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15 MH STA 13+66.00 TOP (197.00
R/W INV. OUT 180.23 General Notes N
R/W 1. Topographical Data performed by Chamblee and Strickland Land Surveying. Reference dat,~~,r is MSL. ~ ~
2- The contractor shall notify and cooperate with all utility companies of firms having facillr: ; on or adjacent to the site II II before disturbing, alteriny, removing, relocatiny, adjusting or connecting to said facilities. >he contractor shall pay all
' _ costs in connection with alteration of or relocation of any existing facilities. ~
•r~• ~~r~A ~r~~i~~~ ~~.n~~ ~ 3. Ali catch basins grates and frames are to be Vulcan or approved equal. Verfy dimensin~, , heights on castings are z
f not exceeded in critical areas before ordering substitute castings! ~ w 4. All excavation is unclassified and shall include all materials encountered. ~ ~ d
R/W 5. All structural fill material shall be free of all sticks, rocks, and clumps of mud. o ~ ~
6. All concrete is o be minimum 3,000 psi at 28 days, air entrained. w ~ 7. Contractor shall saw-cut to provide smooth transitions where existing asphalt is to be removed. z ~ ~ ~
Unusable excavated materials and all waste resulting from clearing and grubbing shall be ~tisposed of off--site by the o = o ~
contractor in an approved solid waste landfill. ~ ~ 9. Contact the NC One Coll Center of least 48 hours rior to di in ®L800.632.4949. w z
i / ~ ~ a ~ P 99 9 10. All pipe lengths are horizontal distances and are approximate. ~ w ~
i ~~1~'/ ~ 11. All work shall cam I with all a licable codes, re ulations, and or local standards im os~.,l ° ° P Y PP 9 ~ P by local utility, The Town °
~~i~ a~® ~ of Nashville. ~ a 12. The contractor shall make arrangements with the local utility authority for connection to u,e existing mains. Do Not ~ N
SIN I s 9, ~ ; m ~ 1 t S 5~~i O; t=~ a ~ O , operate any existing valves without the permission of The Town of Nashville. rn
~ ° o OO E~RW 7505 CATCH BASIN CURB INkSi i °I. I W/TYPE p3 GRATE do TYPE T1 BACK 13. All construction and materials shall meet The Town of Nashville Specifications, Standards ,~~,d Design, latest edition. ~ °o 14. All concrete pipe is to be ASTM C-76, Class III with ram-nek. a I
t ~ alao ~ \ STA 11+84.12 C/l STA 15+82.86 ~ ~ V TC 197.86 T~ 193.32 15 This site is not within any area designated as a flood Plain. o z o
` l~•. a ......INV. OUT 189.32 16. An evaluation of 404 jurisdictional wetlands was conducted within the proposed protect a.~,. Wetlands will be Q N shown on the final construction plat and permits, if applicable will be obtained. °
1 ~ STA 11+9fi.73 . TC 197.50 6 7 . ~ 17 Do not seed and mulch until underground Plectric has been installed. ro o
r ~ ~ _6 ~ o 18. The contractor shall be responsible for all work zone traffic control in or adjacent to rigl~i of-way. All signs, pavement ° ~ z markin s and other traffic control devices shall conform to the Manual on Uniform Traffi, r, ( ) a w 9 antral Devices MUTCD , ~ cv ~ a u~ a
( ~ 53. 7.94• ~ ~ 10 1988 edition as amended.
TA S I + 6 28.3 \ 2 HP STA,it+66.95'' ` / TC 194.58 19. THIS SITE IS LOCATED WITHIN THE PROTECTED WATERSHED BOUNDARY OF THE TOWN OF Nn~;HVILLE. SINCE CURB &
HP 1C 97.95 ~ ~ m \ / 0, \ 5 $TA 15+31.79 ^ m END STA i6+28.32 GUTTER IS UTILIZED, FINAL PLATS FOR THIS SUBDIVISION THAT WOULD RESULT IN A DENSI I1 THAT EXCEEDS Z DWELLING UNITS PER ACRE (FOR SINGLE-FAMILY RESIDENTIAL DEVELOPMENT) OR 24 PERCENT BUILT- UPON AREA (FOR OTHER
• r s 0 C 193.83 - i Sp T d ~ ~d 0~\ •STA 11+88.28 / 1 Ilt \ C 19 .17 RESIDENTIAL DEVELOPMENT) SHALL NOT BE APPROVED UNTIL THE REQUIREMENTS OF THE wnTER~IED HIGH DENSITY
I TC 197.39 / aoo, ' y > ~ (A \ OP110N HAVE BEEN SATISFIED, INCLUDING THE APPROVAL OF PLANS FOR STORMWATER PONUS (OR OTHER ENGINEERED CONTROLS).
1 STA 11+65.31 - ° ~ STA'.12+05.05 ~ i p 20. All easements ore to be cleared completely.
o' \ TC 197.2 STA 12+30. o STA 13+44,03 STA 13+71.13 g 8S o• ~ ~0 \ , ~ °0 ~ ~ s t8~ \ C/L ELEV, 195.53 TC 195.44 / S ~ ; \ \ 0~ \ p TC 196.73........ \ / ~ R ~ 4F ~ \ 21. Prior to placing CABC stone base; the contractor should notify the Project Engineer to ire l~ect and proof roll the subgrade. Any stone place without prior approval will be the sale responsibility of the c~~~~lractar. ~
s 0 , f 83.68' ~ m 0'. 5 v 22. Prior to pouring curb and gutter, the contractor should notify the Project Engineer to in I,Pet. Any curb and gutter
~ \ p0 9 \ \ 10'x70'SDE 85.50 ~ 1' poured without prior approval will be the sole responsibility of the contractor. 23. All street curb and gutter returns to have a 25' radius with handicap access provided. N
> > \ s ~ a ~ 1 , ~ o. ~ ts~ o. s. o ~ a I 24. All curb and gutter to be 24-inch standard curb and gutter, except within NCDOT right-,r-way curb and gutter to be
so ~~s G10 rte-' - \ ~ / h 30-inch.
