUND THE ROOTBALL, SLICE SIDES OF CONTAINER AND REMOVE COMPLETELY. USE FINGERS OR SMALL HAND TOOLS TO PULL ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL, THEN CUT OR PULL APART ANY CIRCLING ROOTS. REMOVE ALL ROPE, TWINE AND BURLAP FROM TOP HALF OF ROOT BALL FROM B&B SHRUBS. DO NOT HEAVILY PRUNE AT PLANTING. PRUNE ONLY BROKEN OR DEAD BRANCHES, RETAINING NATURAL FORM. DURING THE SPRING PLANTING SEASON, ANY EVERGREEN SHRUB DELIVERED WITH NEW GROWTH IN ADVANCE STAGE OF CANDLING OUT WILL BE REJECTED. SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-21N. HIGHER IN SLOWLY DRAINING SOILS. ADD MYCORRHIZAL TRANSPLANT INOCULANT AT PLANTING TIME PER MANUFACTURER'S DIRECTIONS. MULCH AS SPECIFIED. DO NOT PLACE MULCH IN CONTACT WITH THE PLANT. MAINTAIN THE MULCH WEED -FREE FOR THE DURATION OF THE WARRANTY PERIOD. PLACE MULCH WITHIN 48 HOURS OF SECOND WATERING. DIG HOLE 3x ROOT BALL DIA. SCARIFYTHE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE SHRUB IN THE PLANTING HOLE. BACKFILL WITH MODIFIED PLANTING SOIL AND ADD ANY SOIL AMENDMENTS OR FERTILIZERS AS SPECIFIED AND CONSTRUCT 3' HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. WATER THOROUGHLY WITHIN 2 HOURS. 2 SHRUB PLANTING DETAIL MS 9] B]i'f01 CRUSHED AGGREGATE WALK OR PLANTING BED TURF ALUMINUM EDGING: 12 GAUGE, 4- DEPTH, TOP OF EDGING FLUSH WITH GRADE, COLOR AS SPECIFIED STEEL ANCHORING STAKES: 12' LENGTH, 4 STAKES PER EACH 10', INSTALL ON WALK SIDE OF EDGER. UNDISTURBED SOIL STEEL EDGING 4 Kra "W13x 1 N iii' 'iii PLANT SPACING (ON CENTER) P= PLANT SPACING, R= ROW SPACING MULCH AS SPECIFIED. DO NOT PLACE MULCH IN CONTACT WITH THE PLANT. MAINTAIN THE MULCH WEED -FREE FOR THE DURATION OF THE WARRENTY PERIOD. PLACE MULCH WITHIN 48 HOURS OF SECOND WATERING. DIG HOLE 2x ROOT BALL DIA. SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE PLANT IN THE PLANTING HOLE. BACKFILL WITH MODIFIED PLANTING SOIL AS SPECIFIED. WATER THOROUGHLY WITHIN 2 HOURS. IF PLANT IS SHIPPED WITH A CONTAINER AROUND THE FOOTBALL, SLICE SIDES OF CONTAINER AND REMOVE COMPLETELY. USE FINGERS OR SMALL HAND TOOLS TO PULL ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL. THEN CUT OR PULL APART ANY CIRCLING ROOTS. SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-21N. HIGHER IN SLOWLY DRAINING SOILS. ADD MYCORRHIZAL TRANSPLANT INOCULANT AT PLANTING TIME PER MANUFACTURER'S DIRECTIONS. SPACE PLANTS ACCORDING TO PLAN. O zm rn z w i W N Q I o Z_Joa U N O Z 5 LL 00 O D_ U z Z 0 O U PERENNIAL PLANTING DETAIL xrs ax m3o2% OF 4Q I CONTROLJOINT. SEE PLAN FOR SCORE PATTERN SEE DETAIL. e 28 4' THICK CONCRETE WALK WITH LIGHT BROOM FINISH PERPENDICULAR TO DIRECTION OF WALK AFTER INSTALLING CONTROL JOINTS TO REMOVE TROWEL LINES OF SCORE JOINTTOOL. SEE PLAN FOR SCORE AND EXPANSION JOINT LAYOUT. PROVIDE EXPANSION JOINT BETWEEN SEPARATE CONCRETE POURS, STRUCTURES, WALLS, AND ALL OTHER OBSTRUCTIONS OR AS SHOWN ON PLANS. ALIGN EXPANSION JOINTS WITH LOCATIONS SHOWP ON PLANS. SEE DETAIL. e 28 TYPICAL CONCRETE LAYOUT t M8 COXGCpVCWl2 SEALANT FLUSH WITH FINISH NOTE: GRADE OF CONCRETE PAVEMENT ALL OUTSIDE EDGES AND JOINTS SHALL BE TOOLED WITH A Y' RADIUS TOOL. BRUSH FINISH CONCRETE SURFACE