LUMPKIN ROAD DIXIE ROAD I-185 LUMPKIN ROAD DIXIE ROAD FP101

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W H O MOO " O HVY UY PV O M W U WK QU. K WH OMP UH O O U. POV HVY UY PH PV O. MH. POV MOOH O. O PO O W OW. (YP.) O PH PV O MOV " " O O M Y W (O M V) W " W W O MOV " W " W O MOV W O PP O W O OM W O MOV W W O M OM W O M " W O M Y W O M O WOK OM O M W U O WKWY O MOV Y W MHO O M U O M (YP.) W U O WKWY O MOV ( /06 O PVM PH ) O O WK O MOV O PP O W O (MOV O OPO) OM O M W " OM W O MOV O PV O MOV O MOV, O MOV MOY W QU O W WOK HVY UY O PV O M OU O M PO U OUO W VV O M " W " W W O MOV OOP OPY UPPO OUM O MOV W M O O O " W O MOV W O MOV.. ".O. PO O VV O M W P O M.O. V VO: / PPO...J.. O.., Ø..J.. V. Q........ H.. V... UH/ OO PPOM U HOMUM, OPP, OO JO O M H PO JO VO QU O H OO VO HP V M. M... M.H. M. MO. O.. O.. P.. P. P.V.. PVM. Q.. YP. W.W.. PO O VV O M W VV O M emolition otes:. n addition to these plans, see offsite improvement plans for additional demolition requirements.. Unless otherwise noted all improvements, utilities and structures inside limits of construction shall be removed and disposed of in a legal manner.. isconnection of existing water services shall be coordinated with.. ll existing meters, boxes, and fire hydrants to remain property of the... ll unused water service lines to be demolished shall be capped at main.. ontractor shall identify all overhead and underground utility services to be removed and/or relocated. ontact each provider and coordinate construction with all utility providers and pay all costs associated with relocation or removal. 6. Prior to beginning any demolition contractor shall review the site utility plans so that they understand thoroughly proposed utility routes to properly sequence construction of demolition of utilities. 7. ny work required to be performed by local utility companies to be billed to contractor. 8. ontractor shall saw cut existing paving/concrete along construction limits. ontractor shall replace paving/concrete in like kind assuring a smooth transition and positive drainage. 9. emolished improvements shall be hauled off and disposed of in a legal manner in accordance with the nstallation regulations. 0. equipment such as gazebo, temporary walk-ins, storage building, conex, dumpster, etc. to be relocated by prior to contractor beginning work. MMUM MH MHO MMUM MOO O OU M PO M P POYVY HO PVM QU Y W U PHO YP W W o. 079 POO PW H. U OH / MOO P " = 0'-0" : " = 0'-0" 0 0ft ft 0ft 0ft OZZ - H & O,., P, UVY, /POO 76 PKWY K V MHM, M PHO: (0) 9-86 : (0) 9-0 www.onzalez-trength.com c opyright 0 JO #7PW67 6 OV 07 0 O OO

( 9/06) W H W HK O W O WH MHO ( 0/06 /06) OM MHO Q' - 0/06 /06 O. OP = 8.00 (MH ) V V:. (MH OM V) O: OO O POV,, H,. O P O WOK OM H PU - O U P O M M. OO O UM H MU O PO.P.W. O PPOV. " " " W HK O WKWY W PH PV O WOK O O M HVY UY PH PV O Q'. W O PH PV Y OW /06 O YP PP O W O W HK HVY UY O PV HK O PV O M M O Y OW W OM W OWPOU Q'. (YP.) " W W " U O W W W U O W O WK WH UOW Q'. 