~ ~ s~ 5P1t.L i ~ C11 ~ ~ ~ 11 ,:•'STA )1+39.61 ~ ~ \ 25. Cross Creek Drive to be .30-foot Face to face. All other streets to be 2$-foot Face t.• Face. 26. All right-of-ways are PUBLIC. III?
I STA 11+67.93 rom 17 MH STA 15+75,00 27. There is a 5-foot erimeter drama e and utilit easement located alon each lot line. P 9 Y 9
1 TG 1s6.1s , _97.17- - - - - ~ dlP ~ / 28. Surveyor DOES NOT guarantee that this property has grave or cemeteries. ~M 29. Surveyor DOES NGT guarantee that any underground structures such as utilities, tanks o~,.~ pi es are located
~ ; STA 11+53.22 ~ L - 10' U11L. EASEMENT 76.44' ~~F ' ~ ~ Iv°r TC 197.86 0 ° S1A 14+32.07 ~ t0 S4~ a ~ P hereon.
O STA 11+53.30 - TC 194.83 ` ~ ~ ' ~ 1 ~ , ~ g 0 ' \ / 12 ~d 1 ! TC 197,39 ~ ~ 30. This map does nok depict encumbrances that are found during o thorough title search. 31. Property addresses are Nashville, NC 27856.
1•k 9~~ STA 14+54.58 ~ • ° STA 11+37.49.' y 16 MH STA 12+05.15: ' 9e,'s9 ~ " ,~:ww 7505 car 32. There is a 50-foot buffer setback on the creek/drainage ditch along the northern and v,~~~ aer-n property line. NO
TC 197.03 ; p~" / ' TC 195.01 ~ ~ ` - - CH BA'S1N CURB INCFT 0 ~ W/TYPE M3 GRATE & TYPE T1 9gCK CONSTRUCTION activity shall take place within this buffer. (Tar-Pamlico Butfer Regulation-~
p / C/L BUBBLE SPILL LIP STA 15+24.31 ` C/l STA 15+63.27 STA 10+37.50 2g,;' ,t / STA 11+73.40 TC 193.91 f ~ .TOP 193.52 33. DESIGN~FIELD CONDITIONS quite easily may vary from that represented in the initial soils ~ :port and/or topographical report. Isolated areas may show up weak and adverse soils ar groundwater . ~~nditinns may he
TC` 196.34 0 / ` ` ~ INV. IPo 188.70 1p, ~e o C/L ELEV 196.70 15 STA 14+98.63 k) ~ ' O TC 194.61 14 N\ w, ` INV. OUT 188.6Q ; discovered that were nr~t revealed during the initial soils investigation. Therefore, the Ow~~.-.~/Client is to be aware that
O;~ ah STA 11+71.98 17 O O pl A ~ ~ ~ ~'6' TC 197.07 16 STA 14+99.22 a Stocks Engineering, P.A. wilt not and cannot be held responsible for any failures to eitherstreet or pocking lot
`~s• , ~ r ;1 •o ~ ~ ~ 14 MH STA 10+9999: C 194.61 i 1 ` ,~'L yy ~ ~ pavement design unless we can be fully and #otally involved in the construction process ni,~ch may include, but may not necessarily be limited to, testing subgrade and base density, engaging the Design En.~~~~,Per for the evaluation of
~ 6' ~ \ ff ti `.SPILL lIP M U 1 s~ ~o MH STA 10±00.0.0.'LINE.. yi y , ~ N the subgrade and for the observation of proof rolling subgrade and base at various steps ,~f construction, opportunity for the Design Engineer to call in a soils engineer for consultation and advice, etc. - st~~l,. which taken altogether with
STA 10+72.25 ~ ~ . ' STA 15+18.31. r 1 i C/l ELEV. 196.33 TC 194.90 the initial design shown on the plans, constitute the complete design of the road, street ..r parking area (private or r
' _ - STA 10+37:23 ` TC 196.34 ~ ~ public). The Design Engineer must be given the full latitude and opportunity to complete u,e design by fully
~ SPILL,CIP ~ VULCAN V-4867-1 (2'x3') 18 TOP (187.00 participating in the construction process. Plan design is a small portion of the Design o~~.l cannot be separated from the construction process if the Owner's/Client's desire is to have the Design Engineer sto„.r behind the cam toted
R ~ INV. IN 1$2.00 designed project P
STA 10+12.57 ~ 1 ~ INV. OUT 181.90 TC 195,59 _ ~ / \ 34. All streets shall be constructed in accordance with the prevailing minimum construction ~I.,ndords of subdivision roads
_ CURVE ?ABLE _ BEGIN CRESENT----- ~ - ` as administered by the NCDOT. Hawwver, in the event of a variance between State and I~~wn requirements, Tr~wn requirements shall be observed.
MEADOWS DR, 1p, CURVE LENGTH RADIUS DELTA .TANGENT CHORD DIREC110N CH_•n0 \ ~s \ sra 10+00.00 +o r9 101.15 300.00 19'19'06" 51.06 N28'35'07"E 10.. \ \ '(F 35. Street Lighting Plon will be designed by Progress Energy.
