The URL can be used to link to this page

Home My WebLink About05020019 09 P801 General Detailst 1 ESTRIDGE DEVELOPMENT COMPANY, INC. CARMEL, INDIANA DRAWN BY: PRC CHECKED BY: JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \001 \DWGS \P801 [Y1 ZY INDIAI Flooding Tolerance (days) Mature Height (inches) Emergence Time (days) Salt Tolerance Wet Vorrr 1 DATE: 02/18/05 PROJECT NO.: 5076.001 DRAWN BY: PRC CHECKED BY: JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \001 \DWGS \P801 SHEET NO.: F80 Flooding Tolerance (days) Mature Height (inches) Wheat or Rye Oats Annual Ryegrass Non Irrigated* irrigated Dormant Seeding Jan Feb Mar Apr May Jun Jul Au Sep Oct Permanent Seeding Dates Nov Dec Late summer seeding dates may be extended 5 days if mulch is applied. Increase seeding application by 50%. Wheat or Rye Spring Oats Annual ryegrass Ranking: 1 Good 2 Medium Not tolerant Temporary Seeding Dates Irrigation needed during this period. To control erosion at times other than in the shaded areas, use mulch. FIGURE 5 -3 Temporary Seedings Kind of Seed 1000 Sq. Ft. Acre Remarks 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep 2.3 Ibs. 3 bu. Cover seed 1" deep 1 Ib. 40 Ibs. Cover seed 1/4 "deep* Nct necessary where mulch is applied. FIGURE 5 -4 v 4 X 40111.0 x x nu WAS x Stf4 u x Go" x x .1LT x x /tM X lu 11 eath r x 1154 x Kfi ®II x x X SI xnu xau x nu xnu x nu x x x EMS, Off. x 11117 x' xrru O 4` r X� 1 111101 x01114 lx x S/M x1/71 PLY AWLS OILS Xnu 1114 X x •IM x MIT xIILf x 51 x OILY x 19{/ 01574 1 OILS x11 x SILL xSI. x1/LS o xnu xl Street- x914. x au X Y x xuu x11 xILT xnu x nu xnu x Of Ls x9154 xnu xnu xnu X Iu x't1A x SILL x "111 OILS xnu x114.1 xILS SILT x11&4 017.1 xSILT X xnu 1 1 x117.• x IILI 515.4 u 5159 IM nu x Ir SUS 944 nu x/ILf uu X 151.4 I JJ nu 1154 nu 014.1 IaT NLO nu SOLI ILL In 17.5 M x Sal x1154 SIM au 94514 x 5 144 uf17 4.11.1 x "IA „Li Salt Tolerance (to both soil salts spray): T Tolerance MT Medium Tolerance S Slight Tolerance x nu x 1f. x x579./ X a nal 4 S /LS X x 917.• x 5114 X x x 4457.4 x nu X x•ILT 4111041 x nu x1154 x 11:. 1 1 x x5554 "1 SILT x 1/111 x nu SO ¢11111 x nu x9/1.1 xL1Lt 40154 x 1144 x xnu X x nu x91LS X9115 x nu x SILO x nar X x1159 x1142 x nu nM X Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximate)y 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Species Level and Sloping, Open Areas 1. Tali Fescue 2. Tall Fescue Red Clover 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tail Fescue 15 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 Emerald Crownvetch 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tail Fescue 170 4.0 5.5 -8.3 1 Preferred 2 Will Tolerate Inoculate with specific Inoculant. SSA x nu taus 4154 X xnu 1154 .I1LS x5514 Figure 5 -2: Permanent Seed Mixtures nag Seeding Rate Suitable pH Ibs /acre Ibs /1000 sq. ft. nu -n1411111a✓ 35 .8 5.5 -8.3 2 1 2 25 .6 5.5 -8.3 1 5 .12 .4 5 8 -7.5 2 1 2 .8 