6' W O WK Q'. % M. OOP % M O W O WK ( /06) OU OP Q'. (YP.) OU Q' (YP.) ( /06) W O P O HV U H ( /0) W MH H OO VO W OO Q'. OP % M.. (VY OWM PP V U POV HV). (YP.) W OO Q'. OP @% M. (YP.) (VY OWM PP V U POV HV). OO Q'. OP @ % M.. (YP.) OWPOU Q'. (YP.) ( /06) OO Q'. OP @ % M.. (YP.) OWPOU Q'. (YP.) ( /06) OW POU Q' ( /06) H-0 W M O. P HJ QUM PO (YP,) OU Q' (YP.) ( /06) O O " OM W. (VY OWM PP V U POV HV). OO O POPO (YP.) W O ( 8/06) W " W W W " U O OM W V Q'. PUM / MH P O OUO O. W U O W O O W. MH PUM P O OUO O U OW POU Q' (YP.) ( /06) " W " W " W W V VO: W OM W O WH MHO OM W O M " W O M W O M Y W O M OM O M Y W MHO O M PO O VV O M W VV O M PPO O. ll demolition, construction debris, clearing, and excess excavation shall be disposed of in a legal manner off-site.. trip all topsoil within building and pavement areas, and stockpile for later use. ispose of any excess topsoil in locations on site as directed by the owner.. Prior to placing fill in pavement, surfacing, or in building pad areas, exposed subgrade shall be proof rolled with a heavily loaded dump truck. ll areas showing signs of pumping, rutting or any deleterious materials found in place (organic, wet, soft, loose, or unstable material) shall be undercut and replaced.. ll fill placed in undercut areas shall meet the requirements of these specifications and be placed in accordance with these specifications.. Prior to placing fill and in cut areas exposed at subgrade, contractor shall scarify existing soils to a depth of and recompacted to the specified density and moisture content. 6. Material to be used as fill shall be free of organics with no rock particle size greater than and a liquid limit not exceeding 0 and a plastic index of. Material shall also have a minimum tandard Proctor maximum dry density of 00 pcf. ock fragments shall compose no mare than 0% of the fill mass. 7. ill shall be placed in loose lifts not to exceed and compacted per M -698 as follows:. uilding areas - compact to 98%.. Paving areas - compact to 98%. 8. ll fill shall be compacted within % of optimum moisture content. 9. ontractor shall furnish compaction test reports on all soils placed or scarified to the owner based on a frequency of one test per 00.. of area per lift. 0. eotechnical report is not available for this project. o. 079 POO PW H. O: O O U PO O Y WOK, H OO H HV U O J O H O. H POY O H OO O OM M WH H OO O H U VO O. Y V UPO /O O O H O POY O H OO. H U HOW H O O PPOM. H OO H O Y UY WHH O WH H MPOVM HOW. H OO H OO UY JUM WH H PPOP UY OMP O. MPOVM H M H QUM O H OMPY' O PO. Y OW WH OUO O: POV 6' H K OUO PM O Y-OW. POV ' O. " Know what's below all before you dig. ial 8 Or all 800-8-7 HVY UY O PV O M U OH 6/06 7/06 O O PVM U UY P " = 0'-0" '-0" " 0 ft '-0" : " = 0'-0" 0 0ft Z O U 0ft '-0" O P O HV U H / = '-0" 0" " ' 6' 0ft # @ '-0" O.. H WY # OUOU @ PM / PPO...J.. O.., Ø..J.. V. Q........ H.. V... UH/ OO PPOM U HOMUM, OPP, OO JO O M H PO JO VO QU O H OO VO HP V M. M... M.H. M. MO. O.. O.. P.. P. P.V.. PVM. Q.. YP. W.W.. 76 PKWY K V MHM, M PHO: (0) 9-86 : (0) 9-0 www.onzalez-trength.com MMUM MH MHO MMUM MOO O OU M PO M P POYVY HO PVM QU Y W U PHO YP W W OZZ - H & O,., P, UVY, /POO c opyright 0 JO #7PW67 6 OV 07 0 O OO

