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Home My WebLink AboutSW3170304 (4)LIMITS OF \ % DISTURBANCE \ +` SILT FENCE \ sd,6, -- TREE PROTECTION FEN('\ \ slQo sss \ sIQ 0) \ \ O \ s� s90 \ f / / 11,9 \ \ s� j s96 - / / ..♦ ♦♦ # \ / #♦ TRIBUTARY BOUNDARY ► ••/ h ��,`� � TEMP. SKIMMER I` /' �ry SEDIMENT ".k• /C / h C RAIN #A N J_ Q H W 0 z m z W 0 W U) ca 6) 3 m W W U) J W 0 z m N W Q U III L0 O M U E (3) m � (D o cu cD , o Q U 0 M N O � 00 ti -6 o N U c M cu M E UN o EL LL SKIMMER SEDIMENT BASIN #4 PHASE 2 I PERMANENT RETAINING WALL / RIP RAP APRON / (SEE DETAIL 3 SHEET C-704) f1.9, ' \ \ \� /FJ�LOODPLAIN 00 YEAR FEMA � 18" PERMANENT / OUTLET PIPE \ / f 10' EMERGENCY /\ / SPILLWAY @ ELEV. 594.50 / • • LA • R low ft _X- ♦ ♦ S(96 / '0) s�, C 1 BAF F S 588 i 589 - /■■ ■■tea■■■■■ 1■�■■■■ o 69R \ OHE OVERHEAD POWER E UNDERGROUND POWER SS SANITARY SEWER WM WATER MAIN A GAS LINE STM STORM PIPE X FENCE 585 14,416 RIGHT OF WAY VOLUME OF BASIN PROPERTY LINE ADJACENT PARCEL LINE EASEMENT EDGE OF PAVEMENT (EP) GRAVEL DRIVE TREELINE STREAM POND FEMA 100 YEAR FLOOD -------- CONTOURS LL.I LIMITS OF CLEARING EXISTING POWER POLE EXISTING GUY WIRE LIGHT POLE 0 MONITORING WELL C SANITARY SEWER MANHOLE 0 STORM STRUCTURE C FIRE HYDRANT wV 0 WATER VALVE wM WATER METER Q GAS VALVE Fn FIBER OPTIC EM ELECTRIC METER SIGN L.L WETLANDS 0 J TOTAL DISTURBANCE AREA: 42.87 AC SEDIMENT BASIN 4 d 0 DRAINAGE AREATO SEDIMENT BASIN =18.3 DENUDED AREA TO SEDI MENT BASI N = 11.16 VOLUME TO BE DETAINED = (11.16 AC)(1,800 CU.FT/AC) = 20,088 CU.FT SEDIMENT BASIN VOLUMES ELEVATION SQUARE FOOTAGE VOLUME 582 8,987 W m CO)". 583 11,389 10,188 584 12,842 12,116 585 14,416 13,629 VOLUME OF BASIN 35,933 wwwmcaltu g 0 10 20 40 1 INCH = 20 FEET PRELIMINARY - NOT FOR CONSTRUCTION o d 0 N i LL 4 W m CO)". o 0 m N Q 04 Z c/)? � O - O 0o ULu LL W o Z O rn E Z , Lu rl- 0 = LL C'4 J � 00 cp Q c)Q J U �� H LL.I Q Z J 0 L.L Q U L.L 0 J Z F— LU W z p Z 0 N U) Z Cn Z o- 0 0 � � Z z U � `f' z c) w O Z LU Lu Q 0 J 0 Lu Q w U) Q U m z 0 r U U W 0 W 0 It C A /y 6-2017 o C ••F SS S,0••<S :. SEAL i 033448 = p •::S�iNC�• ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE SEDIMENT BASIN 4 PH 2 DETAIL SHEET NUMBER C-312 z J CLLu W J LiqJ C.� 0 0 0 0 H CL 2 in 0 0 v U cn rn mami (D o CD r o Q U rn 00 cu 00 ti 0 o sz N U C M � E UN Cn O 4) a_ I..L MATCHLINE - SHEET 401 MOM 7 II /' j / ��N 12283 C �Az ` 5428 HUDSON CHURCH RO o BILLY RAY DEESE 6�� DB 423 PG 14 I I PIN#: 06021006 T w / E/ / 1 _ \\ \ ZONED: R-40 11 / 0, ROT \\ , NI \ \ N\2ppo\ o. / JAMES R. &EDITH _ ONE / / / / \ / \ N� \ \ 40,047 SF J K. EFIRD m % X /ONE \ N\ \ \ PART OF TRACK 2-C � o? / / C w / - ® PC F FILE 970 O.c a / /0� _ _ 0°' / / \ \ \ \ rno`�\ ��\ \ \ /2�' SEWER \ \ DB 1260 PG 756 - / N�/ o o /0°' / \ \ \ r. N� \�' EASEMENT \ \ PIN# 06042009A m / / / � I / \ \ \ \�6�, 40,006 Sr,0�/ 18\\ / co`D ZONED: R-40 j ONEn\ \ \ p• �gx 0 20 \ / �/ C / \ \ 1\ 40,288 SF \\ 40,004 SF— / &33 EX.PERENNI 0 ✓ COMMONNE /_ _ \ \ 43F \ C OPEN SPACE STREAM I .7TOT I o o r \ \\ j / / / /0�E / I I \ \ 2> BMP #3--7F I �, MIKE McCOY / / / ONS / / / �/ I E ENERGY I \\ \ \X 30.`G�\ 21 / TRACK 3 EX. DRIVEWAY EASEMENT I / / ONS / / I pRU NSMIS ION I \ \ \ ,�Q\" Q, / 40,038 SF 20'SEWERPC G FILE 556 / RIW /\ / \5 g8 FL b, EASEMENT \ PIN# 06042009B / ONE / I 9 Iamu, \ ZONED: R-40 ONS/ TIMOTHY J / . & RENEE 22 \000 \ O B. GALINSKI I w w coo I 15 00 4j.12 k 40,082 SF TRACT 2-D o =o I 41,459 SFc,, \ \ 35' x 35' \ \ / / �� ✓ / PC G FILE 556 I I I m I � / / \ SIGHT DB 1675 PG 881 � / \ r TRIANGLE PIN# e- 090 I I 4 j' �:o� / \ �p�\ \ 1� �� ZONED:ED: R - R-40 I I + I / 82 � \ ' \ / 1a12 � \ 40,087 SF EX. FENCEC C L \ / C / �10� � FEMA FLOODWAY \ o o / 14 44,654 SIF \ \oc,�\ \ / EX. PERENNIAL STREAM 0� / EX. GRAVEL DRIVEWAY I 1 I I \ \ \ / / Np`o, C � � I - N� 0�� 29 9g2 \ \ / - � 1� 00 100 YEAR FEMA \ 10 I i i FLOODPLAIN d)� d) EX. WETLANDS o o I EX. WETLANDS \ X0.40' _ _ EX. INTERMITTENT STREAM X0;5 53�� 69 w r— -j C / O n�� - - ` ` ` _ _ I I I EX. INTERMITTENT I - - - - _ -I - - - STRE EX. PERENNIAL 0 1 -v �� , STREAM Q 23 dx&_ — �� J m 41,478 SF 1 91.49' \� - - ` ` / i //_ �� - — 27.68 \i ✓ w w W \i o . - O 12 (n 1 C MMON III l 1 C \ 9.68' 146.51' I I , OPEN SPACE \ \ I I I I _ ___ �� I BMP #2 I 1-------- \ \ I I I I �Q I I —_—_ --- I I j I I 1 r-- 24----- / 45168 SIF I/ I I 0 W I I I I I I I I I COMMON I 1 rn= I w w OPEN SPACE I 1 N o O I 1 0 0 I I I I 205.00' o 24 BMP #1 I I bi m >& o f I of I I� I 1 0 l I o to 40,8000 SIF 1 1LO W° NI I� I N �I I �I Ico I� I ,� PROP.ceu I � w� IN1 I N I 1 co 16 I---------1 43,274 SF 3 — �MAIL8-QXES J I I 56,726 SF 1 1 of 1 ® I O I I I I 10 I m 1 I_ I 1 1 41,210 SF I 1 41,485 SIF °° 43,004 SF 162.45' _ 1 1 0+ 11 0 12 240.00' EX. FENCE PAUL D. &LISA M. HAYNES - — w I I I 1 40,027 SF I l0 1 41,832 SI 10 DB 6477 PG 194 3+ I I N I 1� 15' SIDE SETBACK PIN# 06024004A rY — — — — — — 1�� a 213.97' o o V L 1 1 I I U UI ZONED: R-40 17 I I 35' x 35' st 0.92' — 158.37' 175.00' ` — SIGHT J 5 I cco 