AFTER °-; SEALANTJOINT TOOLING, Y' THICK BREAK OFF EXPANSION PROVIDE 10 IN. EXP. JOINT WITH PRE -MOLDED MATERIAL AND JOINT MATERIAL ADJACENT TO 3WURETHANE SEALANT AT 20' INTERVALS UNLESS ALL EXISTING PAVEMENT, FIXED OTHERWISE SPECIFIED. STRUCTURES OR AS SHOWN ON PLANS, DEPTH TO FULL TOOLED CONTROL JOINT EXISTING THICKNESS NEW WALK (TYP,1 SEE DETAILe pg BROOMKCISH AS HO LIGHT STRUCTURE /SCORE BROODETAM BROOM SH AS SHOWN TE EXPANSION ONCREOINT ETWEEN INSTALLINGCN FINISROLL JOINTS r SEE NOTE ABOVE rSEPARATE DETAIL CO� POURSINSTALLING TROWEL I SEE DETAIL S TO REMOVE TROWEL LINES OF 28 JOINT TOOL. jar 6'SELECT GRANULAR 6'— BORROW COMPACT TO owt�i�t�a�!' 100% DENSITY —SCARIFY UPPER S' SUBGRADE COMPACT TO 100% DENSITY %n1 CONCRETE WALK DETAIL L Nis f.ON(YCONCIWI SEALANT FLUSH WITH FINISH GRADE OF CONCRETEPAVEMENT Yi WIDE BREAKOFF EXPANSION JOINT MATERIAL. WITH FLUSH SEALANT. TYPICAL EXPANSION JOINT BETWEEN SEPARATE CONCRETE POURS. ALIGN EXPANSION JOINTS WITH LOCATIONS SHOWN ON PLANS. 94 REBAR DOWEL WITH SLEEVING, 18' LONG AND 24' O.C., 9' MINIMUM EMBEDMENT Z 13:' DEEP xY' WIDE SCORED CONTROL JOINT WITH W RADIUS SEE PLAN FOR SCORE PATTERN BROOM FINISH AFTER INSTALLING CONTROL JOINTS TO REMOVE TROWEL LINES OF SCORE JOINT TOOL. *20"10' Y� zr 73/4' ma 6' o�iv°i °xtl1 4' 1/2"x 12' ZINC PLATED ROD WATER BY OTHERS /g• HOLE TOP VIEW METAL DRINKING FOUNTAIN NTB Sl V/ d SPOT WELD DRAIN LINE 14 3!4' OD MOUNTING PLATE 2' x 2' x 4' LIMESTONE BLOCK, NATURAL FINISH, PLACE AS DIRECTED BY LANDSCAPE ARCHITECT COMPACT EARTH BELOW STONE M47iMl %1 DOWELED EXPANSION JOINT DETAIL (-,\LIMESTONE BLOCK DETAIL J Y NTS CONLCONGfCNi Nis 3E y1U01 IBOJI I� 1I01.tl�9 28 OF 40 o atf u p X C t y NOTES: o o c h c BY MDF 1. MEETS ADA REGULATIONS. m K Q Q B 1 Y. PVC 2. 00 NOT SCALE DRAWINGS.3. g INSTALLATION TO COMPLETED BY OTHERS 40' N ACCORDANCE WITH r MANUFACTURER'S SPECIFICATIONS. SURFACE MOUNT 4. OPTIONAL STAINLESS STEEL TEMPLATE SURFACE CARRIER RECOMMENDED. SPOT WELD DRAIN LINE 14 3!4' OD MOUNTING PLATE 2' x 2' x 4' LIMESTONE BLOCK, NATURAL FINISH, PLACE AS DIRECTED BY LANDSCAPE ARCHITECT COMPACT EARTH BELOW STONE M47iMl %1 DOWELED EXPANSION JOINT DETAIL (-,\LIMESTONE BLOCK DETAIL J Y NTS CONLCONGfCNi Nis 3E y1U01 IBOJI I� 1I01.tl�9 28 OF 40 BENCH AS SPECIFIED SURFACE MOUNT BENCH TO CONCRETE PER MANUFACTURER'S INSTRUCTIONS CONCRETE PAVING PER LAYOUT PLAN AND DETAILS 1 BENCH DETAIL M8 13 W13.19W 3'-6" BIKE RACK AS SPECIFIED Yi" POLYETHYLENE EXP. MATERIAL & SEALANT TO MATCH CONCRETE COLOR CONCRETE PAVING PER LAYOUT PLAN AND DETAILS BIKE RACK SET IN 6"DIA. X S-6" DEEP CONCRETE FOOTING COMPACTED SUBGRADE TO 100% STD. PROCTOR DENSITY 2 BIKE RACK M8 12 W IMI TRASH RECEPTACLE AS SPECIFIED SURFACE MOUNT TRASH RECEPTACLE PER MANUFACTURER'S INSTRUCTIONS CONCRETE PAVING PER LAYOUT PLAN AND DETAILS 3 TRASH RECEPTACLE MS WY O1 2" 94" 48" FACE PANEL, BACK SIDE ONLY PLAN VIEW KIOSK DETAIL 2 SIGN PANELS, PANEL AND TEXT COLOR AS SPECIFIED. FONT SHALL BE ARIAL NARROW FORMS AND SURFACES, ARCUS 600 SERIES MAST SIGNAGE SYSTEM COLOR AS SPECIFIED FACE PANEL W/ WINDOW CUT-OUT, CLEAR ACRYLIC LENS & WHITE ACRYLIC DIFUSER 3" OD x .25 WALL OUTER POST, AL, PAINTED (ENDS AT