C/L ELEV. 195.58 ~ \ C10 170.63 300.00 32'35'16" 87.69 N54' 160 ~ \ ?s, \ 3218E } 36. The Home Owners Association shall be responsible of maintenance of all landscape island w,thin the Right-of-Way as well as all Common Areo. •
i C11 220.29 596.19 21'10'15" 111.42 560'14'48"W 21b ~ RcA~ MH STA 9+94.00 10 37. "Na Parking° signs to be erected by Town of Nashville on one-way street sections less than 24 feet in width.
=STA 8+24.98 GREEK COURT ` \ 38. All appropriate approvals from State and Federal agencies shall be obtained prior to Town approval of the Final Plat(s)
4 ~ 4' CONC. V.G. 2a ~~4? 39. The Tcwn of Nashville will install required traffic control signs and the Contractor will reinburse the Town the cost. 40. A second point of access is required to be constructed prior to the appravru! of Final P4,!(~a~ whfln the fatal number
SCALE: 1" = 5D' ~ ~ srA 1o+12s7 TC 195.92 \ of Lots recorded exceeds 122.
0 50 100 125 150 175 2rm wLCAh v-ass?-1 (2' ~~cah v-assn-I (7x3') 41. If Entrance Sign ~s placed within NCDOTfTown RAW. Sign must be designed to r~~~~ent v I~OT Breakaway Standards. ~ ti85.oo 42. The contractor shall take photographs and,lor video documentetion of the const~uct;o~ c~,~a before starting Construction.
25 \ TOP ti85.00 INV. kJ 178.62 SCALES, \ INV. our ns.s2 iv ~ I78.e2 43. 8" thick CABC with 35~ Radius Stone Turn-around to be rovided at avement Ter^,~~s ~r not within 100 feet of side street. iv. our ns.s2 Contractor to erect NCDCT T e III Barricade 5 foot be and stone. p
1" = 50' HOR YP Y 44. No Final Plat(sj for this subdivision shall be approved until the Town Manager determines that the existing Woodfield Lift Station
1" = 5' VER VPI STA=12+00 can accommodate the Sewer flow for the new development or that necessary Sewer improvements hove been installed.
VPI EL=197.15 ~ ~>a ~ ~ PROFILE LEGEND CURVE LEN=160 ~ CF ~ r>4 ~ ~ 45 A Traffic Signal will be required to be provided by the developer at the intersection of S.R. 1145 (Old Spring Hope Road) and
OFFSET 50' LEFT- - - - - - ~ ~ ?q R ~ CENTERLINE- - - - - - - K=106.67 ~ ~ ?4,R ~ S.R. 1700 (Oak Level Road) when either Phase Two or the proposed apartment complex across the road is built. Town, NGDOT ~ ~ ~ and Developer to discuss funding.
OFFSET 50' RIGHT- - - - - - - 2^ ~ ~ ®SS, ®~SS~ ~ 46. Per Seation 18-397 (c) of the Subdivision Ordinance, Developer will submit plans when walking trail is designed noting that o
10 14 16 17 ~ ~ ~ minimum 10-foot wide pavement marking for pedestrian cross walks will be provided VULCAN V-4867-1 (2'x3') ~ rr,>P tn5o 47. No final Plats that would result in a density that exceeds two-dwelling units per acre or Twenty-four percent built-upon area
~ N ~ ~ iNV in iezi2 shall be o roved anti ?he N C. Division of Water Quolit has ranted Final A,ppravni of th,~ Town's revised watershed re ulations. ~r,v our +e~ 02 PP Y 9 9
~ J ~ S~ (0 [1
T + O ~ + +a ~ ~ P , I to o d r ~
m~ ~ II c± r~rn III~n I ~rn rn Q_ ~ ~ a s a i1_ a u I II I \ ~ ~ Water Notes: v y ~
205 ~o ~o ~o ~o 205 1!t F- r- H ~ Vl W N F- Ul W n V) i-- ~ W 205 \ \ 1. No waterline installation shall take place until an approved NCDEHNR permit has been issued,
2- The r_ontrartor shall make arrangements with the local utility authority prior to connecting to existing mains.
I ~ m W W + ~ ~ ~ _ _ 4 $ _ r' I ~ ,al 3. All waterline to have a minimum bury depth of 3'-6". \J j~ \ a 4. Contractor shall not turn any existing water valves without the explicit permission from tl~ra Tawn of Nashville.
a a _ F c~n ~ n J a \ o0 5 The maximum deflection of an 18 foot joint of 6-inch PVC shall oat exceed 10° \ .p\
Vl Z ~ n~ = J z + 6. Any well pointing, dewatering, etc. needed during construction shall be the responsibility of the contractor, Tren~~h \ borrow needed during construction shall be included in the cost of the line laid, unless otherwise specified.
200 _ _ 200 ~ W M ~ ~ ~ ~ 200 v vv 7 All excavated wood and rocks shall be disposed of off-site b the contractor. Bur will cwt be permitted on-site. \ Y Y
~ ym NF n ~ (V O) o ~ as ~ ~ ~ y ~ 8 Water service shall be 3/4" SDR 9, 160 PSI pressure rating, ultra flex polyethylene ASTM D-2239, ASTM D-2737 with \ iron ipe fittin s Water to s to be made with alt bronze saddle wi±h iron i a threads f2r 3 4 Use Rockwell No. 381
w ¢~i ~ = Z m ~ \ P q P PP- / " ` ~ bronze saddle for plastic pipe ar approved equal, Verify wikh Town of Nashville Skandard.