135. TRIANGLE to w 0 coni Lu 0 1T 1 � o cn 25 0 \ 4 ;\ I _ — — l 5 cD 0 �LELAND DRIVE - — 121.13' _16.00' k�^, 040,800 sF WI Lu O '- — 35'x 35' 144.99' 163.90' I _ 16 \ 43,190 SF I I 50' RONT g _ SIGH Aj �t o \ I I O I Y ETBgC TRIAN "LE �7 �k1 _ _ •� 230. I- 40,060 SF IV O I I — — w 5 0 0 91' = ILL -15' SIDE SETBACK J I rnl I I I Im 40,172 SF UI I R I — _ -- — — 195.02' \ 1 240.00- — — \ o I Q 1 1 1 1 0' 'RONT SETBACK I I I �t _ — iTI�I I C I� LLg I I 30 I 29 "'I I —_ I I-------- �c, I I NI W o 40,048 SF 1 I 0 IQ cn _ _ _ _ \ I I I Io C,)/ N1 I 1N 0 J I 40,218 SF I �I IW 4o,s105 SF pml I I �I I I — —, 1 I� co I 1 Q rn 1 I M Ico cnI N I 43,982 SF 27 1 J W m N N 101 I 0 1 0 -- L 40' REARS I I I Q ~ 1 1 I� DI I I IN I 110 1 41,546 SF 1 0 40, 66 SF 1 C) \ 106.64' — ETBACK J L_ Q I I� 1 1 I I x \ 164.34 I wo Q I I -------I I 40'REARSETBACK—J I I IL ---------I L---------DF- 1_6 III II ��--� 3 �—' I 1 3: 195.00' 1 °m° 1 r z -------J �� o IWi 70'x 10' --� 175.00' 182.51' 213.14' _ 225.00' 240.00' _ TO j SIGHT w ��`�� — I 70'x 10' �0o _ TRIANGLE LL % R35' PROPOSED b LL SIGHT w 1 GUY WIRE TRIANGLE _ LOCATION m _ I _ _ _ _ -R/VY--r 0 ----- POTTER RD SRN (60' PUBLIC WWI) �O OJyF IOJ �� X01 SOF �� QHF SHE D OHE OHE � �OHE — �HE— POTTER RD SR 1357 t; (65' PUBLIC R/W) N JAMES F. McCOY ►�� ' r I WILL 89E PG 409 I o 0 P I N# 06042010 ZONED: R-40 QQ /�- I I .� � Q I I I JVP I a �a / / / CHRISTOPHER B. MANUS DB 5696 PG 81 / PIN# 06042011 ZONED: R-40 50'-0" RIGHT OF WAY 25'-0" 25'-0" 2'-0"1 5-0" 1 5-0" 12'-0"1 11'-0" 11'-0" 12'-0"1 5-0" 1 5'-0" 12'-0" CONCRETE CONCRETE � SIDEWALK SIDEWALK 3.1 SLOP 3.1 SCOPE 2% SLOPE 2% SLOPE VALLEY CURB & GUTTER ADDINGTON CROSSING ROADWAY TYPICAL SECTION (SEE DETAIL 3 SHEET C-800) N.T.S LEGEND d 0 SHEET MATCHLINE PROPERTY LINE — — RIGHT-OF-WAY (ROW) — — — — — — — SETBACK ate--• PARCEL LINE . Q CONCRETE SIDEWALK W BACK OF CURB (FC) EDGE OF PAVEMENT (EP) — CENTER LINE OF PAVEMENT STORMWATER EASEMENT SANITARY SEWER EASEMENT FEMA 100 YEAR FLOODPLAIN CREEK — POND WETLANDS - - - 100' PERENNIAL STREAM BUFFER - LANDSCAPE BUFFER 13 LOT NUMBER AND SIZE 40,087 SF INDEXMAPAii N.T.S KIF NOTE: PRELIMINARY LOCATIONS SHOWN FOR RELOCATED POWER POLES. CONTRACTOR TO COORDINATE WITH UNION POWER COOPERATIVE FOR FINAL LOCATION. 0 50 00 200 www.ncoii.org 1 INCH = 100 FEET PRELIMINARY - NOT FOR CONSTRUCTION o d 0 w L: 00 ate--• � 0 o N 000of . Q cq Z_ W �cq a J J co 0 O 0o0u- ui W j)f o Z O � I Z O=Lcq J � O O CD Q � CDQ J co H aLu Q z J O I..L Q U L.L O Z Z Z O O Cn U)) U f v) Z Z O o J 01� Z U Lu Z U w O ~ J (D Q U J `J Q LuJ Lu / 0 J U) Q Lu O Q U m Z 0 CL o' 0 U) Lu 0 Lu a H C A,�� X16-2017 o ,. �� . .......... ••Ess,C % i c SEAL t 033448 • *11111-'4 111 4 ROBERT L. CASH, P.E. INC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE OVERALL SITE PLAN — SOUTH SHEET NUMBER C-400 z J CL Lu W J qJ C.� W 0 0 U cu H CL 2 in 0 0 v U cn rn m ami (D o cu (D 1 o Q U cu 00 66 ti -6 �o o � N U M � E UN O O a_ LL I:I HUDSONCHURCH RD SR 1356 (50' PUBLIC R/W) I, n— — >7--�X— — EX. FENCE — COMMON AREA PC J FILE 178 PIN# 07123187 ZONED: R40 / / I I I I Fs 0/110 % L.HOWARD THACKER DB 3256 PG 594 PIN# 06021004 9� ZONED: R-40 / °° 40,094 SF 100 YEAR FEMA FLOODPLAIN C 3I A oX, 45 \ o O / t yp mU 40,934 SF ��° a < \ �°� / / / COMMON OPEN SPACE BMP #3 40,004 SF KNIGHT & DAVIS CONSTRUCTION GROUP LL DB 6592 PG 494 PIN# 06021003 ZONED: R-40 EX. FENCE LINE PRICE MILL CREEK 01 --A -A C/ LARRY & VIRDI DEESE ��\ FEMA FLOODWAY `� DB 234 330 �ci PIN# 060202 1002 �'�\ / ZONED: R-40 44 d C \ 'PO.L � 40,752. / \ 3� PROPOSED 20' ` \� �/°O' / SANITARY SEWER \ �ASEMENT 11 150' DUKE POWER TRANSMISSION R/W I I -7 EX. PERENNIAL STREAM HUGH E. WHITE, JR. & JAN H. WHITE PART OF TRACK 2-13 & PC F FILE 970 DB 1260 PG 749 DB 296 PG 186 PIN 06042007B ZONED: R-40 MATCHLINE - SHEET 400 co --1 PROP. CBU� \ \ / �6�0° / \ �/� MAILBO/XES $ \\ \ C 1 I \ // \ `L� w 4),306 SF / I 40,929 SF / / \ °°, / \ 162r I1 40,100 SF 40'30 F ! / 50 / / ` ` \ \ \ti 44,818 SF / rn / PROP�SED 10 I \ O \ \ 48 \ O� ON w I I 'OWER POP) �M / I C / / ; 41,044 SF /o/ / 40,26622 SF \ X30 40 \ �O \ / S 42,000 SF X CX. WETLANDS 40,952 SF 32 - _ 44,254 SF\X20 / y� 42,000 SF � �,� 40,00, h 38 40,120 SF 40,171 SF / Z/ // 4 F / 105. L��' `��AV°O �� \ \ \ / / �� ti 00 / C EX. PERENNIAL STREAM 0, 50 S N I ' / 94.23'\ e9 35 1 1 1 Y 40,879 SF C� 40,022 SF 43,433 F EX. POND IPR POSED 2 SA,ITARY SEWER I EASEMENT ' \ '� I SNE/ / 1 ��/' 5428 HUDSON CHURCH ROAD BILLY RAY DEESE �� DB 423 PG 14 a o �q8 SS ONE / PIN#: 06021006 HUDSON CHURCH ROAD TYPICAL SECTION N.T.S 50'-0" RIGHT OF WAY 25'-0" 25-0" LEGEND d 0 SHEET MATCHLINE PROPERTY LINE — — RIGHT-OF-WAY (ROW) — — — — — — — SETBACK PARCEL LINE . C c CONCRETE SIDEWALK W BACK OF CURB (FC) EDGE OF PAVEMENT (EP) — CENTER LINE OF PAVEMENT STORMWATER EASEMENT SANITARY SEWER EASEMENT FEMA 100 YEAR FLOODPLAIN CREEK — POND WETLANDS - - - 100' PERENNIAL STREAM BUFFER LANDSCAPE BUFFER 13 0 LOT NUMBER AND SIZE 40,087 SF 2'-0"1 5-0" 1 5'-0" 12'-0"1 11' 0" 11' 0" 1 2'-0"i 5'-0" 1 5'-0" i 2'-0" CONCRETE CONCRETE SIDEWALK SIDEWALK g.1 SVOPE 31SVpPE 2% SLOPE 2% LS OPE VALLEY CURB & GUTTER ADDINGTON CROSSING ROADWAY TYPICAL SECTION (SEE DETAIL 3 SHEET C-800) N.T.S � ar I N � i i INDEX MAPINN.T.S jk 0 50 100 200 1 INCH = 100 FEET PRELIMINARY - NOT FOR CONSTRUCTION O d 0 �- — w ~�00''0 o 0 N . C c � NC, > Z o W ? p - O 00 U Wo z p , E Zui O=Lc\j J � p O CD Q CDQ J co H Lu 0 E-� Q Z J O L.L Q U O Z � U z z O O z U) U Cf) z Z O o J Z U � � LL] Z U w O ~ J (D Q U J `J Q Lu / 0 ALU U) Q Lu O Q U m M 0 CL elf0 U) W 0 Lu a D C A /y"**,�-16-2017 o '. .