GROUND) (3) SET SCREWS PER MANUFACTURERS INSTRUCTIONS )¢" POLYETHYLENE EXP. MATERIAL & SEALANT TO MATCH CONCRETE COLOR CONCRETE PAVING PER LAYOUT PLAN AND DETAILS INTERNAL POST, EMBEDDED, 2" SCH 40 PIPE, SST PER MANUFACTURERS INSTRUCTIONS 18" DIA. CONCRETE FOOTING W/ (6) #5 VERTICAL REBAR AND #3 TIES AT 12" O.C. AND (4) TIES AT 3" O.C. AT THE TOP COMPACTED SUBGRADE TO 100% PROCTOR DENSITY GENERAL NOTES: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL SIGNS AND KIOSKS AND RECEIVE APPROVAL FROM THE LANDSCAPE ARCHITECT PRIOR TO FABRICATION AND INSTALLATION SIGN A A►CITY HALL W CITY HALL A►LIBRARY *&LIBRA 41►CO. RD. I ;Ej *LONG LAKE RD. 2" PLAN VIEW FRONT ELEVATION SIGN B F*CITY HAD *& LIBRARY WCO. RD. �1►LONG LAKE RD. W CITY HALL A►LIBRARY 411*CO. RD. I V►LONG LAKE RD. (4) 6" FACE PANELS FRONT & BACK, LETTERING AND PANEL COLOR AS SPECIFIED FONT ARIAL NARROW FORMS AND SURFACES, ARCUS 600 SERIES MAST SIGNAGE SYSTEM COLOR AS SPECIFIED 3" OD x .25 WALL OUTER POST, AL, PAINTED (ENDS AT GROUND) SEE DETAIL e FINISHED GRADE SIGN DETAIL SIGN1-1301 � MS SIGMI�IXQ 29 OF 40 0 0 a a N'Yis �^� rl F 6 L1 - ----- �1 =_ E ------ - 1, = m—__ ---------- -- - -= ____- L1 A, a - - p LT -A ------- - ---- ---_, t _�------- �l -A -= -_ _-_-_ -______ \= t# -A - -=1- =�--gip"= Egg a� 7�E —I - - —. _ _I _I _ _ _ _ CHP L I7H —i _ — Y HHP • ::P -- y @ i _ _ : -? AHP t27+ -ES 104+�/ + _ OH nHp o o ❑Hp O -? --—" 2 —� CHP 'tlg�g u meg I i��_ •_��__ __ \ '- — ___a__ - ` —�• ____ i\ i_ __ __ I ___ L--_ —__ ___ �__— — ___ ___ —ti— — — __T- - — € W 0 1 w dl O V'2'b L ' u�ylb $ NOTES: I I e Q Yy IIELECTRICAL LIGHTING PLAN '' 1. ALL W RE AND CONDO SHALL BE 4' I, o zs so 1 1-1/2'C-4#6,1#E;G NOTED. UNLESS 0TH WISE I "wwwo soo. m i.® i o o c uN maCaa 4:pW COUN-Y ROAU o --Q-------------------------------------------- --------= ------ --- fl CI A 1 __-_ _= ------ ___ - f= -___-___ =5=__-P=1=6 ____ �1 A �rn Ld--- -� --i-- - - - ------------" 1 A - ui 0 - - --------------- - ,:.,P OHP CHPE-- _I P =. L1 A� ..-. OHP CHP CHP CHP nuP nyP�� H •. — > N g 12 Z - � TO POLE PAD MOUNTED SERVICE CABINET(L1) i �1 r � =O 2 J "I UTOILITYED . 1n�Y r� 0 TRANSFORMER 240/480V, SINGLE LL 00 PHASE,100A MAIN, G i ` �� SEE SHEET 33 / } I U / z 0 NOTES: 1. ALL WIRE D CONDUI SHALL BE I F j B —ELECT L LIGHTING PLAN o zs so ® / _ 1 —1 /2" 4# 6G UN NOT ESS OTHERWISE oNsneElm.d. \ Style in feet I 3U OFu44 O ------------ 2 6 —7--- - - --- - - - - TLf F A\ L2 mg Ll 5 6gc F1 Ll LB 6 P— P, MITI— HI Ell H OHF Nil 19 L2 A — — — — — — — — — R— 11V 0u NOTES: 1. ALL WIRE AND CONDUIT SHALL BE 11/2"C-4#6,1#6G UNLESS OTHERWISE \ /�� ELECTRICAL LIGHTING PLAN fl i, NOTED. COUNTY ROAD 10 ------------------------------------------ 0 L2- -K L-27 -A- L2 A- - -xrn z 7 8 9 1 12 13 14 Z o LLJ - — - — ======k24-0G t-t - — - — Ld HP — - — — --------------- OHP 0HP — 0HP 0HP f ---------- V) z V) ------ — — — — — — ------ — — — — — — P7 N -k - — — — ---- — — — — — — —Z JZ z m § — — — — — — — — — — — — — — — — — — — — — — 0 </ LL. C) a < TO PAD — To PAD - MOUNTED T CS 0 NOTES: I Ty UTILITY z 1. ALL WIRE AND CONDUI SHALL BE TRANSFORME Z) 1-1/2"C-4#6,1#6G UJNL OTHERWISE S 0 0 i�', tLtL RICALUGHTI 25 5 °® 0 