0.500 - - ~v _ - - a Q \ 9 4", 6" & 8" Water Pipe to be C-900 PVC pressure pipe. Comply with ASTM D-2241 with bell and spir~ot gasketed pints. Pipe to be furnished with transition gaskets far use with mechanical joint ductile iron fittings, Joints to meet ASTM D-3139.
- ~ r N - - - - - - - _ Vr a -1.000 ~ +1 Verify with Town of Nashville Standard. 12" and 16" to be Ductile Iron Pipe.
195 _ _ _ 195 m - - = a _ _ 1.000% ~rj 10. Valve box to be 3 piece telescopic with concrete collar when not in pavement. _ 11. Fire Hydrants sk?oll meet AWWA C-502 with minimum of 150 PSI working pressure. Town of Nashville Standard.
Z I ~ - _ _ _ ~ 1 12. The contractor shall provide all the material and appurtenances necessary for the compie±~ installation of the utilities.
- - ~ _ ' - - All pipe and fittings shall be inspected prior to being covered.
13. The contractor to conduct bacteriological testing of water lines, which have successfully passed hydrosta#ia testing and have been disinfected in conicrmance with AWWA Standards.
6" PVC WgTER 14. Contractor to include in base bid supplying Town of Nashville Water Meter. Town specifies 3/4" R900 RF Pit MIU Manufactured by Neptune.
190 _ - _ ~ 190 1a RCP 1 ~0 14 The n r r i r nsi I f r r in ' i "i - i a Co t acto s espy b e o coo d at~ng w th the Town of Nashville Public Uhli tee Director a pre Inspect on and a t4 ~
W post-inspection of each fire hydrant and valve assembly. The pre-inspection will be after the assembly has been placed into ~
• m ~ V the ground with proper blocking and gravel fill. The post.-inspection will be after all grading has been completed and project ~ ~ ~ is ready for final approval. ~ I r:}
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i ~ ~ I ~ ~ ~ u7
_ _ 185 185 185 Sewer Notes: ~ I~
368 LF 8" PVC S.S. ~ 0.49. ~ ' ~o n1 15. No Sewer line installation shall take place until an approved NCDEHNR permit has been issued.
_ g.85% 16. Sanitary Sewer Services to be SDR-35 Smoothwall. Pipe shall conform to ASTM D-30:;~ T;~a PSM, SDR-35. ~ • ~ " ~,g W
_ _ _ _ _ _ iP S'~ 0 Minimum grade of 4" service to be Y~04CIean-acts to be placed at 75-foot maximum Location, size and invert Z _J
_ _ _ Cf "8 elevations of clean-outs shown on 'private' service is to meet the requirements of the NC State Building Code, Volume Q ~ m ~q0 11, Plumbing, latest revision. ~ ~ ~
180 _ _ p 180 80 17. PVC Sanitary Sewer: Fipe to be, SDR-35 Smoathwoll. Pipe shall conform to ASTM D--_it~34. Type PSM, SDR-35.
Verify with Town of Nashville. 18. DIP Sanitary Sewer: Ductile Iron Pipe shat! be pressure Caass 350 and shall conform to ASTM A-746 and
_ 102 LF' 8" O1P +J 0:49<` ANSI/AWWA C151/g21.5t91.
19. Manholes to be precast concrete manholes with eccentric, cones, rubber books, and moorhases. Manholes to meet ASHTO M-199.
0 20. Pipe bedding to be Class C, stone to the spring line of the pipe.
175 ~ _ 175 21. Any well pointing, dewatering, etc. needed during construction shall be the responsibility of the contractor. Trench 175 borrow needed during construction shall be included in the cost of khe line laid, unless otherwise specified.
a 22. The maximum infiltration rate at the outlet end of the sewer pipe shall oat exceed 100 gallons per day per inch of pipe
_ _ a o I nominal diameter per mile of pipe length. 23. Lengths of sewer pipe hove been rounded to the nearest foot.