� 9- ......• c SEAL t 033448 • ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE OVERALL SITE PLAN - NORTH SHEET NUMBER C-401 \ I ► \\ \ \\ 5,168 SF 0 \ O I I N I of ► U \ \ I ►U) \ \ \\ I ► ujQ \ \\ \ i � � � \ ► I DRY DETENTION #1 I I IN, I I % II IRETAINING WALL ► F .)G / W/ ALUMINUM FENCE (0. IICBU MAILBOXES i 162.45' 0 \� CB 101 - \ 1 00 CB 1 MH 12 S 2+00 S35° 45' 32.501lE ___22' 506.91' j --- +00 MH 11 - n i i i i i i i E I cv < cc" C C o c EL ii 43,190 SF 650 2' VALLEY CURB & 5' SIDEWALK GUTTER W/ 5' PLANTING ACCESSIBLE RAMP (TYP) STRIP (SEE SHEET C-700 DETAIL #1) (TYP.) I I I I I I I I I O I M I I I 40,060 SFi NI I 740,172SF 7 56,726 SF 50' I ► I I N I I I I co MI WI I o I I I I I II 88 RESERVED /W I 8 FOR FUTUREI I I I 41,210 SF I I I THOROUGHFARE I I I I I I — ► SETBACK II ' CB 208 rn � cli S44° 43' 37.45"E 213.97' C, 493.91' a a rL INTERS ' CTION STA. 6+05.36 = STA. 20+34.08 158.37' 4+00 --- LELAND -------------------------- — L 5+00 MH 10 g+00 M — D=8.97LO— 1 o �_ — — L=36.00, R=230.00 EP: 20+34.08 I N CB 2 9 41,485 SF co C) U w w rr2 VJ w A0' rrui VJ 8+00 7+00 S44° 43'37.-� — - (50 RIW) _--1 --- — 493.91 00 159.78' — ^� O PROP. FIRE HYDRANT ► 35'x 35' 38'R ESERVE Q CB 211 SIGHT TRIANGLEI11 R/W FOR 11 � FUTURE I I ► — — — — — — 50' FRONT SETBACK I HOROUGHFAR@— I PLAN I I O I CB 212 I IY Y I ►m ml CB 213 z I co I I o► Ico 1 NI LL "I ip 40048F of I ' u- I r�� L (SEE SHEET C-404) PLAN 0 20 40 80 1 INCH = 40 FEET W Z 144.99' J 2 :35' I -IT TRIANGLE I I I I 30 I I I 40,218 SF I I I I _I 650 0+00 1+00 2+00 3+00 4+00 5+00 PROFILE 0 20 40 80 0 2 4 8 HORIZONTAL: 1 INCH = 40 FEET VERTICAL: 1 INCH = 4 FEET 6+00 7+00 8+00 NOTE: SEE UCPW PLANS FOR DETAILED SANITARY SEWER AND WATER SYSTEM INFORMATION. INDEX MAP N.T.S NOTE: SEE SHEETS C-600 & C-601 FOR ALL CROSSING STORM PIPES AND ADDITIONAL STORM OUTSIDE OF ROADWAYS INFORMATION. -a MH 12 LL. CB 101 . zJ MH 11 CB 102 m U Ll LLI ILL z o 0 MH 10 o��C4 co CB 210 C) Q J LLJ U rn U CB 208 I --I Lu LOoN 1.4 O Q Z C] w m Of W Q > U 0 O 0 z Z U J z Z ZD W O O V) W v) z W0 0 // OL z u- U O Z U w 0� 0 °- %F 2 06J J (O Z W Z I J J J C/) 0 Q Lu Q U m > M Q' OQ0 a' H N d)O� p 1 d)OM U U) 1 Z �O a) 06 1 �� W Q Ll7I _ 0 O N o r W LL t Co O N CAR 0**;16 2017 V M N N co SEAL t 033448 0 ••.....••� ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN n 0 I I U U I I + DESIGNED JW CHECKED RC PROJECT # CALATL1603 IO m OI N O U PLAN & PROFILE - LELAND DRIVE SHEET NUMBER C-402 O m N 11 00 W Z_ Z 11 N+ W O M 11 O Z (n O C1(0 W Z N o 1 W Z — Q LCL LLZ Z 11 U) I LCL LL» N Q m� LCL LL> > Ucnw0-- I mLL» Ucnw0 ZZ co Ucn�O z Ucn Oz z 640 I 1 I I 640 0 00 0 PVI SCV o EX. GRADE 692 4 \ \ 11 1 K: 29.21 c~no � 1 LVC:250.00PR 1 1 QPF M Y� oo 00 HIGH PT. : 5+79.54 1 m� �r--: I I HIUH 11 \� + � r + Q0 m GRADE REAK STA = 0+14.00 U U Q11 > 011 ELEV = 27.300 / \ _ tn /---0_ I iL r- PVI TA: 8+08.06 630 U PVI LEV:628.47 630 $5°�0 / / O C: 75.00 \�� 0 o Lq 00 1 �� sco rn 00° \LO VI STA: co N U / O INV. IN 15" STM CB 211)=628.66 ,44'49<F \ \ 2'3 2/ VI ELEV16 3.20 U / w / OF U > w w K: 21.89 RCp 0 / @ /�-15" S M 4, LO PT. STA: +74.22 INV. I (CB 103)=626.25 10, 04 ri N 0 Tod ` RCP@ W U m m \ 24" STM / I N\V=619.27 / 620 \ / 620 \ / ----------------- SAN ,l l 610 610 V O (O O M r` N M M O O O V O LO N O O O N O N N Ln O r� It O N w N LO N !p 7 N c0 N r` N ch M V c) V c`7 00 M LO co N M CO M O M a) N co co co co co w co co co co co co co to co co co co 0+00 1+00 2+00 3+00 4+00 5+00 PROFILE 0 20 40 80 0 2 4 8 HORIZONTAL: 1 INCH = 40 FEET VERTICAL: 1 INCH = 4 FEET 6+00 7+00 8+00 NOTE: SEE UCPW PLANS FOR DETAILED SANITARY SEWER AND WATER SYSTEM INFORMATION. INDEX MAP N.T.S NOTE: SEE SHEETS C-600 & C-601 FOR ALL CROSSING STORM PIPES AND ADDITIONAL STORM OUTSIDE OF ROADWAYS INFORMATION. 0 o E -a www.nc81l.©rg 0 o E -a LL. N c N N . zJ °° i w (j)0 - m U Ll LLI ILL z o 0 wz rn o��C4 000 QU)Irt:' C) Q J LLJ U rn U I --I Lu 1.4 Q Z J ON Of W Q > U 0 O 0 z Z U J z Z ZD W O J V) 1 v) z W0 0 // OL z u- U O Z U w 0� 0 °- %F 2 06J U Z W Z Q Q J J C/) 0 Q Lu Q U m z O H U U) w 0 W Q 0 CAR 0**;16 2017 ,�J .•O�•�S S%0•�•C SEAL t 033448 0 ••.....••� ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE PLAN & PROFILE - LELAND DRIVE SHEET NUMBER C-402 Lu 0 0 z Q J Lu J Lu J LL. O a z J M O U cu cu E I cv ( cc" C C o ( EL ii 0 coo' N 29 40,815 SF w � 0 I I w _ 0 I I w 1 _ O I I I w _ 0 I O I I 1 w _ O Ico � 1 0)M + U3 + O = O � F- 207 a a Wls Wl = 43' 37 10+00 i--4-� 493.91' I o I 1 I co II I I iw U) I_ I 43,004 SF I I 1 I I I I I I I I 11 I I I I J I 1 I I 135.17' CB 206 L 11+00 ------------- C 40,027 SF 50�FRONT SETBACK 5' SIDEWALK `W/ 5' PLANTING STRIP (TYP.) o 121.13' + — M UI X536° 31' 39.03"E 12+00 d 1 �-I 266.70 --' - `—_ 13+00 I LELAND DRIVE (50'R/W)—I - WAk- 32 92 R=230.00 -Wt�- A=8.20 I I w _ 0 I1 _ I _.,�aC,Y TRANSn 2' VALLEY CURB & GUTTER (SEE SHEET C-406) I o I I 1 I n I I I o 24�_ •� I I I I �I Lli wI o I I I 12 I 50'RIW ____----- I I 41,832 SF I I r o Io O I O I I IN I I I I I II I I I I 26' BclBc I I I I I 35'x 35' I� I 25 �- - SIGHT TRIANGLE CB 215 40,800 SF ACCESSIBLE RAMP (TYP) ! CB 202 0 (SEE SHEET C-700 DETAIL #1) I o o + I O N 175.00' 28, w I o + CB 204 + o - 16 )ON II 6" GATE VALVE I CB 205 ~a 15+0 CB 2031 S45° 11' 25.29"E II I I! I IIMH 7 14+00 - I ly D=8.66 - m 1 0 L- 4.77, =230.00 zo C' - ' 231.44 --- -; M H 6 CB 219 230.91' 195.02' �� 7 PROP. FIRE HYDRANT I LO , 35'x 35' W SIGHT TRIANGLE 'y I 50' FRONT SETBACK ___------I I YI w I I27 Q I I 2$ I I 41,546 SF m I 43,992 SF uj I I Q Lu Y I LQ 6I coIcnI I I 001 Iw �I I I I CB 217 I I 40' REAR SETBACK_ PLAN-�- 0 20 40 80 1 INCH = 40 FEET C(L INTERSECTION240= - - STA. 16+02.66 = STA. 24+90.12 I I I I I -ice (SEE SHEET C-405) NOTE: SEE UCPW PLANS FOR DETAILED SANITARY SEWER AND WATER SYSTEM INFORMATION. -2 CB 207 LL MH 8 �MH N O N N . cu 'CB 2057F� 7 U mLuLL JCB204 W z o cc::), (�CB 203 MI -16 I C�h °L0 co cO Q J U rn ULLI °0 � W M m CNJ c Q Z J _°00 J c0 O O Of N't J (0 ( CD Op J > U 630 (fl 0 11 11 co D 0 Z z 11 O m m M Q 11 11 °O rn O m z 630 O _! U I �U) U) ) z w p// O LL U (4 co Z U w 0 F o- I �i ca I O C Q U z LO O r o N (0 Q w I _I vJ Q W Q U M C) m m (10 I m m o ((j 00 CO z O �M II m m� H M�HUU H 0 + q6�U(�H (0cnZ t IO Of U U) cOm(NOLuZ ZQ N 11 w 0 NQI1u)ZZ N -0 CD U) - Q Q m _ u-> >> 0 m H LL > > > 0000 Z Z m U �_ LL > > > Of0 ZZ m > > 0U)w0 z Ucnof0 ZZ 0 .•O�•�--.S S/00/,,jam SEAL t PVI STA: 11+87.53 S . .****0 ••...... ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE -1.3601r LELAND DRIVE SHEET NUMBER - - - - - 13VrECE-V: 623.32 - K:43.07--� LVC:185.00 I I > -,-- a M0) CD CD + (O \\� + C0 0 J ui �w �w co I > m > 162.71 STM 00 PROP.GRADE \ 1W o + LFX15" F 15" RCP INV. IN(CB 1. 61 20)=622.29 EX. GRADE I I + CO 62011 % I � 1 620 162.00LFOF Q c 18"RCP @ 1.35% \ Y Y w W of m m I w Q QIl u O OF 18,. 8" STM rn Cp INV. IN(CB 219 =610.81 o M 0 + 1 6 \ _ \ PVI STA: 14+71.29 U U PVI ELEV: 607.28 m m K: 21.83 610 \ LVC: 180.00 �� 2 y9°/o 610 "PT. STA: 15+0468 11\LOWCD �C.0 I Lli I 2Lc ✓ 15" STM > wJ OF \ w /� INV. IN(CB 218)= rn (� @3,g o _ 604.78 O C0 (0 O II O H II ol��w?o N I I LUL m 2 , » 50.47LF OF 0U)E0zz ° RCP 1.00% 600 CB 206 �' 600 595 595 CO °0 N N aD (` W Oy 'T N N fl W V m c0 O (D 0) 0� M O O cq O (0 I- (0 (n I-- Ln (0 Ln V W (0 O C0 N O 00 N O m c(0 co co m (0 co (o co (00 (o (o NOTE: SEE UCPW PLANS FOR DETAILED SANITARY SEWER AND WATER SYSTEM INFORMATION. INDEX MAP " N.T.S NOTE: SEE SHEETS C-600 & C-601 FOR ALL CROSSING STORM PIPES AND ADDITIONAL STORM OUTSIDE OF ROADWAYS INFORMATION. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 PROFILE ad 0 20 40 80 0 2 4 8d HORIZONTAL: 1 INCH = 40 FEET VERTICAL: 1 INCH = 4 FEET 0 -2 LL Q 00 ti cs N O N N . cu I= J z 00 U) 5 0 - U mLuLL W z o cc::), wz� I C�h I cO Q J U rn ULLI INDEX MAP " N.T.S NOTE: SEE SHEETS C-600 & C-601 FOR ALL CROSSING STORM PIPES AND ADDITIONAL STORM OUTSIDE OF ROADWAYS INFORMATION. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 PROFILE ad 0 20 40 80 0 2 4 8d HORIZONTAL: 1 INCH = 40 FEET VERTICAL: 1 INCH = 4 FEET 0 -2 LL Q 00 ti cs N O N N . cu I= J z 00 U) 5 0 - U mLuLL W z o cc::), wz� 0=WN 00 o Q U) 0 cO Q J U rn ULLI W Q Z J O Of W Q > U ry D 0 Z z (D Q z z W O _! U I �U) U) ) z w p// O LL U O Z U w 0 F o- �' C Q U z z Q w J _I vJ Q W Q U m z O H Of U U) w 0 L1J Q 0 � 0 CAR "*;-16-2017 0 .•O�•�--.S S/00/,,jam SEAL t 033448 S . .****0 ••...... ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE PLAN & PROFILE - LELAND DRIVE SHEET NUMBER C-403 \ oy \ � C oy i60,Cy�'S' A�e< Cy'Q `s'Q \ y �6 C SEE OFFSITE I IMPROVEMENT PLANS FOR POTTER ROAD WIDENING INFORMATION J ry O O z ry Lu LL Lu J_ LL. O d Z J O v cu U cu 00 M ; Q - E o _ a L 660 a m I I I I Z I50' (LANDSCAPE BUFFER �I I I I�� A I> IZ I n 40,048 SF I to Im �M I> I0 I I I ►I I �I I � I I 15' SIDE SETBACK J I — — — — — — — — — — — — — — — — — — PROP. RELOCATED 35'x 35' FIRE HYDRANT223.62' SIGHT TRIANGLE — — — — — — r — IE cl) - 70'x 10' U ag ' P SIGHT TRIANGLE Oc c: / G) -�2' VALLEY CURB & m XO m GUTTER GU214.34' - -- -- �cl' 18+00 _ N45°116' 22.55"E 19+00 _ _ 20+00� 334.08' FERNWOOD TRAIL (50' R/W) ' �1 o.