5.5 -8.3 2 1 r 41114.1 ".I c 14 x X xuu Site Suitability* well Droughty Drained Wet 2 1 2 x915.0 EROSION CONTROL MATTING NORTH AMERICAN GREEN S -75 OR EQUAL 418 WATERSHED BOUNDARY SCALE: 1"=300' TOP OF BANK 100 YR. FLOOD ELEVATION TYPICAL LAKE SECTION SIX SILS SILT EROSION CONTROL AND SEQUENCING 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT, APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BEE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 6. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 7. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 8. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 9. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. NORMAL POOL ELEVATION co 11 1LS xSILI OILS SISL MIS SOLI SILS BOTTOM ELEVATION SIALS OILS LLJ 0 1 LLJ 0 10' ASPHALT PATH CONC. WALK 6' #73 STONE SHOULDER 10' COMMON AREA "C" 10' BINDER SHALL BE SET FLUSH WITH EXISTING PAVEMENT WITH 1.5" SURFACE COVERING BOTH WIDENING AND EXISTING PAVEMENT. 1 1 SWALE Ilbl SEE DETAIL ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) PIPE UNDERDRAIN (TYP) 1" #11 HAC SURFACE 5" 5D BASE 7" #53 COMPACTED STONE SUB-BASE 141ST STREET STREET WIDENING, SHOULDER, AND SWALE GRADING REQUIRED ON THE NORTH SIDE OF 141ST STREET AND THE WEST SIDE OF TOWNE ROAD. RESURFACING SHALL COVER FULL WIDTFI OF 14IST STREET AND TOWNE ROAD. ALL PAVEMENT MARKINGS FOR CENTERLINES, LANE UNES AND EDGE LINES SHALL BE REPLACED AFTER RESURFACING. PAVEMENT SLOPE: 1 NEW 4 PER FT. MI 15' EXISTING PAVEMENT 1.5" HMA #11 SURFACE 3" HMA #5D BASE 7" No. 53 STONE BASE 4" No. 2 STONE BASE PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS SECTION No. 207 PAVEMENT WIDENING RESURFACING DETAIL 13' 2' ROLL CURB SLOPE 1/4" PER FOOT MIN 16.5' BACK TO BACK 6" CHAIR BACK CURB 2' ROLL CURB SLOPE 1/4" PER FOOT MIN 50' RIGHT OF WAY 30' BACK TO BACK 80' RIGHT OF WAY 46' BACK TO BACK 13' MEDIAN 13' PROFILE GRADE 2' ROLL CURB SLOPE 1/4" PER FOOT MIN PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 TYPICAL 30' STREET SECTION 1" #11 HAC SURFACE 5" 5D BASE 7" #53 COMPACTED STONE SUB-BASE (>1( ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 16.5' BACK TO BACK z- 6" CHAIR BACK CURB 2' ROLL CURB SLOPE 1/4" PER FOOT MIN TYPICAL BOULEVARD STREET SECTION NOTE: PAVEMENT STRIPING DETAIL -141ST STREET CENTERLINE TOWN ROAD CENTER LINE EXISTfNG PAVEMENT 10' CONC. WALK SEE DETAIL 10' 6' 5' SEE DETAIL LLI 0 1.5" SURFACE OVER FULL WDTH OF 141ST STREET AND TOWN ROAD 1 1. EDGE LINES AND LANE LINES SHALL CONTINUE ACROSS THE FULL WIDTH OF PROPERTY ON 141ST STREET AND TOWNE ROAD. 2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLATICS. CENTERUNE OF EXISTING PAVEMENT 4" SOLID WHITE EDGE LINES 4" FROM EDGE OF PAVEMENT 2-4" SOLID YELLOW LINES 4" APART EXISTING CENTERLINE OF ROAD CI 0 LU cn 0 0 CD CL CL DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering RIGHT OF WAY LINE SOIL CONDITION B3UDJBIaj aPo4S Close Mowing to 