NOTED. Scale in feet 43WS118EI02 �m Num� 31 OF44 COL\ Y ROAD "10 ----- -----------------— ------------------- -- -- --- 132+Oc� Z IFY O P P OHP OHP 0HP — —OHP — OHP �yqQ up_nup� R� — —, — — — — — — - — — �7— ^ i \ — — — C� r__ �a eo---------------------- — —:i -- – --- a –k --- -----------------� -----moi– – — – – – --'L– ,r 4 PAD MOUNTED SERVICE CABINET(L2) j \\ �C \\ \ L j 240/48OV, SINGLE J PAD PHASE,100A MAIN, OUNTEDi SEE SHEET 33 \ F \ TILITY NOTES: \ \\\\ RANSFORMER j 1. ALL WIRE AND CONDUIT SHA\L� \K\ \ \ 1 -1/2"C -4#6,1#6G UNLESS OTP{ RWISE \ j NOTED. \\\\\ \\ A ELECTRICAL LIGHTING PLAN \\\\ \ \\\ \ o® \\\ \\ Style in feet 0 z03 z Z W >W VZ 0 I a Z�Z O J LL - 00 O 0 UZ D 0 U I < 6110EIW f PANEL NO. LPI MAN PAPS 100 CIRCUIT BREN(ER BUS AMPS 100 MAN LUGS ONLY PHASE I WIRE X LOCATION: SERVCE CABINET(Ll) TED FROM: UIIUtt 3 VOLTS 240/480V 3 VOLTS 240/480) CIRCUIT DESCRIPTION CU. BRE, REFS BUS BREAKERS CKT. CIRCUIT OESCRIPRON N0. TRIP LOPD A B TRIP LOAD NO. PATH LIGHTS 1 200.1P % 20A,1P 2 PATH UGHTS SPARE 3 20A1P % 20A,1P 4 pg1H UGHTS 4 4 5 20A1P % 20A,1P 8 SPARE SPACE ) % 8 SPACE SPACE 9 X 10 SPACE SPACE 11 % 12 11 lF POD MOUNTED ELECTRICAL SERVICE PANEL TWE U FEED POINT. 240/480 VOLT 1-1 2' RSC OIRECHONAL BORE LF i EOUIPMEM PAD EACH 2 }fi AWG WIRE Lf 3558 SERVCE CABINET SINGLE PHASE. 100.4 TWO POLE ISOV MAN EACH 2 o H WIRING DIAGRAM BREAKER. 6 20A 240V BRANCH BREAKERS, AND 6 SPACES. SERVICE PANEL qu _ (L_1) is kA Bllt A2L1 ASLI A Ll A6L1 A6LI ] LI Ak-8 A101 L12A A Ll]A L18A LlM 19 X 60 —9/ u :g g€9a L� Lba�: LI A LI A U A Ll A �B a 11 14 IS has z 04 y3, b S PPD MOUNTED ELECTRICAL SERVICE PANEL TIDE L2 FEED POINT. 0 VOLT U T n N O m ; SINGLE PHASE. 10M TWO POLE 4BOV MAIN TWO PO BREAKER. 6 20A 240V BRANCH BREAKERS. � n b a S b WIRING DIAGRAM AND 6 SPACES. b ma=�� SERVICE PANEL .b - (L-2) fA m UI L IL a $ B tl A Ll A Lt A U A LI A Ll A Lt MAL A LI MAL 10 A LI 11 MALI 12 A Lt 13 A LI 14 ll A 15 LI A 16 9 W Y, ee V B m C b0. uU�u1 mKQ¢ L1 A K27 L1 B V 8 C F LIGHTING SCHEDULE REM UNIT ESTIMATED QUANTITIES UGHIINC UNIT TYPE A EACH 33 LIGHT BASE EACH 3] UGHRNC UNIT TIDE B EACH 4 1-i 2' TING PHOTOCELL 200. 1 POLE TOGGLE SWITCH �(S Z �II G m2 1P 20A,1P chi 2 1 2t 1 1 1 LJ CE SP P CE o d I SPI C P CEI La J Q o a I I � I Z UCM POLE. TYPICAL J Q m tOCONEACTOR 0 o A C I 100A,2P ~ U J W OLL- po 150 VA, 240 V PRIMARY 120 SECONDARY O CROON JI ANDNEUTRAL LUG GROUND CONNECTION TO CABINET 240/4BOV j V SINGLE PHASE Z j GENERAL NOTES: O i 1. CONTRACTOR SHALL PROVIDE CIRCUIT AND POLE NUMBER ON EACH POLE. v 0 i TYPICAL SERVICE CABINET WIRING DIAGRAM 43W6116E601.avq i N 33 of 44 PANEL NO. LPI MAN PAPS 100 CIRCUIT BREN(ER BUS AMPS 100 MAN LUGS ONLY PHASE I WIRE X LOCATION: SERVCE CABINET(Ll) TED FROM: UIIUtt 3 VOLTS 240/480V 3 VOLTS 240/480) CIRCUIT DESCRIPTION CU. BRE, REFS BUS BREAKERS CKT. CIRCUIT OESCRIPRON N0. TRIP LOPD A B TRIP LOAD NO. PATH LIGHTS 1 200.1P % 20A,1P 2 PATH UGHTS SPARE 3 20A1P % 20A,1P 4 pg1H UGHTS SPARE 5 20A1P % 20A,1P 8 SPARE SPACE ) % 8 SPACE SPACE 9 X 10 SPACE SPACE 11 % 12 11 lF 3332 1-1 2' RSC OIRECHONAL BORE LF 228 EOUIPMEM PAD EACH 2 }fi AWG WIRE Lf 3558 SERVCE CABINET EACH 2 PANEL NO. LPI MAN PAPS 100 CIRCUIT