W " " W W H W HK O MPOY POO K Q'. " W HK O WKWY O MPOY K Q'. H 0. " " O O 7 -" @ 0.0% W PH PV W HK HVY UY O PV O WOK W H O PV O M M O Y OW W OM W " W W " U O W W W U O W W OM W O WH MHO K POO POJ U = 0. " MHW W,, PMP, OUO POJ M O: () -00 MO: () 97-76 o. 079 POO MPOY Q'. YP. PM ZO V O -O MPOY Q'. YP. W W POV HU OK QU. " OO M OO MU P W M M. U MPMO O H PPOV P O O POV O V OO M OO, O OO M OO MU H MPM O OO O H M OU. W Y U PO O PO H Y H Z WH MUH O MPOY. PW H. W K Q'. H 0. W O WHOU Y Q'. OO MY MOY OO O O.. H P O M OM H H PV Y H O O OO M OO MU P PO O, O OU WH, U V. " MPOY POO K Q'. O: O O U PO O Y WOK, H OO H HV U O J O H O. H POY O H OO O OM M WH H OO O H U VO O. Y V UPO /O O O H O POY O H OO. H U HOW H O O PPOM. H OO H O Y UY WHH O WH H MPOVM HOW. H OO H OO UY JUM WH H PPOP UY OMP O. MPOVM H M H QUM O H OMPY' O PO. Know what's below all before you dig. ial 8 Or all 800-8-7 U OH OO OO MP P " = 0'-0" : " = 0'-0" 0 0ft ft 0ft 0ft OZZ - H & O,., P, UVY, /POO 76 PKWY K V MHM, M PHO: (0) 9-86 : (0) 9-0 www.onzalez-trength.com opyright 07 JO #7PW67 6 OV 07 0 O OO

H U U O O U UOU U. H M O HO P ""/ U OK (YP) 0' MMUM OOP Z O U "/. OM U U O H. / HY OO YO OP PO H O WOK OVOW HO 0' MMUM O / HY OO YO OP PO OOP Z O ". U O H O MPY K M OO OO. O: ( K ). O H WOV POYPOPY H M O QUM H PO.. P O O P O POW OV WH O P O.. H WH, "W", O H K H MH H WH O H O.. H PH, "", O H K H W 8 H 6 H.. H H, "", O H K H MH H H O H O. M O: OW O MO OW O PO POP MHO U H OO PUU MU U PZO UV PP OP Z OW PMVY M -6 M -6 M -8 M -786 M - M - M -7 M -9 M -9 POP MHO U 00 0 % 0 800 P 0 80 % 0 U V 0 /M/Q 0. - MO O HH OW O PO. POO V MU P O M UMUO WH H H. MOV PP M WH HY OO PO O O.. MOV O M UMU O J O OM MU MMY UPO OVY, WH OMPO O H VY OU O H H O H OOW U Y.. POO V H P O U YP O MPOP OW- H MY U OWM OO.. O H O POO H POO MY MP OWM MP, J OP,., U O PO U. U H O UM O POO V H OU.. POO V H P O P HY HOW O UM O OO. o. 079 POO m H OO PUU MU U PZO UV PP OP Z OW PMVY M -6 M -6 M -8 M -786 M - M - M -7 M -9 M -9 6 0 % 0 P 90 % 0 U V 00 /M/Q. - POO K O... O U OY PV WH M O P O VY OW. K MU HV OVOW HO O PV PO. d- PW H. 0' MMUM 0' MMUM U OO O U O U OO OO U MOVM O U O OUO, O, MOO. u s MPOY W P. 6-9 P, P, P O MPOY OV O OMPO OP P O OU MK PUPO O PV U MOVM O U OM PO O U U H P O O U WHH MY HMU O JUOU O HUM HH, W, O Y. O O M O P. OO 0' MMUM 0' MMUM H P PP O UJ O U MOVM O U WH O O- M MY OU WHOU M. MHO M. MPOY MHO.. MUH. s - U ZO (WH MUH OY). YH MY U O PH O MUH M. UH UO O K HOU U O O MUU OMMO... VV OV. s - U ZO (WH MPOY )... PY O HV. H U O M O (O V O MUK O). KP O H... H P O OUH O O H U. MY MU WHH HOU U O W OO. POW O H WW O. H-YP POW P OU H P, P-OOH HOW, M POW MP O QUPM WHH MY POU H... O. H Y O MY M. PK WH W U H U W. P..6.. O O, UP, W, O HY, M M U O OO U O OW. P H O PV U V O M H HH V OO W OO..7. UM HO. PPY H W KP H U MO. MY -M.. PM MHO.. PM VO. s - U ZO (WH PM VO). HU MY POV VU POO P... OP-O. H OV H U WH OV O M. p - OP-O.. O. OV U WH O O O V. HV W UO YP O OZZ PPO (./.) O PH MUO 7: O PY,00 6 OV 07 0 MUO.: PY W MUO : PY 00 W P. 6- OZZ - H & O,., P, UVY, /POO 76 PKWY K V MHM, M PHO: (0) 9-86 : (0) 9-0 www.onzalez-trength.com opyright 07 JO #7PW67 O OO