- — — 1.01 199.91' 5� I ph I O II 3 \ III V--4 35' GUY WIRE - 50' RADIUS �Z LANDSCAPE BUFFER A� — — — — — / — — — — — — — — — — — — — 5' SIDEWALK W� 5' PLANTING STRIP 35'x 35' (TYP.) I I ejWA\ \ I 0 20 40 80 1 INCH = 40 FEET 0 0 0 0 M N n II �00 olo m M 00 0 M t C\ L Lu PC. 5+06.91 PT: 5+42.91 S44° 43'37.45"E 493.91' I I15' SIDE SETBACK L--------------- - — — — — — — — — — — — — — — I — — — — — 325.91' — — — — — w _ ' ;mu zI=-j< cm D A U >m� m 30'STREAM SETBACK FROM TOB EX. WETLANDS CL INTERSECTION 270.43' STA. 6+05.36 = STA. 20+34.08 I I I I II I III 41,2100 SF II I II I II I I I I I I , 660 i i CB 212 CB 211 CB 210 LLL - co co �-+ ti rn N O C) N N N cn m \ , rnl � I i I � f I o�� I N 00 NIO M I N �0N of zf� w 0 = w N N V 00 � cu�N ILLI (0 �1 iwlZII �N N�eMII Q J CO Lu 00 II N W L ZO(OW II 0 CO O= mLLw>> �LL LL > U(n(if Oz0wx0zZ UUJQOzZ O J O O CDO I I I 0 + O O0 I I 650 < Z �- U 650 z Z ZD W O LL U) Y V) z WO// o � w O Z U w m Q U z z w J JV 0 Q W Q U Of wI I I W Q z O EX.GRADE 0 m z CEJ N Of U U) +O O N w w 0 N II J Lu Q I < r— ----�— \ \ ¢ � co Yo Y 0, Qa PVI STA: 17+75.00 / \ \ \ Q � w L6 m �lj"#0 -\\A CAR **;-16-2017 .•O�•�S S/0.,. PVI ELEV: 639.98 �/ I \� I m ui ROBERT L. CASH, P.E. NC LICENSE No. 033448 / K: 29.94 13-16-2017 DRAWN p'I Q JW CHECKED RC i LVC: 98.00 SHEET TITLE PLAN & PROFILE - of U C-404 1.36%00� oor U' \ 640 \ \ /N N M + m �w \ 640 +- �w U m U w co I I I m w co M 6 PROP. GRADE co °0 63 o 6i PVI STA: 19+34.08 U U PVI ELEV: 632 61 m}m K: 17.90 II LVC: 141.0 Lqrn 3.12% LOW PT. STA: 19 46.52 LOW PT ELEV: 6 3. / o m + (o ow CN U U> > w w 630 �JT8T-6LF OF 15"630 51 ° RCP 5" 1.00% 15" STM INV.=629.85 � o w Zw Q > a o 0 L7j Ly' 622 622 0 0 0 C 0 V o O V v V V 00 It M V It �� co V M (O (D (O (O (O (O to (O i i it LLL - co co �-+ ti rn N O C) N N . cu cn m \ , rnl � I i I � f NOTE: SEE UCPW PLANS FOR DETAILED SANITARY SEWER AND WATER SYSTEM INFORMATION. INDEX MAP " N.T.S NOTE: SEE SHEETS C-600 & C-601 FOR ALL CROSSING STORM PIPES ANC ADDITIONAL STORM OUTSIDE OF ROADWAYS INFORMATION. 17+00 18+00 19+00 20+00 21+00 IlL• PROFILE 0 20 40 80 0 2 4 8 -- - I HORIZONTAL: 1 INCH = 40 FEET VERTICAL: 1 INCH = 4 FEET o 0 � LLL - co co �-+ ti rn N O C) N N . cu Jzoo U) O � XQ� w U 'L Z T- L z o 0 of zf� w 0 = w N LL O 0 O Q U)�- Q J CO Lu 00 L O= 7Q Z J O U 0 � O O0 Z Z �- U � z Z ZD W O LL U) I V) z WO// o � U O Z U w 0 Q U z z Q w J JV 0 Q W Q U m z O H CL Of U U) w 0 Lu Q 0 �lj"#0 -\\A CAR **;-16-2017 .•O�•�S S/0.,. SEAL t 033448 0 ••...•.••� o ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE PLAN & PROFILE - FERNWOOD TRAIL SHEET NUMBER C-404 ui ry 0 J Lu LSI J_ LL. O LL Z J LO C7 U cu c I-- o ( EL ii SEE OFFSITE IMPROVEMENT PLANS FOR m POTTER ROAD WIDENING INFORMATION 0 o m = + m N L co I 21--39 o LO _ cy) I U) 0 w o F- m 0- I I to S m to I i J Go SEE SHEET C-403 ' o , N ICD CD co m 27 I m 3 50' 0 Icn > 41,546F �O IU IU LANDSCAPE I m I I m I m BUFFER I co W I m I I , W I� > � > 12 W ID z I� 41,832 SF In CD K: I I , r B 204 I , c6 218 D I I �z I I I I 10'x 70'SIGHT PROP. TRIANGLE I 35'x 35' I FIRE HYDRANT I I < m 35' x 35' ' I SIGHT TRIANGLE I g 20 I SIGHT TRIANGLE 15' SIDE SETBACK , -------------I �. I 50'FRONTSETBACK .� I F� L--------------- 155.58' C 28, I GLL r — — 17500' vv N 4° 48' 34.71 "E 807.86' C _ I 10' x 70' SIGHT II TRIANGLE I II 50' LANDSCAPE BUFFER w I �I N 0 0 0 �I I � I 23+00 21) 24+00 — — � 169.75' — — ACCESSIBLE RAMP (TYP) (SEE SHEET C-700 DETAIL #1) 26 40,766 SF MAP.[ � - 25+OOEP: 16+02.6 CB 20 50, R/W 170.00' 4 INTFRGFCTION 2.66 = STA. 24+90.12 26+001 SELMA DRIVE - ----j 26' i --- ZONT SETBACK I 25 I 40,800 SF PLAN 1i 0 20 40 80 1 INCH = 40 FEET 0I �I 0 mI cn m 27+00 N 0 v, I 0 ILn DRY o DETENTION Iw A I o CD m W z O f� 0 H LLIC4 0O N N I> C) ¢ J LLJ U U I � I I I I MAP.[ � - 25+OOEP: 16+02.6 CB 20 50, R/W 170.00' 4 INTFRGFCTION 2.66 = STA. 24+90.12 26+001 SELMA DRIVE - ----j 26' i --- ZONT SETBACK I 25 I 40,800 SF PLAN 1i 0 20 40 80 1 INCH = 40 FEET 0I �I 0 mI cn m 27+00 N 0 v, I 0 L DRY co co �-+ ti 0) DETENTION #2 Q0 CD I U W z O f� 0 H LLIC4 0O N N W C) ¢ J LLJ U U d') Ll I --I Lu W CB 201 28+00 V J CB 214 Q Q Z LO + — •— — 170.00' u — _ — 00 2' VALLEY CURB & N `5' SIDEWALK GUTTER W W/ 5' PLANTING 7 STRIP z (TYP. ) IN _ A r— -- ----I to I I Q I I I N C 0 o 0 C) U W W U) W ��W VJ 00+ N W z J 2 U I— NOTE: SEE UCPW PLANS FOR DETAILED SANITARY SEWER AND WATER SYSTEM INFORMATION. i ==�C INDEX MAP N.T.S NOTE: SEE SHEETS C-600 & C-601 FOR ALL CROSSING STORM PIPES AND ADDITIONAL STORM OUTSIDE OF ROADWAYS INFORMATION. 22+00 23+00 24+00 25+00 26+00 27+00 28+00 IL - - 1 PROFILE 0 20 40 80 0 2 4 8' _ ' i I � 1 INCH = 40 FEET 1 INCH = 4 FEET HORIZONTAL VERTICAL 0 0 0 O L LL co co �-+ ti 0) N O � N CN'V .� z 00 J U) O 0 XQ� in U '� W z o 0 W z O f� 0 H LLIC4 0O N N OJ o Q Zn 0� t:' C) ¢ J LLJ U U d') I --I Lu O= Q Z J CN N + W MH 21 MH 6 Q O Z II U z N Z ZD p U) U 1 �U)) U) ) z Lu p O J � Z � � O I I p o— �- 0,50 Q U zz Q w J J 0 Q W (n Q U m z O Y CL Yr Of U U) 620 Lu wN Lu Q 620 0 w II m(fl ,,,��1111111 N C A R 16-2017 0�C /,,jam Of J II o 033448 • '•..G1NE;�� 0 ••.....