BREN(ER BUS AMPS 100 MAN LUGS ONLY PHASE I WIRE X LOCATION: SERVCE CABINET(Ll) TED FROM: UIIUtt 3 VOLTS 240/480V 3 VOLTS 240/480) CIRCUIT DESCRIPTION CU. BRE, REFS BUS BREAKERS CKT. CIRCUIT OESCRIPRON N0. TRIP LOPD A B TRIP LOAD NO. PATH LIGHTS 1 200.1P % 20A,1P 2 PATH UGHTS SPARE 3 20A1P % 20A,1P 4 pg1H UGHTS SPARE 5 20A1P % 20A,1P 8 SPARE SPACE ) % 8 SPACE SPACE 9 X 10 SPACE SPACE 11 % 12 SPACE PANEL N0. LP2 MAIN MAPS BUS AMPS PHASE 100 CIRCUIT BREAKER 100 MAN LUGS ONLY 1 WIRE X LOCATION: SERVICE CABINET(L2) FED FROM: URLRY 3 VOLTS 240/480) CIRCUIT DESCRIPTION CKT. N0. BRE/JfERS BUB BflEAKERS CKi. CIRCUIT DESCRIPTION TRIP LOAD A 8 TRIP LOAD N0. PATH LIGHTS 1 200.1P X 20A,1P 2 PATH UCHIS SPARE 3 20A1P % 20A,1P 4 PATH UCMS SPARE 5 200.1P % 200.1P 8 SPARE SPACE ] % 8 SPACE SPACE 9 X 10 SPACE SPACE 11 % 12 SPACE 2'-3' ��LECTRICAL SERVICE CABINET FRONT ELEVATION E6.02 NOT TO SCALE �1ELECTRICAL SERVICE CABINET RIGHT ELEVATION EE.02 NOT TO SCALE P.E.C. WINDOW 3-1/2' DMED 2'-3' PHOTO ELECTRIC CELL B ELECTRICAL SERVICE CABINET INTERNAL ELEVATION Z5/ 6.02 NOT TO SCALE ELECTRICAL SERVICE CABINET BACK ELEVATION E5.02 NOT TO SCALE 0 0 MT sA, W w c \ELECTRICAL SERVICE CABINET MOUNTING PATTERN E0.02 NOT TO SME y � o 0 ; A lb Omzem ays�� Yl m�cli ry a LOCK SHALL BE STANDARD POLICE LOCK AND KEY. DOOR SHALL HAVE 3 P01NT UTCHING b g 0 C: y AND LOCKING. 0' E Ol @ W y N U C y 'Co .-- u0� b o o cC C R�jP IIu ,ELECTRICAL SERVICE CABINET LEFT ELEVATION Ei NOT TO SC 34 OF 44 O SLOPE GROUND .-- R�jP AWAY FROM CONCRETE PAD TO MATCH E)NSDNC a S� Z DT Will �� 111111 .'a � • . '11IIIP e .'.���I �� •a GRADE Vi :111111 111111. Z Ld i Lu 111111 -`.--111111�AGGREGATE COMPACTED Ia- N W I O BACKFILL BASE Q II illit- l. .It CONTROLBELOW PANEL TO TWO J U 0 ___ _ _______- U W i A T P Q `0 r af r -��GROUND ROD V Z 0 V 0 U IIu ,ELECTRICAL SERVICE CABINET LEFT ELEVATION Ei NOT TO SC 34 OF 44 =aa O HANOHOLE BASE COVER r Up„C LEVELING NUTS BOLT DIAMETER & PROJECTION gwy° GROUND LEVEL VERIFY BOLT PATTERN WITH MANUFACTURER Ms €g�w READY MIXED MIN. 3000 PSI '€ e AIR ENTRAINED CONCRETE B'Ra” rB 1 1/2" DIA. Ewa e° z 0 CONDUIT" a�9-w u gyp€ W 0 83g 2 N ° CONDUIT o a e d N d ° e e O O° / y a ANCHOR BOLTS 4 — #4 HORIZONTAL ' d SPACED 18" APART REINFORCING BARS FULL DEPTH REINFORCING BARS N•m 5/8" X 15'-0" U1 m N r LL GROUND ROD n o. %,ANCHOR BOLT DETAIL �J a 24" MIN. o cif y p (';1 CONCRETE BASE DETAIL oocv�i® o0 C'QQ C $ O as Z O) 1n Z N w oG O a N J Q � s Q � Zia n U w f � cO C W O � a w u- OQ m' �7- D_ Uz ? O a m aasosi iecsss.e.g i a 35 oF�44 102+00 DRAFT.920 e 920 � T -_ ,._—. rr �_ Y __ _.ROW _ 918 916 103+70 ao 912 __- - -- — . 912 920 - - ROW - _ 920 S 908:__- —_-__— 09.86 _. _. __ •__ - __ �— { _._ —906 X916 904 904 916 -.._ _.__.. _-__ >_ _ _._. f �a c 912 =_ —___ _. - - __ _— _�: 912 -40 -20 0 20 40 - 908 $ 101+75 900 _ -- _ __ �;� — — _.__ _ 'j o 904'-_ _- Om -__._ 40 904 €ob 920 r ROW __ -__ - .920 _40 -20 20 916, T 916 103+61E'� 912 — 912 920 -- ROW -- - 920 pg@ u 908 m--1--- 908 916 - - 916 3'e i a 904904 912 `. __ 912 uYi S -40 -20 Om 20 40 101+50 908~— 90J.8] 908 J 920 . ROW 920 904 - - 904 900 - -- 916: :918 900' -40 -- -20 0 20 40 1 rN m to 912 911 63 ]o x'12 103+50 ; i N $ ROW 908' m : 908 920 : . 