s s sa PM MPOY MUH PM MUH W P. 6- P, P, P O MPOY OV O OMPO OP P O OU MK W P. 6-7 onstruction pecifications: iming: pply permanent seeding on areas left dormant for year or more. pply permanent seeding when no further disturbances are planned. o determine optimum seeding schedule, consult a local agronomist or erosion control specialist. pply permanent seeding before seasonal rains or freezing weather is anticipated. Use dormant seeding for late fall or winter seeding schedules. eed Mixes: Use seeds appropriate to the season and site conditions. onsult local agronomist or erosion control specialists for seed mix. Use a seed blend to include annuals, perennials and legumes. Use seed rates based on pure live seed (P) of 80%. When P is below 80% adjust rates accordingly. ite Preparation: ring the planting area to final grade and install the necessary erosion control practices. ivert concentrated flows away from the seeded area. onduct soil test to determine ph and nutrient content. oughen the soil by harrowing, tracking, grooving or furrowing. pply amendments as needed to adjust ph to 6.0-7.. ncorporate these amendments into the soil. Prepare a - inch (76-7 mm) deep seedbed, with the top - inches (76-0 mm) consisting of topsoil. he seedbed should be firm but not compact. he top three inches of soil should be loose, moist and free of large clods and stones. he topsoil surface should be in reasonably close conformity to the lines, grades and cross sections shown on the grading plans. Planting: eed to soil contact is the key to good germination. eed should be applied immediately after seedbed preparation while the soil is loose and moist. f the seedbed has been idle long enough for the soil to become compact, the topsoil should be harrowed with a disk, spring tooth drag, spike tooth drag, or other equipment designed to conditions the soil for seeding. Harrowing, tracking or furrowing should be done horizontally across the face of the slope. eed to soil contact is the key to good germination. lways apply seed before applying mulch. pply seed at the rates specified using calibrated seed spreaders, cyclone seeders, mechanical drills, or hydroseeder so the seed is applied uniformly on the site roadcast seed should be incorporated into the soil by raking or chain dragging, and then lightly compacted to provide good seed-soil contact. pply fertilizer as specified. pply mulch or erosion control blanket, as specified, over the seeded areas. nspection and Maintenance: ewly seeded areas need to be inspected frequently to ensure the grass is growing. f the seeded area is damaged due to runoff, additional stormwater measures may be needed. pot seeding can be done on small areas to fill in bare spots where grass did not grow properly. O 0" 0" HV HV HV K (O PVM)... d - - YP V VW HV s P, P, P O MPOY OV O OMPO OP O P QUM W P. 6- O WOK H o. 079 POO PW H. MUH PPO QUM d - O OVP O VW 6' O.. M. 6 OV 07 0 W P. 6-7 W P. 6-7 opyright OZZ - H & O,., P, UVY, /POO 76 PKWY K V MHM, M PHO: (0) 9-86 : (0) 9-0 www.onzalez-trength.com 07 JO #7PW67 O OO

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