••C' / ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW 01 CB 2 PROJECT # CALATL1603 SHEET TITLE PLAN & PROFILE - SELMA DRIVE SHEET NUMBER C-405 OLU LO N CO 0 CD CD CD N LO (.0 O' EX. GRADE o °' N O II m m [ U U I r+ -Io PVI STA: 23+02.66 - - - - _ 1 PVI STA: 24+97.43 mN(0UzZO " > > > U cn w O z z z 2.250 �' PVI ELEV: 610.97 PVI ELEV: 610.00 K: 20.52 / \ -1,-2.8400 K: 25.47 LVC: 65.00 \ LVC: 85.00 CO N OW PT. STA: 23+32.48 C° c� m � HIGH PT. STA: 24+75.15�M O v'o- 610 o LOW PT ELEV: 610.18 L6 o 0.50% co HIGH PT ELEV: 610.83 ai o N _+.(o 610 (0 - v'� +_o LO - \ N Lii U N Lii U N U (A > N U U) > PROP. GRADE >m >w mm wLu m w 1 200.14LF OF 18" RCP @ 0.59% \ \ 18" STM --------- \ INV.IN(CB 17)=605.81 INV. \ 18" STM -/ I - --- _--� �--'-/--- IInv=604.28 18TE OLF OF 30" RCP -- - J @ 0.76% 600 600 15" STM C° Inv=600.92 Lu j Of J -i W _cli f� 0 N N � Lr)O _z C) O W' CI9 Z Q O J O O 0 CIO (ID O 00L6 �_ W ,i- N N �_ MO d) N O NO J W N Q O 8 N N CO O fn 11 N COO co CO CO ON(O� Z N Q pN(fl W z Z N II — O w >O z Q LL mIU�LL»> UU) LYLL z UcnO?zz CB 216 � CB 202 590 590 w zQw 0 J Lu > d J UPI Lij 585 585 cy) L- O rl� V OR 0') C7 o 0T Cb V (O N CO (O r Lri M N n (O LI7 N (fl (A (O N 1- 0 (O 0 N 0 U.) 0 N 0 N 0 (0 CO (O cc CO (0 CO Co (0 (O CO (O (0 (O C) U W W U) W ��W VJ 00+ N W z J 2 U I— NOTE: SEE UCPW PLANS FOR DETAILED SANITARY SEWER AND WATER SYSTEM INFORMATION. i ==�C INDEX MAP N.T.S NOTE: SEE SHEETS C-600 & C-601 FOR ALL CROSSING STORM PIPES AND ADDITIONAL STORM OUTSIDE OF ROADWAYS INFORMATION. 22+00 23+00 24+00 25+00 26+00 27+00 28+00 IL - - 1 PROFILE 0 20 40 80 0 2 4 8' _ ' i I � 1 INCH = 40 FEET 1 INCH = 4 FEET HORIZONTAL VERTICAL 0 0 Li (p L LL co co �-+ ti 0) N O � N CN'V .� z 00 J U) O 0 XQ� in U '� W z o 0 W z f� 0 H LLIC4 0O OJ o Q Zn 0� t:' C) ¢ J LLJ U U d') I --I Lu O= Q Z J NO Q W U Q O Z � U z J Z ZD p U) U 1 �U)) U) ) z Lu p O J � Z � U � O z U w p o— �- 0,50 Q U zz Q w J J 0 Q W Q U m z O CL Of U U) w 0 Lu Q 0 ,,,��1111111 N C A R 16-2017 0�C /,,jam SEAL t 033448 • '•..G1NE;�� 0 ••.....••C' / ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE PLAN & PROFILE - SELMA DRIVE SHEET NUMBER C-405 i i w ry 0 Q J W Lu J_ LL. O z J a CD 0 U cu cu (0 0 N 23� I MH 20 O \ I o \ ` LO \ I \ \ � CB 30 M PM se, p 87 IIS I 13 O� I I 40,087 SF I cn it I w i I i I 35'x 35' I i SIGHT TRIANGLE I / CB 304 4i '6 '00. 2 4- 709 49, Rs �3p' . 00 30+00 � \ 2 — - H4 0 U W W //2 U) W ��W VJ C) 00N W Z J 2 U C� G 620 I / I / I 0 / I I / I / I I / I c I� 1'10 w NI'l EX. PERENNIAL STREAM I — J ^r N —_—_ �A> + M 0.0 O _ N Lu + 220.E �8. W M 31+00 N17° 32_ 0 273.79' 33+00 33 30 32+0o SELMA DRIVE i W — INTERSECTION STA. 33+29.95 = STA. +81.07 n ti� C� 209.78' PLAN 0 20 40 80 1 INCH = 40 FEET CO C 1 5' SIDEWALK W/ 5' PLANTING STRIP (TYP.) 2' VALLEY CURB & I GUTTER CB 30 IBC B 307 I 2g' — I I I MH 14 I — - 2 ( SEE SHEET C-407) 620 MI -15 MH / 4 CB 601 0 ____ ---------------�' ROP.n Q 00 �-+ ti rn N cq N N I FIRE HYDRANT I �II, � 35'x 35' O SIGHT T RiANGIL + ISEE SHEET C-602 FOR I (h 1^ co I (CULVERT ACCESSIBLE RAMP (TYP) � I O M (T C c0 O IPLAN AND PROFILE (SEE SHEET C-700 DETAIL #1) I 22 0� R I I 40,082 SF � II O CAw U _ I PLAN 0 20 40 80 1 INCH = 40 FEET CO C 1 5' SIDEWALK W/ 5' PLANTING STRIP (TYP.) 2' VALLEY CURB & I GUTTER CB 30 IBC B 307 I 2g' — I I I MH 14 I — - 2 ( SEE SHEET C-407) 620 MI -15 MH / 4 CB 601 CB 602 www.ncgll.©rg LL Q 00 �-+ ti rn N cq N N co Nco O O i U) ::) w U 'L W z o 0 W z H LLI C4 M I^ W I (h 1^ co C) Q J LLJ U U d') � I O M (T C c0 O Lor CO m LO O m II , ; O Zfl CM II m II O= II O CAw U co N M 67 W Z) ctoocn�n� Z O mQ co z 0 z CU J in L'L > > co > > I..L LO Z Q W 0cnOf0z z 0cn0�0z? rn w I..L 0 O 06 C'4 Z Q � � U z } M of Z ZD p M 11 V U) U I U) z W 0 O I Q l7) 610 � U � O Z U w F- U) Y Y� 610 O Q U Z Z Q w J w Q U m iLL1 2' z O ' m m5 W 11 H CL 0 Q> Of U U) Of w 0 � CDJ Lu Q 0 / C A R 0**;16 2017 SEAL t 033448 0 ••.,./.••C v/ ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 3-16-2017 i I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE PLAN & PROFILE — SELMA DRIVE SHEET NUMBER C-406 / / \ \ ' EX. GRADE 600 \ \ /' 600 PVI STA: 30+50.00 \ \ PVI ELEV: 596.22 / K: 20.31 / \ LVC: 95.00 \ LOW PT. STA: 30+56.72 7 LO 7 \ �� PROP. GRADE 24" STM Inv=596.87 o LOW PT ELE 596.76 \ +LO + LO \ Cl) Lu M W \ ; -U \ fw15" RCP @ 60% 105.14LF> \ W \ / 15" STM / Inv=595.03 24" STM / Inv=593.71 \ \ 590 \ / / 590 \\ R K /,,--(2) 60" STM CULVEF T J Inv=582.28 580 580 M N LVZ 1� N M N � N 0 o m a) ) rn o m o 0 (O w Lo Lo LL') Lo O Lo O (0 29+00 30+00 31+00 PROFILE 32+00 0 20 40 80 0 2 4 8 HORIZONTAL: 1 INCH = 40 FEET VERTICAL: 1 INCH = 4 FEET 33+00 NOTE: SEE UCPW PLANS FOR DETAILED SANITARY SEWER AND WATER SYSTEM INFORMATION. INDEX MAP " N.T.S NOTE: SEE SHEETS C-600 & C-601 FOR ALL CROSSING STORM PIPES ANC ADDITIONAL STORM OUTSIDE OF ROADWAYS INFORMATION. O E 0 N -a L L www.ncgll.©rg O E 0 N -a L L LL Q 00 �-+ ti rn N cq N N . wzoo i U) ::) w U 'L W z o 0 W z H LLI C4 000 Q U) 0� t:' C) Q J LLJ U U d') w O= z J O I..L Q W U I..L 0 O Z Q � � U z J Z ZD p C) U) U I U) z W 0 O J � Z � U � O Z U w ti O Q U Z Z Q w J JV Q Lu Q U m z O H CL Of U U) w 0 Lu Q 0 C A R 0**;16 2017 SEAL t 033448 0 ••.,./.