W 0 24. The contractor shall make arrangements with the local utility authority prior to conned+ng to existing manholes or W
_ mains. W 25. All excavated wood ar,d rocks shall be disposed of off-site by the contractor. Bury wit! not be permitted on-site. ~
_ _ .Q _ ~ _ 170 170 70 26. Manhole castings to be Vulcan or an approved equal. ~
^a rr EE 27. The contractor shall provide all the moteriol and appurtenances necessary far the complete installation of the utilities. ~ All pipe and fittings shall he inspected prior to being covered. Z ~
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' BEC4N CROSS CREEK CT. STA 6+36.95 ~ II h CURVE TABLE
C/L ELEV. 196.77 j ~o STA 6+48.63"" TC 196.79 CURVE LENGTH RADIUS DELTA TANGENT CHORD DIR ~ ECT10N CHpRp z
n° Jx 51 31~ BB C6 6~.a6 200.00 1731'19" 30.82 S62'18'46"E E0,93 W w C7 71,3q 2D0.00 ZQ'26'12" J6.05 S81'17'3TE 7,1.96 ~ ~ Q ~
t 20' STA 6+73.33 I R TC 196.55 O C8 151.52 1~5.OC 69'2713" 86.64 0" - O a NSfi'47'D~ W 14=12 U ~ U
2 w (R J N f-
0 aY 9 MH STA 6+96.21 I Z J (Y O> 4 W
50'R/W 'STA 6+48.63 , ~'L S ~ ~ S > >a
TC 196.70 9~ I WZ ~ M
3 10 MH STA 8+24.98 8. pp S.S - ~ 9 O O
-STA 9+94.00 CRESENT MEADOWS DRIYE vQi 0 . r 00 STA 9+87.55 0 + I z O 3 N O ~
~~SJ h` 0 TC 194J1 ' k~ n STA 10+18.90 O ~ ~ EAq,I't ~J ~`~0 0~ I - < TC 194.71 N
/ 15 ~ OJ:~ /a~ s, MH STA 9+92.61 11 ~ I . a ~ o a I
5 S?• =STA 13+42.43 C EK DRIVE ' ~ SP1LL lIP ~ ~ :STA 9+62.63 ~ ~ N o z o
ST o TG 195.10 t ~ A 10+43.82 , T 1724.7.7 Al ' ' STA'$+5238 0 ica .•..........SPIl1....P ~s9 N TC 195.12 STA 10+64.78"".., 7 I a o ~ ~ N O
' TC 196.80 / U 72.24 C ELEV. 194.77 - STA 6+73.33 \ Oj 149.67, 107.75' ~ ~ - I N O
19 TC 196.55 6SS\ ~ Sq. 521 t\ f 2 ~ a w z ~ w
97.50' "fV~7tf) a J D L~
STA 7+70.0 ~ ~`C7 Sgg'29~22"W 4" LONG V.G.-? _ c;4,7~ 8` PVC S 0 ` - - C/L ELEV. 195 89`, ~ - - - - ~ ~ - SSN )9'22"W S' 0
:STA 7+98.17.' 8 PVC WATER B"..PVC Wpm S~ 1 ~ `~3• STA 11+83.91 TC 195.93 ' 13
SPILL UP 0 0 S,~ TC 194.00 1 - _ - ~ 6
C/L `CRESENT - - - 125.63' I O MEADOWS DR. 18 PS10'»70' SDE STA 9+02.50 o TCAi9513251 13?S3 Cs STA 12+05.48
STA 8+31.17 O; it 9 ti ~ ~ ~ C/L ELEV. 194,22 i I G TC 193.83'. C/L ELEV. 195.58 _
i ~ so• 13 MH STA 2+32 i ` STA 8+64.16 STA 9+57.17 STA 8+18.9 TC 195.59 TC 195.13
TC 196.33 ~ w 4" CONC. V.G. ;n 5 A \ ''4' CONC. V.G..' C/L CREEK CL I-=STA 10+17.59 T A 2+32.63 •
r TCA196.~~ STA 10+00.00 I I° TC 194.32 STA 11+53.37 ' ~ C/L ELEV. 194.36 a~ TC 194.24 ~
' 1 STA 9+82.12 . ` ~ I ~ O STA 1 + ~ o STA `.12+32.63
0 TC 194.32 208 59 TC 19J.61 I TC 193.78 ,p, N b
o s, o rn STA 12+32.63 4`~R n C/L ~UL-DE-SAC TC 193.61 ~ A,~ STA 12+32.63
~I:Si i LF C/L ELEV. 193.24 g 4T ~ ~ Jfj: O 10
' 0%P~~ / ~ O3 ®~3 Atb
i 1 o Alt' ~ i ' °0 ~
~ ~i ~ V ~ O. ~
39.00' ~ ~ ~ 1
4 DIA. M.H. J.B. , ~ ' MATH 24" OPENING 3 `N~
' TOP 193.17 O 1 1 ~ INV. IN 189,37 ' 1+ ,R~~
INV. OUT 169.32 :'100 LF 3O^ RCP A 1y V • ~
2 0.39.' W/6' FES ~ ~ N 1 O ? ~ ~ / /K /~~PG
N ~pp6 R~~,P
~ 15 / ONE PgE~ IfP
R00
Q t, MV. 188.82--~~-
^a ~
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1 ~ , EJIW 750.5 CATCH E~.`,1N CURB INLET
~ / W/TYPE M3 GRATE b TYPE T1 BACK C/L STA 12+69.88
1\ TOP 193.3'. 'S INV. IN 189.14
I!dV. OUT 189.11
`,,441111P11111 Jf
CARD JI''%
o . ~,FES~ioti~. 2 ; ? s~ •9
~ _ SEAS, _
SCALES: PROFILE LEGEND 19843
1" = 50' HOR OFFSET 50' LEFT- - - - - - CENTERLINE- - - - - - - SCALE: 1" = 50' a ~'•,F
1" = 5' VER OFFSET 50' RIGHT- - - - - - • NGIN4E,.