2 -3 1 /2inches Tromping Tolerance epaeN kHI JaJ I Winter Hardiness Flooding Tolerance (days) Mature Height (inches) Emergence Time (days) Salt Tolerance Wet Vorrr Dry Gen. Soil Spray Creeping Red Fescue Festuca rubra 2 1 2 1 1 11 Med. 1 20 -25 12 -18 7 -21 S Kentucky Bluegrass Poa pratinsis 2 1 2 1 1 1 Med. 1 25 -35 12 -18 10 -20 MT Tall Fescue Festuca L arundinacea 2 1 1 1 1 1 Low 1 24 -35 24 -36 5 -14 T Perennial ryegrass Lolium perenne 2 1 2 1 2 Med- High 2 15 -20 12 -18 5 -10 MT Crownvetch Coronilla varia 1 1 2 Low 1 5 -10 24 14 -21 T Red Clover Trifolium pratense 1 2 Med. 1 7 -10 18 5 -10 S S Wheat or Rye Oats Annual Ryegrass Non Irrigated* irrigated Dormant Seeding Jan Feb Mar Apr May Jun Jul Au Sep Oct Permanent Seeding Dates Nov Dec Late summer seeding dates may be extended 5 days if mulch is applied. Increase seeding application by 50%. Wheat or Rye Spring Oats Annual ryegrass Ranking: 1 Good 2 Medium Not tolerant Temporary Seeding Dates Irrigation needed during this period. To control erosion at times other than in the shaded areas, use mulch. FIGURE 5 -3 Temporary Seedings Kind of Seed 1000 Sq. Ft. Acre Remarks 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep 2.3 Ibs. 3 bu. Cover seed 1" deep 1 Ib. 40 Ibs. Cover seed 1/4 "deep* Nct necessary where mulch is applied. FIGURE 5 -4 v 4 X 40111.0 x x nu WAS x Stf4 u x Go" x x .1LT x x /tM X lu 11 eath r x 1154 x Kfi ®II x x X SI xnu xau x nu xnu x nu x x x EMS, Off. x 11117 x' xrru O 4` r X� 1 111101 x01114 lx x S/M x1/71 PLY AWLS OILS Xnu 1114 X x •IM x MIT xIILf x 51 x OILY x 19{/ 01574 1 OILS x11 x SILL xSI. x1/LS o xnu xl Street- x914. x au X Y x xuu x11 xILT xnu x nu xnu x Of Ls x9154 xnu xnu xnu X Iu x't1A x SILL x "111 OILS xnu x114.1 xILS SILT x11&4 017.1 xSILT X xnu 1 1 x117.• x IILI 515.4 u 5159 IM nu x Ir SUS 944 nu x/ILf uu X 151.4 I JJ nu 1154 nu 014.1 IaT NLO nu SOLI ILL In 17.5 M x Sal x1154 SIM au 94514 x 5 144 uf17 4.11.1 x "IA „Li Salt Tolerance (to both soil salts spray): T Tolerance MT Medium Tolerance S Slight Tolerance x nu x 1f. x x579./ X a nal 4 S /LS X x 917.• x 5114 X x x 4457.4 x nu X x•ILT 4111041 x nu x1154 x 11:. 1 1 x x5554 "1 SILT x 1/111 x nu SO ¢11111 x nu x9/1.1 xL1Lt 40154 x 1144 x xnu X x nu x91LS X9115 x nu x SILO x nar X x1159 x1142 x nu nM X Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximate)y 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Species Level and Sloping, Open Areas 1. Tali Fescue 2. Tall Fescue Red Clover 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tail Fescue 15 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 Emerald Crownvetch 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tail Fescue 170 4.0 5.5 -8.3 1 Preferred 2 Will Tolerate Inoculate with specific Inoculant. SSA x nu taus 4154 X xnu 1154 .I1LS x5514 Figure 5 -2: Permanent Seed Mixtures nag Seeding Rate Suitable pH Ibs /acre Ibs /1000 sq. ft. nu -n1411111a✓ 35 .8 5.5 -8.3 2 