920 R mD —'904 916;- :916 y�N6LL -40 -20 20 40 ry 8 912 _ 912 101+25 92D ROW -920 908: .08.00 m 908 9 904: 'm m 904 916 - 916 ~912 40 -20 0 20 40 8F C L U 912'— 103+25 9)y 91pa 908: N:N 908 mm 920, ROW 920 c -40 -20 0 20 40 916 101 +00 912 `_ -- __. _: 912 920. I` ROW 920 918 X916 908 908.00 .•1= 908 904: : m iw 904 912 ~ 912 _yD -20 0 20 40 O 908 808 mom 0 103+00 -40 -20 20 920 ROW .920 Z 100+75R 918 920 W 920 818: H 912 912 j Z 918 . 915L?U '- LJ BOB X908.00 908 _ 912912 904' i m''m :LLI 904 908.908 -40 -20 0 20 40 Vi O -40 -20 0 20 40 O 1 U 102+75 Z - 100+50ROW ROW 920. :920 O 920 1 920 918 '918 cO OCU �O i 918 916 912 O 912 908 908.35 -� !y 908 - QO 908 <.y mDm 1908 904: 904 -40 -20 20 40 -40 -20 0 20 40 i V Z 100+25 102+50 0 ROW 920 ROW .920 ii 920: 820 ' 912 916 916' ,918 - 91�— 912 912^ .� — :912 90B m In :908 908 a BOB 4awsne�al.mg -40 -20 0 20 40 904. -40 -20 0 20 40 904 36 OF 110+00 111+75 916 _ r ROW____-__ _. ROW - - _.- - 916 9121-�--,912 9125 -912 908 .— - _ -_ 7 908 _ - 908 908 904 -- _ 906.30 909 904 _ - - -- -904 900 900 -40 -20 0 20 40 -40 -20 0 108+75 40 916 - 111+50 ROW 918. mm Y--------- ROW 916 912 912 908 !SOB 904 '. - mz � 904 900 -40 -20 -mo PO 20 40 900 -40 -20 108+40 2D 40 916 111+25 ROW 916 912 ROW 912 908 — .916 912, ' 90B 904: 1 912 P 904 900 ` P IP .900 908- 08-904 -40 -20 0 20 40 108+25 916. ROW 916 912 i n in P0P .912 i -40 -20 20 40 111+00 908 916. 904' 916 9121 904 y 90D ` °; I� PIP 900 -40 -20 0 20 40 -- 108+00 908 904 916. ROW 904 916 9121 e `ri P?P 912 -40 -20 0 20 908 - 110+75 916, �1. 908 904 ROW 916 912 : 904 900' 912 908 -- P0P :900 -40 -20 20 40 �- 904 80. 107+75 ri in P m 916 : 800 -90 ROW 0 916 812' 110+50 1912 916. ROW .918 Ni 908 905 912 904 908 m 1904 900P 908 904 i� �P 08 e 900 -40 -20 0 20 40 107+50 -20 0 20 40 ROW 110+25 916. 916. T. . 916 912' .916 912 912 .912 908 1 i 4 —y'. 808 Boa 804: .n 904' j 90575 900: ` 904 m �m 900: .900 o -m PO -20 0 :900 40 -40 -20 20 40 111+75 916 _ r _. ROW - - _.- - - 916 9121-�--,912 908 .— - _ -_ 7 _. 1.3.._. _ - 908 909 -- r - -- -904 900 ;m 900 -40 -20 0 20 40 111+50 918. mm Y--------- ROW -.916 912 908 ' 9o$ 904 �� '. - mz � .904 900900 I POP -40 -20 2D 40 111+25 916, ROW .916 912, 1 912 908- 08-904 905.3 904 904 900' n in P0P 900 -40 -20 20 40 111+00 916. ROW 916 9121 : 912 908 -- 908 904 904 Roo. e `ri P?P :900 -40 -20 0 20 40 110+75 916, ROW 916 912 912 908 -- i' 90B 904; ;per° ` �- 904 80. ri in P m : 800 -90 -20 0 20 4D 110+50 916. ROW .918 912: 912 908 908 904 08 e 900 I 1010 P iP -40 -20 0 20 40 110+25 916. ROW .916 912 .912 1 i 808 90670 804: .n 804 900: m �m .900 -40 -20 0 20 40 DRAFT w 161 MR lal Cla N WC Y U 8 VOW yN10 b gp mC Q¢ C A cZ 0) G H Z W % WN VI Z 0 U Z�v � � m ~ 0 00 00 0 O Qf UZ D 0 U {J506118_� 1Aw9 38 ov 44 115+25 LJI I m I Iw ROW 0 918 xx9 912 `_ _ — .. - :— 912 ao 113+50 908 -- 908 916__.— --_ -T __- —_. ..ROW 916 904^ _ T-____. 912 912 _ 900900 -40 20 —..