9 10 11 12 13 0 50 10~ 125 ?50 175 200 HAE~. ~ JJII 11111141
i - _ - ~ 1
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205 n a0 a o o ~ o p~ v ~I al O + ao I3Wa + ~ A m rn O UU F-F ~ ~
F i- r N ~ _ ~n~__~... a~ ~ a WJf a ~ ~ ~ I I ~ N ~ ~O ~ N 205
VImN W F- ~~V~ ~ 1 I U1 USD ~ ~ - N N~
W ~ IZ~zz _ raj ^ W Qi O ~ N 1- tt W K ~ N N n ~ ~ + ~ F. Fa- v i w
W~ N'O 'U K W 1~+ W h h rp n n 0 0 l J w
200 _ Z~ _ Z ~ Z ~ ~ m ~ Y ~ ~ a a ~ a ~ ; - aN a~ Oda uo, wu ~ a Jaa ~ < a a rn w a a ~ ~ mUW f!- m~ m w vnw m N a a ~ r~n t~n ~ ~ W m ~o ~ J
F H U Z Z W a I Z Z N Z Z O~ O I U 200 I
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- W W Z Z V Z Z W W V U W J ~ V m m W W W W Q7 - m m
195 _ -0.5016% a \ , - 0.0375% ~ o O J O W U W
} 195
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190 _ ~ " a 3 3 _ 8 PVC WATER _ _ Ti)[? LF 30^ 12CP ®0.3X ~ 31 Q ~ i ~
W/6' FES 1 ~s 90 N
_ W w ' 6" PVC. WATER
_ w ~ rv
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_.o~ ~ ~ >t 185 _ m ~ ~ _ I ------i Z
49. 11~ LF 8" P~fG S.S. 0.4~" 132 LF 8^ PVC 5.5. ®0. _ ICI ~ d 185
_ _ 1so LF a^ rnQ ss. 4a o.4x , v, a ' iN
_ O w m . ~ U 01
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_ _ DEPTH = 3.59' x ~ Z O ~ 180 . _ _ . _ _ - -
Z z 180
_ . H
_ _ ~3 LF 8i. DIP 5:5.4 0.4y

175 _ _ _ r w
N ~r _ rta rs w r 175
EEC E E w
ip ~ z ~
77 ~ ~ ~
170 _ _ _ _ ~--W ? Z z ~
mm o _ _ ~ r ~ ~ f,
w w ; m co V) ao io ao are ao > > m 170 U' «a v V) ooq
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QO r n cD t0 N 00 d o> m gym=
U6 L6 U~ 4 165 0) 0) 0)
5+00 6+00 7+00 8+00 9+00 165 co n: z
10+00 11+00 12+00 13+00 14+00 14+00 41
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o .
11 , { _ CURVE TABLE • • • ~ 0 • . ~ °
' CURVE LENGTH RADIUS DELTA TANGENT CHult DIRECTION CHORD { i Ci2 149.01 150.00 56'55'05" 81.30 Nr673'09" 142.96 u II
w Q ~ s ` ~ 2 O ' C13 280.39 105.00 153'00'12" 437.41 Nr. • 204.20 o { _ 5 4418"E
+ O 5 ~ . ~ o. 12' 60' 80' w w 1D I11~ ~ J J
AVERAGE BUILT-UPON PER LOT p a Q
, \ ~ TG ,96.07 MH STA 12+03.86 19 ~ I \ I O 1 N ~ 'tiPlu ua 12'x12' 10'x10' 111'10' AVERAGE BUILT-UPON PER LOT v ~ v iv HOUSE 1600 S.F. ° STOR. o ~ I ~ w ~ R HOUSE 3000 S.F.
\ 1 1~4 5.F STORAGE 144 S.F, ~ 100 S.F. 12 12 ~ 10~ S.F. TO AGE .F z J ~ ~
i ~ ~ 5 ~ b \ STA 10+38.83 O \ p 1C '{96.46 V PATIO 144 S.F. S R 200 S p y a 17' S/W 108 S.F. a 10'x10' N 10'x10' PAi10 200 S.F. ~ ~ 2 PA110 ~ PAT10 - - _ S/W 260 S.F. w Q
} c~ ry 57.74' ~ 70.72" 53•J2' 15' S.S. r--------- D/W 396 S. F. 100 S. F. 100 S. F. z 1 D/W 720 S.F. ~
MH STA 9+91.9 18 ~ STA 16+15.74 CREEK DRIVE ~ ~ , - N S \ I 12'x12' ROAD 870 S. F. ROAD 1160 S.F. o
O 1?6 2~ l I a PAt10 I TOTAL 3,262 S.F. I o TOTAL 5,540 S.F. z o I 144 S.F. I I I 3
. \ ; - -""r1 12635 ~ A~ 07 R8' 1 I I I I ~ N
4 fQ+r``, `7 , W4 I I I I o I I I I Q°
4O 1 ~ S I I I I o z "o
V '1 88.14 ~ ~ / C/L TRINITY DRIVE ~ 70.72 ~ m ; I I I 60' x 50' I ~ ~ o
STA 1D+00.00 ~ ti Ns z STA 11+2635 ~ f C ELEV. 19J.87 C ELEV. 195.73 STA 10+38. ~ ~ " TA 1 O /L S 2+75.36 } 0o I I °o °o t o RESIDENTIAL I o 0 I o 40' x 40' ~ 3,OD0 SQ. FT. ° ao 0
TC 196.46 ~ ~ C/L EL .197.88 ~ ~ r I~ RESIDENTIAL I p w z 1,600 SQ. FT. I ~ w
~a' coNC. v.c 'g~, i I I I I ~NM~~ a~
~ W TC 195.11 ' b ~ ~ I I I I
~ ¢ m i 3 r ~ to ' ~ , _ I I I I I I I I
~ I.x . ' o , I I I I
. Q ~ I I 40' I 30' 30'
12 . ` I sJ ` ' W ~ L----- - - L------ Q 20~ J 6'
1 ~ ~ ~ o ~y~, 12' S/W & STOOP 12' ~ r 12'
6B `w 9 21 MH STA 15+93.72 . ~ . Q a 3'W S/W 1108 S0. FT. o ~ 5' , 3 a ~ ° a 18'
O i ~ 13 ~ O ~ y C/L STA 15+60.00` M ~ ~ ~ w 3 0
_ ~ EJIW 1 505 CATCH BASIN CURB INLET Tc - k 0 . _ _,si ~ ~ 6 W/TYPE M3 GRATE dc. TYPE T1 BACK ~ 3T R/w o ~ 3~ > ~ N ~ N ~1 ~
. _ 'PQ A6' TOP 196.89 .a S. .o ~ A 1 so' R/w R w 80~ / R/W
" ~ INV. OUT 192.93 V ~ f P
MH -STA 1~+~44.80 0 ~ ~
t 5' U ~ J ~ ` ~ ' 14 c, RI.Pq ~...r. ,h - - - V
e, ~n 1n
~ q e m m
STA 14+65.20 ~ m C/L ROAD m C/L ROAD
C/L ELEV.' :196.93 - ~ „'r N N N
- ~ Sot
~ " ~ tS 09 \
28 if 18" 50 RCP 0 O.Sx \ ' . 20 ~ 50 ~
` ~ 4$, 50.45 .