••C v/ ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 3-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE PLAN & PROFILE — SELMA DRIVE SHEET NUMBER C-406 o ( EL ii / 41,459 SF / \ 0 0 CD pp CD pp M I I I I I I I I 43,633 SF I 60 I �I i 17 40,004 SF "'I I 95•9�8' I rL INTERSECTION TA. 33+29.95 = STA. 36+18.93 130.25' �`�8 � C, - - - - - - MH20 23� _ 15' SIDE Sa 6 1,1 \ tiT FT 44,654 SF I r — \ I \\ 110I� I \\�� IU) \9\ I o \�qc \� I> \ n o 620 YI D -a L ml MH 20 uI W LL. uj co N N N WI I �I . uj z co 18 40,006 SF rn WCD z 0 N o wz� I 0' FRONT SETBACK V 2' VALLEY CURB & GUTTER — — _ — — 139.00' 19 40,047 SF I 20' ----�{ UTILITY EASEMENT 35+00 36+00 M m MH 14 37+00 38+00 S72° 27' 53.43" �— ry EP: 33+29.95 MICARLTO CN OURT co ~ 526.18 �n cz N bN W1S W1S B 30 2$ B 30_7�783' �oR2 ` �7 — —131u10 co \ / / 35'x SIGHT TRIANGLE I PROP. FIRE HYDRANT 35'x 35' 3 ACCESSIBLE RAMP (TYP) SIGHT TRIANGLE I 26' B /BC I I (SEE SHEET C-700 DETAIL #1) 50' /W I w S SIDEVVALK W/ 22 13 I oo I 5' PLANKING 40,OC F 40,087 SF I Q + I STRIP g co �N I (TYP.) C) wCD 3 �4 O I I CD I N M I ( SEE SHEET C-406) PLAN N 0 20 40 80 1 INCH = 40 FEET 0 CD LO N Ap OL PERENNIAL STREAM / N la 1 \ W I \ 39+00 3 26 \ oRETAINING WALL \ o WAP,LUM!NUM FENCE \ \ S 0 CB 302 �co \ is \ 40,288 SF CD / 21 \ MH 3 \ �C 40,038 SF C rC 620 Q0 D -a L MH 20 LL. uj CB 304 i N N N . uj z �CB 303 XQ� wULL WCD z 0 o wz� I 0=WN I � I I / I 20' ----�{ UTILITY EASEMENT 35+00 36+00 M m MH 14 37+00 38+00 S72° 27' 53.43" �— ry EP: 33+29.95 MICARLTO CN OURT co ~ 526.18 �n cz N bN W1S W1S B 30 2$ B 30_7�783' �oR2 ` �7 — —131u10 co \ / / 35'x SIGHT TRIANGLE I PROP. FIRE HYDRANT 35'x 35' 3 ACCESSIBLE RAMP (TYP) SIGHT TRIANGLE I 26' B /BC I I (SEE SHEET C-700 DETAIL #1) 50' /W I w S SIDEVVALK W/ 22 13 I oo I 5' PLANKING 40,OC F 40,087 SF I Q + I STRIP g co �N I (TYP.) C) wCD 3 �4 O I I CD I N M I ( SEE SHEET C-406) PLAN N 0 20 40 80 1 INCH = 40 FEET 0 CD LO N Ap OL PERENNIAL STREAM / N la 1 \ W I \ 39+00 3 26 \ oRETAINING WALL \ o WAP,LUM!NUM FENCE \ \ S 0 CB 302 �co \ is \ 40,288 SF CD / 21 \ MH 3 \ �C 40,038 SF C rC 620 Q0 D -a L MH 20 LL. uj CB 304 i N N N . uj z �CB 303 XQ� wULL WCD z 0 o wz� 0=WN OOJo Q U) O� t:' Q J CO Lu W co u co Q Z co J O D TB3 O 0 U I Q � Z O O z J U ry r Q Z ZD H c- Y U U)o I U) z w M CD o °>� O. z LjL U co 11 N rnoo� Z U w c W I �rn Q v J U Y Z Z Q w V V O J J c/) Q W cMo n MLn 0? ED CO (n I m M N M Ln mE,BE, �o z O +�mc� �Io�UU� I �H 11 j W 11, co cc GRADE BREAK STA = 34+14.00 v� CD uj 0 M coo L z z p cl)M �� Z O co p II ELEV = 607 200 M II LL– O > 0 M Q 1 < w Q \\ LL C, rn� �•O�•�SSjO•C•C /,,,i °oH—�zzz Ucn�O_-- 033448 U �0 NC LICENSE No. 033448 O 13-16-2017 X \ DESIGNED JW UcA�O zZ PROJECT # CALATL1603 00 p PLAN & PROFILE - CARLTON COURT SHEET NUMBER C-407 0Lu Q co J I Q w �o EX. GRADE I o 610 CB 305 _ ---- -- <0) Lu�__ m� _�--__ .4 N + M Mm 610 00 C07 II 00 LO W II <uj _ II N I N (o 06 rn cui00 -2.00% cl) v+ N m I \\ w � of -12.50% 4, 7� coo M � ri H U ~ \ \ I m m LO m� 11 w PVI STA: 35+12295 \ \ 011 0 00 PVI ELEV: 603.9 j \ Q � jj > m K: 20.29 K z LVC: 59.44 \ \ ;c \ I 04 1.14% PROP. GRADE I U GRADE BREAK STA< 39+12.18 I \� \ co W ELE 598.720 U> W J 600 W -1.10% U 600 UP 56.85LF OF 24" RCP @ 1.40% I 2.00% 186.17LF OF 12.50% 24" STM 24" RCP @ 1.10% I nv=598.46 46.03LF OF 24" RCP @ 1.00% 24'S I I\A Inv=595.55 Q Q W W 0 w J Cut) 0 U 590 UP 590 V Ln a) (0 co 1—(0 00 I� V CN r O r— N (a O N c) (17 cJ V h M O N a) 00 m M W � ( (0 co co � (0 � 34+00 35+00 36+00 37+00 38+00 39+00 NOTE: SEE UCPW PLANS FOR DETAILED SANITARY SEWER AND WATER SYSTEM INFORMATION. INDEX MAP " N.T.S NOTE: SEE SHEETS C-600 & C-601 FOR ALL CROSSING STORM PIPES AND ADDITIONAL STORM OUTSIDE OF ROADWAYS INFORMATION. PROFILE 0 20 40 80 0 2 4 8 - 1 HORIZONTAL: 1 INCH = 40 FEET VERTICAL: 1 INCH = 4 FEET 0 O E D -a L LL. uj Q 00 rco N N N . uj z J 00 U) O XQ� wULL WCD z 0 o wz� 0=WN OOJo Q U) O� t:' Q J CO Lu W O Q Z J O D Q O 0 U � � Z O O z J U ry z Q Z ZD U U)o I U) z w 0/ O O. z LjL U O Z U w 0 o- ^� I..L C v J U Z Z Q w J J c/) Q W Q U m z O H CL Of U U) W 0 W Q 0 N C A R16-2017 �•O�•�SSjO•C•C /,,,i SEAL t 033448 ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE PLAN & PROFILE - CARLTON COURT SHEET NUMBER C-407 SEE OFFSITE IMPROVEMENT PLANS FOR HUDSON CHURCH ROAD INFORMATION rL INTERSECTION STA. 40+24.88 = STA. 71+29.10 i ate_ V ��sF \ � �px �® / O i/0000, N s?iso 0S, -SS`S7 \,'v \ 40,929 SF PROP. FIRE HYDRANT \ rn , I 1 O (-4--9))\ N 40,952 SF \ 41,044 SF I � IN / / I I 50' FRONT SETBACK MH 31 N / 5 SIDEWALK W/ ri / <O�� , 5' PLANTING 257.41' 0') MH 27 LO / 1979 'est \ STRIP 2' VALLEY CURB & (TYP.) GUTTER 0- / \ ` \Oo oo �I 199.20' — CB 409—= _ MH 28 0 FtWy50 0 000� 1\6 / / 31 / / / 40,328 SF l Ci / \\ 0, d ~\ \ \ MH 29 44+00 S23° 31'57. 100. 43+0 — i248.53 1OQ 99, W1S W1S W1S W1S 44,254 SF / / 120.40' MH 31 MH 30 \ CB 408 � MH 29 I, I I I I 40,17133 SF N O C) N N I �I CD CD SO O p � J 00 U) I I 0 I PLAN 0 20 40 80 1 INCH = 40 FEET 46+00 45+00 GRAME DRIVE 0 m %.,o -+u .