__.; & i 0 20 908 —� eoe obi—- �` 115+00'tu 904: ':w 904 mm L ROW 8ww� 'A 900: 9t - •- 900 918;— -� - -- :918'�oo -40 -20 0 20 40 912 —1908 U tae W 113+25 eoe �x wnw= 916, ROW 904, : ��w '904 s » e =3�lin S -916 912 912 900' -40 -20 PO 20 40 908 i �� - 908 114+75 r^ e a -� 904 904 rk ROW 900, 900 918 '916az bn -40 -20 PO 20 4) 912 - atx .. CL 113+00 908 ;908.45 I 1: - — _ 908 3 a m a n c x 916 ROW 916 904 :P • 904 V) m'n r 1i ry n S 912'1 912 900 1 1 POP 900 _40 -20 20 40 908' 1 ' 908 0 M19].]5 .904 114+50 o w u 904: ':m ROW Q y CL q 900: .900 918 ; 1 916 VI C n, • P P I 912 : ,912 e�yup1 mR�'QQ C -40 -20 0 20 40 112+75 90B 1908.35 ' �_ 'eoe c 916, ROW 916 904'. i 908.87 904 912 '912 900' -40 -20 P:m 0 20 40 'soo 908 i -- -- 3 i' : 908 cm S9 114+25 1904 ROW O 900 P Iw 900 918 .918 -40 -20 0 20 40 9121 1 1 .912 112+50 O 918 ROW 916 908 908.25 i 908 ' 904 1 904 912 j900 912 i.- Z 908 — 900 i �m 900 W g0- -40 -20 0 20 40 i W V soa; iP 904114+00 N (n o 900• -40 -20 P 0 20 40 900 ROW Q W 916, ;918 Z J N d112+25 912 0 Row 912 O 916 1 . 916 1912 908' 11 _ r goo O (7 i 912: 1 904: 98 :� `904 U o sob 1�7 �. 908 - O 900 c 904 ; n'n 994 -40 -20 0 20 40 LI 90D Pia s0o 0 -40 -20 0 20 90 113+75 U Z 112+00 ROW D will—,:918 O l 918: ROW .916 912 : 812 912 1 912 goo 908 0_ 908 ~— -- -�� i. .3 ` :900 !908.05 <<t ^0 :P 08:5 904 904 :i 60 YAA im 904 904 : ' K :1: 900 I -i� 900 uw611e_.n.tl.9 mn ^ 900' e -40 -20 PGP 0 20 `' 40 '900 -40 -20 P:P 0 20 40 39 OF I I TT 121+50 920.___.'920 918 916 I 912.`_ 912.37 _-i ---__- ..-. ���� _1912 908 904` ----- P -- -.I 904 -40 -20 _ w0 20 40 _ 121+25 ROW 920 920 916 816 912 912.23 __ 912 90B 908 904 904 -40 -20 0 20 Q 121+00 ROW 920 — 920 916 916 912 912.23 912 808 908 904 904 -40 -20 mow 20 40 120+75 912 90B 912 908 912 908 912 908 904 40 -20 0 20 40 120+50 40 -20 0 20 Q 120+25 40 -20 0 20 40 120+00 40 -20 0 20 40 912 908 904 920 916 912 90 912 908 904 123+25 812 912 908 906 904 -40 -20 mOm 20 40 904 122+75 924 ROW 924 920 917.50 920 918 816 912 908 a 808 904 904 -40 -20 p0p 20 Q 122+50 924 ROW 924 920 918.00 920 916 918 912 aJ161 912 908 908 904 904 -40 -20 PO 20 Q 122+25 924 920 916 912 908 904 924 920 916 912 908 904 -40 -20 0 20 40 122+00 924 ROW 924 920 920 85 916 916 912 912 908 908 804 904 -40 -20 P0m 20 40 121+75 920 916 912 808 904 920 916 912 908 904 -40 -20 0 20 40 912 908 912 908 912 908 912 908 912 908 -40 -20 0 20 40 124+75 -40 -20 0 20 40 124+50 -40 -20 0 20 40 123+95 -40 -20 0 20 40 123+75 -40 -20 0 20 40 123+50 40 -20 0 20 4C 912 908 920 916 912 908 920 916 912 908 920 915 912 908 912 908 920 918 912 908 127+25 920; ------ - - -- 920 9151 - - --- ---� - --- 916 9121 __ - 1:3 ._. —�912 906 908 904 904 -40 -20 m0P 20 40 127+00 ROW 920 920 916 - 916 912 912 908 G— 908 904904 -40 -20 POP zo 40 126+75 920 916 912 908 904 -40 -20 0 20 40 126+50 920 916 912 908 904 912 908 912 90 40 -20 0 20 40 126+25 -40 -20 0 20 40 126+00 -40 -20 0 20 40 125+75 40 -20 0 20 K 912 908 904 920 918 912 908 920 916 912 908 920 916 912 908 El -W W s z a R '0 0 gZbn e a 3adi iO . V1 my cLL N 9. B C N L y OOCH m�aa e8 O Z z W W N In Z N0 U Z ~& 00 LL-- r`OQ r 0 0 UZ D O U 4M6115,1.6.9 m 42 OF44 125+50 ROW 920 i. _ ._ - -_- _- - _- •- 920 916. _.. \� __ � - 1.918 _.- ,- 912' ___—X913.08._-'-- •-____ _ --:_ _. . �J;, 912 906!--- _. _- - - __ ^ m -_ '. "__ __—__:.906 -40 -za 9 zo 40 125+25 924 '- _.