C/L STA 15f60.00 ~ \ EdW 7505 CATCH BASIN CURB INLET I n ~ ~
~W'/TYPE M3 GRATA do TYPE T1: BACK .......a„ o N ~ R /w i TAP 196.89 ~ I 0 ( / R/w R/w- R w
INV,• IN 19279 I ~ \ INV. OUT 192.69 ~ I ~ \
y { ~ I ~ 's ~ n r,r
A f F I I ~
\ W IW I ~ I W ~ ~ , I . ` I
wl w O SCALE: 1" - SCALE: 1" = 20' SCALE: 1" = 20'
17 w ~ ~ \ i ~ UI
~ SCALE: 1" = 50' ~ ~ i I X110 1a' / of /
0 50 100 125 150 175 200 al ~ I , SCALE: 1" = 20'
~ I ' ~ I \ ~
~ E~~ I ~ o. X ~ ~pE 5 ~ 0 20 40 50 60 70 y0
SCALES: I .:-~'i I AN~,G - /
1" = 5' VER ~ ~1N~~ ~ / / ~o / / ,
I I
PROFILE LEGEND 191 ~ . ~ ~ VPI ST.A=11+50 VPI STA=17+00 OFFSET 50' LEFT- - - - - - ~ ~ " ~ ~ VPI STA=15+60
CENTERLINE- _ - _ - _ _ VPI EL=198.69 , r VPI EL=196.64 - ~ - VPI EL-197.34 i
OFFSET 50' RIGHT- - - - - - - CURVE LEN=200 CURVE LEN=180 ~1n . q CURVE LEN ~C x
18 K=80.00 ~ O K=180.00 K=100.G1 I L:
___.._._..__.w_... M_ N~...___. ~ . o
N O ao O ~ __Y M_-...._. ._._~...~_-.....__~qa?.--_-M.-_~ ~I~ Of
~ N + c0 p u7 + ~ ~ + - - - - -
II or- _ _ - _ II ~ -`r' _ _ II ~ - ~ O ~ J ._._..__._~M_.__---.-_-____-~`_ _._______M_ F- J_..-._- . _ TOTAL SITE AREA: 81.37 Ac.
215 __r_~ _.__...__w..~ Fes- O M _"._'.".'F . J __.____.T..._~ ~ ~ n ~ w m F ~ o -F o _ 21 215 3 544 477 S FT,
S s~ ~ ~ w N H t/1 W ~ F rn s U U s s ~ ~ a_______.____._ ~ ~ ~ ~ ~ a = Q
._.._..__.__.__.___._.___.m_._ ._._.r.~..m,~__ o _
J w ~ F- . ._,._---.....~._._w.._. M ' NUMBER OF RESIDENTIAL LOTS:
~ w ___r_.____. ~ n ~ V. w J QI 0 _w__.._._.._ L.1 - NUMBER OF "OTHER RESIDENTIAL" T
21 _ w._.~._ ~ ~ 11 _Q-.,IL,_.._ _ 211 r - L n-~ IU- Obi ~ J e_.,..-._,. LO S. 210
ono ~ I _ j pf w ____.._._._._.._.-.-~._.A_, ~ ~ ~ Q.~.~___..~_._..,_~_.__s.__.~.
____k-. w r II II _ TOTAL PROPOSED BUILT-UPON:
~ I + L~__.__._ a a.. ~ ~
~ n n n _ - _.v .._~.m ~ F__.___.____..._.__..._.._____-.____-_____._~.___ - ~ "RESIDENTIAL": 7 =
21 x 3,262 S.F. 707 854 S.F.
00o a ~ ._.._._v.__.._.... s_ a "OTHER RESIDENTIA L . 27 x 5,540 S.F. 149 580 S.F.
.o _ ~v__ ._.F waa ~ ~
z . _._..v o z M___.__ N ...-_.___.m_.,____ _a w TOTAL PROPOSED BUILT-UPON: 857 434 _ , S.F.
~ M_. 3 ~ _ _
200 ~ ~___.._.__T_ __T__._ _ Z a 20, ~ I _ _ _
a ~ z °z w o _.._._.._-.~_,..__.___.._,._w..-...,.,_._. ~a.w>~=.m 200 BU LT UPON 857.434 24.19
00 - - - r ~ -_--8- _ _ _ _ . _ _ - _ _ 3,544,477
f - - _-.._...w _ _ . _ . _ - - - _ . .