1 2 25 .6 5.5 -8.3 1 5 .12 .4 5 8 -7.5 2 1 2 .8 5.5 -8.3 2 1 r 41114.1 ".I c 14 x X xuu Site Suitability* well Droughty Drained Wet 2 1 2 x915.0 EROSION CONTROL MATTING NORTH AMERICAN GREEN S -75 OR EQUAL 418 WATERSHED BOUNDARY SCALE: 1"=300' TOP OF BANK 100 YR. FLOOD ELEVATION TYPICAL LAKE SECTION SIX SILS SILT EROSION CONTROL AND SEQUENCING 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT, APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BEE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 6. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 7. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 8. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 9. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. NORMAL POOL ELEVATION co 11 1LS xSILI OILS SISL MIS SOLI SILS BOTTOM ELEVATION SIALS OILS LLJ 0 1 LLJ 0 10' ASPHALT PATH CONC. WALK 6' #73 STONE SHOULDER 10' COMMON AREA "C" 10' BINDER SHALL BE SET FLUSH WITH EXISTING PAVEMENT WITH 1.5" SURFACE COVERING BOTH WIDENING AND EXISTING PAVEMENT. 1 1 SWALE Ilbl SEE DETAIL ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) PIPE UNDERDRAIN (TYP) 1" #11 HAC SURFACE 5" 5D BASE 7" #53 COMPACTED STONE SUB-BASE 141ST STREET STREET WIDENING, SHOULDER, AND SWALE GRADING REQUIRED ON THE NORTH SIDE OF 141ST STREET AND THE WEST SIDE OF TOWNE ROAD. RESURFACING SHALL COVER FULL WIDTFI OF 14IST STREET AND TOWNE ROAD. ALL PAVEMENT MARKINGS FOR CENTERLINES, LANE UNES AND EDGE LINES SHALL BE REPLACED AFTER RESURFACING. PAVEMENT SLOPE: 1 NEW 4 PER FT. MI 15' EXISTING PAVEMENT 1.5" HMA #11 SURFACE 3" HMA #5D BASE 7" No. 53 STONE BASE 4" No. 2 STONE BASE PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS SECTION No. 207 PAVEMENT WIDENING RESURFACING DETAIL 13' 2' ROLL CURB SLOPE 1/4" PER FOOT MIN 16.5' BACK TO BACK 6" CHAIR BACK CURB 2' ROLL CURB SLOPE 1/4" PER FOOT MIN 50' RIGHT OF WAY 30' BACK TO BACK 80' RIGHT OF WAY 46' BACK TO BACK 13' MEDIAN 13' PROFILE GRADE 2' ROLL CURB SLOPE 1/4" PER FOOT MIN PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 TYPICAL 30' STREET SECTION 1" #11 HAC SURFACE 5" 5D BASE 7" #53 COMPACTED STONE SUB-BASE (>1( ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 16.5' BACK TO BACK z- 6" CHAIR BACK CURB 2' ROLL CURB SLOPE 1/4" PER FOOT MIN TYPICAL BOULEVARD STREET SECTION NOTE: PAVEMENT STRIPING DETAIL -141ST STREET CENTERLINE TOWN ROAD CENTER LINE EXISTfNG PAVEMENT 10' CONC. WALK SEE DETAIL 10' 6' 5' SEE DETAIL LLI 0 1.5" SURFACE OVER FULL WDTH OF 141ST STREET AND TOWN ROAD 1 1. EDGE LINES AND LANE LINES SHALL CONTINUE ACROSS THE FULL WIDTH OF PROPERTY ON 141ST STREET AND TOWNE ROAD. 2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLATICS. CENTERUNE OF EXISTING PAVEMENT 4" SOLID WHITE EDGE LINES 4" FROM EDGE OF PAVEMENT 2-4" SOLID YELLOW LINES 4" APART EXISTING CENTERLINE OF ROAD CI 0 LU cn 0 0 CD CL CL DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering RIGHT OF WAY LINE