-_- : _. —_-_ ROW : '924 I_-_ 920 -- - -__.__ "i —' --- j :920 -._ __. 91850 - _.- _.• 916 912 —-�A 912 906 m0 908 -40 -20 20 40 125+00 912 908 912 908 912 908 912 908 912 908 -40 -20 0 20 40 124+75 -40 -20 0 20 40 124+50 -40 -20 0 20 40 123+95 -40 -20 0 20 40 123+75 -40 -20 0 20 40 123+50 40 -20 0 20 4C 912 908 920 916 912 908 920 916 912 908 920 915 912 908 912 908 920 918 912 908 127+25 920; ------ - - -- 920 9151 - - --- ---� - --- 916 9121 __ - 1:3 ._. —�912 906 908 904 904 -40 -20 m0P 20 40 127+00 ROW 920 920 916 - 916 912 912 908 G— 908 904904 -40 -20 POP zo 40 126+75 920 916 912 908 904 -40 -20 0 20 40 126+50 920 916 912 908 904 912 908 912 90 40 -20 0 20 40 126+25 -40 -20 0 20 40 126+00 -40 -20 0 20 40 125+75 40 -20 0 20 K 912 908 904 920 918 912 908 920 916 912 908 920 916 912 908 El -W W s z a R '0 0 gZbn e a 3adi iO . V1 my cLL N 9. B C N L y OOCH m�aa e8 O Z z W W N In Z N0 U Z ~& 00 LL-- r`OQ r 0 0 UZ D O U 4M6115,1.6.9 m 42 OF44 129+00 r ROW 916 912 908 904 918 912 908 904 915 912 905 904 916 912 908 904 918 912 908 904 -90 -20 0 20 w 128+50 -40 -20 0 20 40 128+25 -40 -20 0 20 40 128+00 -40 -20 0 20 40 127+75 -40 -20 0 20 40 127+50 -40 -20 0 20 40 131+00 912 ROW - - - K_.. - -__• 920 904 920 910 916 912 914.26 T _. 912 908 -40 — 908 20 40 916 ROW 920 920 916 916 912 916 912 -�- - .4 912 °i m ' 11.75 -20 0 908 20 40 130+50 908 908 904 904 916 912 908 904 918 912 908 904 915 912 905 904 916 912 908 904 918 912 908 904 -90 -20 0 20 w 128+50 -40 -20 0 20 40 128+25 -40 -20 0 20 40 128+00 -40 -20 0 20 40 127+75 -40 -20 0 20 40 127+50 -40 -20 0 20 40 924 920 916 912 BOB 916 131+00 912 - - - - K_.. - -__• - —.- ROW 904 920 920 916 912 914.26 T _. 912 908 -40 - --� m -20 0 908 20 40 130+75 ROW 920 920 916 - .T-- 916 912 -�- - .4 °i m ' 906 -40 -20 0 908 20 40 130+50 924 920 916 912 BOB 916 924 912 920 908 918 904 912 915 912 908 904 920 916 912 908 904 920 916 912 908 904 920 916 912 908 904 924 920 916 912 906 -40 -20 0 20 M 130+25 924 920 916 912 908 806 -0 -zo o zo 40 130+00 824 ROW 924 920 920 918 916 912 912 908 908 -40 -20 mOP 20 40 129+75 824 ROW 924 920 920 916 918 912 912 906 908 -40 -20 PO 2D 40 129+50 924 ROW 924 920 920 916 916 812 912 908 m w 908 -40 -20 0 20 40 129+25 920 916 812 906 920 918 912 908 -40 -20 0 20 40 RIVIEn n� Rig W EN a "s N z 0 a � •N 6 dmoe � IA�NLLL N d B O cZ a, G V) Z W / LLI N V) Z N O p I r3 Z -i vw D Q N o F- K O u 00 O 0 Of UZ D 0 0 43508110_xal.Exg 43 oFy44 920 916 812 906 920 918 912 908 -40 -20 0 20 40 RIVIEn n� Rig W EN a "s N z 0 a � •N 6 dmoe � IA�NLLL N d B O cZ a, G V) Z W / LLI N V) Z N O p I r3 Z -i vw D Q N o F- K O u 00 O 0 Of UZ D 0 0 43508110_xal.Exg 43 oFy44 DRAFT H 133+50 918 Tr— 915 912 912 goa j am 904 v v I i 904 z M -40 20 0 20 40 IL 133+25 920 920 916 916 0 CRS 912 912 90B906 904 904 10 -40 -20 0 20 40w I Q n 1 1 MPH 133+00 920 azo 915 916 912 =--CEO dMIM 912 908 �4 am 0 904a; -40 -20 0 20 Q 904 132+75 z 0) Row920 R 920 to 916 916 z Ld 912 912 908 am V) z OCK -40 -20 0 20 40 904 0 Zwo 132+50 :3aq 920 R azo 0 C) 918 916 V U- 912 912 0 ml 904904 -0 -20 0 20 40 0 131+25 z ROW 0 L) 920 920 916 916 .2 912 912 90 906 40 6118,1.dwg -40 -20 0 20 40