_ _ .500% 000 _ . I s~
_ ____._w_____. . 19 5 - m _ _ _ _ _ - - _ _ _ _ 19 . ~~rn _ 195
S N`tN to ~
m , 18" RCP vNv
WRIER ~ - . _ _ - . . ~.N.._ , _ _ _ ~ ~ r~.~w_. 6 _ _ ~j v W
J . U Z J ~ X m
..._._,,,._.....-.._.~_.w_. ........-..____a N _._.~......._..,_.-e. ~ - _ ~~_.r _ . _ ___d____.. r_.._________ 1 ~ 9 2Q0 190 a ~ ~

n _ .T~...___. 1~4~ . ~ y~ G1.4X
1]9 LF Pt>'G` 5.5. 4b 0:4X
PVC: 5~. , ~5. ~ 04y _ _ _
185 _ ~ _ . 18 __....._...__......185
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~ r x A6 _ ~ 70 rl ...-..___._e__._..__ ~
_ pp ,
180 ~i ~ ~ _ _ _ ~ ~ o E E m ~ ~ ~ r W _ 180
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I j _ _ i o N
I.N ~'URVE TABLE fl II
o CURVE LENGTH RADIUS ~ UI I to TANGENT CHORD DIRECTION CHORD
I I { C C37 119.65 ~ 225.Q0 3U~.'8'09" 61.28 N51"40`58"E 118.25 ~ _ ~
I~ - ~ I 27 m O C38 281.90 11SO.00 10'~4O'38° ~ 205.24 S59'1439"E 24221 w ?57.39 43DA~0"`~H'18" 79.59 N15'53'29"W 156.51 ~ ~ ~ C39 a DO 103.52 508°42'32"E 197.28 0 ~ Q
26 ~ m O ~ C40 200..4 325 3b'._D'12" v ~ ~
ti ~ 28 C41 112.03 325.00 ~ 19'3500° 56.58 S18'50'04"yy 111.47 w
~ i . . . C42 140.14 300.00 26"45'54" ' 71.37 N15'19'37"E 138.87 ~ ~ C43 412.63 15D.O0 157'36'52" 756.06 880'45'06"W 29429 o i o
MH STA 15+2~.0~ 6 i } i ~ ~ to wQ
25 29 55.53' ~z ~ ~
. 5.5} ~ ~ , 5 $5 53 0 0 ~ o
STA'96+29.74 o
' C/l ELEV., 191.74; I ~ h~ - ~ - ~ N 67 Y O
' G3~' \ • s 24 ~ ~ 6 tY O d I _ ~
O ~ 93' 31 p Z I d ~
/ ~ ~ / ~ ~ N ~ O
h / S. ~ 93. ~ O I O ~ Z
h' ~ \ / e~~ lye \ 0 ~6 STA 17+87.14 , ; ~ ~'I , /~P ~Tr(. F ~ ~ /L ELEV. 188.20 ~ w F- w
/~9 ~ C 79 E~AW 7505 CAl ~Nr`)d'~ J ~ lL E~AW 7505 CATCH BASIN CURB INLET
~ ~ 39\ w/nBE M3 cF W/TYPE M3 GRATf & T1PE T1 BACK P'
MH STA 13+83.2$ 7 ~ . ~ C~ STA 2Q+2 23 ~ i0P 184.66 C/L STA 20+L4.86' i0P 184.66
~ / @! @@ 33 INV. IN 180.38 O ~ 24 68. INY. OUT 180 h - \ 33 INV. IN 180.38 G' 4 INY. OUT 180.28 ~ P
STA 19+52.29 h a0 23 S ` ! O 9 @± ~ ' TC t 85.00 . STA 19+52.29 P` 0 TC 185.00
~ ~ I STA 13+47.85 ~
C ELEV. 194.16'. ~ \ /t x'0.53- ` 6~.
h ' i i . ! ~----~--FILi AREA BEHIND ~ _ _ CURB TO ALLOW 22 ~ \ ~SpF o. S ~ ~ ~ 0~ ~ ~
RAINAGE, ~ ~ ~ D 25 2g s~, ~
I 22 ! ls\ V~i~~ sy, Q ~9 4 Q k
a c I 21 . ~ ~ .w ~ ~ R i _
N 1 r ~i 2D O ti 56'LP 24 ®2-09 ~ STA 20+r~~ ,7 ~ ~ 4~
O TC 183.4 ~ ~ STA 20+ - 4O
n~:~8 5 MH STA 1~+ , o. O Tf, 1 B4.6~
O 19 99' ~ + `.EJIW 75G~~ BATCH BASIN`GURB INLET ~ , u• GRATE & TY?E..TI BACK W/TWE
18 ~ C/l'STA :~~+24.86 \ TOP 184 r,r.
a C F` BRIDGEWAY ROAD ' \ ~ INV. IN 1~u S8 V.- ~ ~ INV. OUT I.ni28
!m $TA 19+87.58 COMMUNITP:CIRCLE \ ' IRCtE \ ~ 0. 0. 28 LF pq.
I ~ N STA 12+16.09 BR~DGEWAY RD. ? C/l ELE'~ 18a ?t ~5 \ ~h \ \ RCP ®1n'./
t \ ~ ~
A Zy Q I?Aw 7505 CATCH BASIN CURB,INlE1 \ , ro 8 h;4YPE M3 CRATE & nPE;~~ BACK , \r. INlE1 ~ ~1 BACK \ r
n r C/L Si,A 20±23.05 \ TOP 184:6&' \ ~
INV. !ri1T 180.66 ~S\ L\ ~
I ~ ! o R/w., SQ' 17 m ( ~
0 ~9 \
r Sf" ' ` 132
20 i
7 ~ . ?D. \ ~
16 16 ~ O \
1 STA it+19.65 V. 195.87. C : ELE L ro
0 O i v `'i sd 33 O o
~n ! . ,9 d 8 MH STA 10+76.58 t
, ~ J Jr, t
51 A t 0+3a.59 n ~ ~ 1 TC:196.69 I ~ U J
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