- 112.32 140.00' � I \ I N \ I I 0'o I 40,022 SF \ \ \\ C) \ 34 I o 1 \ \ 40,250 SF I I I \ \ I \ \ I I I� CB 405 \ X 36 \\ \\ 43,433 SF \\ �000A v v/ / v > v� \ ,r D C) r Z m r...F V , O loo--% VJ m m U) 2 m m n i C) NOTE: SEE UCPW PLANS FOR DETAILED SANITARY SEWER AND WATER SYSTEM INFORMATION. MH 31 MH 30 \ CB 408 � MH 29 CB 407 MH 28 CB 406 MH 27 CB 405 N O C) N N a' O CD CD SO O p � J 00 U) Q' LO co N O O Q' Ln to LO Z Lu o o O OO m O M O II II 67 O O 0 o QU)0� t:' I O oI -t (0 W m m MCMLO O{ O OM 4 LO, Lq I� O IILO II w N II 11 N ca CO v(Dto 00 c 0vcoCD � Z ZO D Z O v 0U) C:, C/)ZZ� CO LL > m H » > z m LL > > m Q LL>>> _i Q U(00 O0 Ucnof0zzz Ucn0�O?? 0cnof0ZZz O W \ 62C¢ (D z Z ZD O 620 co I V) z W 0 J x0 O. L LL U � wp Z U w 0 °- I I C Q U Z Z Q w J Jv) Q W I Q U m I m� I H CL Lu II Of U U) 0> ui 0 Lu Q O�J 0 Oui I I � I I CAR 16-2017 I EX. GRADE 033448 I I 6'F0—� co v-• / i �// ----------------- --------------M I I `—__—-------- � JW —� I 610 — .0 PLAN & PROFILE - GRAMERCY DRIVE SHEET NUMBER C-408 — — — — —CD wI PVI STA: 41+59.03 — — — — — — — — ---- PVI ELEV: 606.41 4u>) K: 58.23 PROP. GRADE LVC: 150.00 co u') O O I M0 - I + Uj U -0.49% I > 199.43LF OF 18" RCP @ 0.60% I 160.06LF OF 24" RCP @ 0.60% 600 99.161 18" STM 0 Inv=600.56 18" STM Inv 599.31 0 O 2 U U Z O cn 0 Z) Lti 590 590 O O V N N LO M M N O I� M V N m V' CO ti L1') N 00 O Il _O 00 CO 7 to r to O O V 00 co O ( O O O O O (D O D C) r Z m r...F V , O loo--% VJ m m U) 2 m m n i C) NOTE: SEE UCPW PLANS FOR DETAILED SANITARY SEWER AND WATER SYSTEM INFORMATION. INDEX MAP" N.T.S jk NOTE: SEE SHEETS C-600 & C-601 FOR ALL CROSSING STORM PIPES AND ADDITIONAL STORM OUTSIDE OF ROADWAYS INFORMATION. 41+00 42+00 43+00 44+00 45+00 46+00 47+00 PROFILE 0 20 40 80 0 2 4 8 i I 1 INCH = 40 FEET 1 INCH= 4 FEET 0 o E -a L LL 0) N O C) N N / � J 00 U) O 0 XQ- w Z Lu o o INDEX MAP" N.T.S jk NOTE: SEE SHEETS C-600 & C-601 FOR ALL CROSSING STORM PIPES AND ADDITIONAL STORM OUTSIDE OF ROADWAYS INFORMATION. 41+00 42+00 43+00 44+00 45+00 46+00 47+00 PROFILE 0 20 40 80 0 2 4 8 i I 1 INCH = 40 FEET 1 INCH= 4 FEET 0 o E -a L LL 0) N O C) N N . z � J 00 U) O 0 XQ- w Z Lu o o CZE Z H LLI C4 0O 0 o QU)0� t:' C) ¢ 00 LLJJ w Q W z O _i Q Q U H U O W z Q (D z Z ZD O w I V) z W 0 J x0 O. L LL U � O Z U w 0 °- 7F C Q U Z Z Q w J Jv) Q W Q U m z O H CL Of U U) ui 0 Lu Q 0 CAR 16-2017 SEAL t 033448 S . '� ��••:�GINE;;• 0 � ••...... ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE PLAN & PROFILE - GRAMERCY DRIVE SHEET NUMBER C-408 M V ' L 44 co I 00 0 m 0 + MH 26 a W1S e2_4 63.14 48+ p V_8 0 \{�y ' 0.00 ' v 1173 CB 404 00 O 1 U W W 2 W ��W vJ Lf� W Z J U CQ G M ; SZ - E o _ a L 620 i 48 I 40,262 SF 2' VALLEY CURB & GUTTER 214.90 _ M H2 5 49+00 o I T— 120.00' ~ 5' SIDEWALK W/ 5° PLANTING STRIP (TYP. ) FIF 40,1 (SEE SHEET C-410) \ �- I I� Iq L to m I um) I I CB 501 mI m FEMA 100 YEAf . y / m 47 DRY DETENTION #4 FLOODPLAIN / n CB 502 / 40,100 SF I CBU MAILBOXES z I / RETAINING WALL 3 J W/ ALUMINUM FENCE �l ACCESSIBLE RAMP (TYP) I < 9, (SEE SHEET C-700 DETAIL #1) I aol Z 9s92 �/ o // 50' FRONT SETBACK NI N 00 35' x 35' N SIGHT TRIANGLE PROP. FIRE HYDRANT 139.00' 50+00 GRAMERCY DRIVE N 0 0 m m I � I I � I � I I S82' 50' 13.05"E 51+00 — 446.43 120.00' rL INTERSECTION STA. 51+58.03 = STA. 54+0.00 39 42,000 SF PLAN N 0 20 40 80 1 INCH = 40 FEET 0 CD — LO m i LL 35'x 35' SIGHT TRIANGLEf— \ CB 505 CN QL \L0 / _ w MH 24 MH 23 \ \ 52+00CB 401 53+00 5 28 \ --7+ -in _CD � CB 402 ' IZ \ \ 120.00' m U6 \ 98.32' 0 01\ Lr)o ` \ / 40,306 SF \\ \ \ m 42,000 SF 44,818 SF \ \ \9\ ��PG\L-/ / 620 M( H 26 CB 404 MF 25 v, CCB 403 LL LL www.nc8lto1ru N � N N . cu z CMF 24 CB 402 MH 23 co m � LO Wz rn Oo/�� LL O 0 O Q U) ll' t 00 CO Q J U rn ULu � � I Lu � W z O _i Q U U 0� (0 �0 W z Q (D z _ O w I V) z �� 0 �� ao �o �m LLC) O Z U w 0 �- �, � �� C Q U ZZ Q W J � v W Q U m �I LS Z O cn � � ON II 0, 11 LO cov °) II CO m II H Z I Q (6c, .6 CD 0 n W II Lu pl CO Y X) Q H I p�CIO wZ w 0 O U U p�(c) H w w Q N� Lu D Lt7�UZO J Q f- w' LL ZQ V I w Z Q 11 U m i m� n 0 C A R��-16-2017 �•oF•�SSiO•C•` m H w>> SEAL t ' m H L L> >> IN ****`4 ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 LL J I HK � L L>> JW CHECKED RC PROJECT # CALATL1603 w I I GRAMERCY DRIVE U(nofOz? C-409 U(AOO? ZZ cn�Ozz D u Q> OfJ 111 LuO O i 610 Z > I 610 J J Z w _ Q m _ — Z = w + In cn �U) I N P -STA: 49+13.57 m PVI ELE\7 -6.0\74 11 K: 52.93 < LVC: 150.00 EX. GRADE Yln LLo O� co m — --C (b N O� Q �� co CD 00CD min + (O 00 + m (fl Lu V w I V w \ m w --- > 00 c7 600 1 15" STM PROP. GRADE 63LF OF 24" RCP 0.60% Inv=597.26 \ 133.78LF OF " 24 RCP @ 1.10% 3'32% PVI STA: 51+79.55 PVI ELEV: 593.91 K: 20.25 '��AI N LVC: 79.55 - � N OW PT. STA: 52+07.00 m 0.61% 253 pS�F ul) LOW PT EL_4.11 OF 3p ro0i I � u')\ 2.00°% -8-SAN RCP @285j w w12.50% 12.50 I --®ei ;m ;> ED w 590 590 X36" STM I _ Inv=588.10 582 582 N O q CA N O OT LO 1� 00 rl� 1- (0 CA Il Lf) Ln O N (0 N -,1- (fl 00 0 m 0 Ln 0 N 0 N o (T m CT rn (fl m LO m V' 0) N rn V m (O Cfl (O CO CO In Ln In LO V) m LO 48+00 49+00 50+00 PROFILE 0 20 40 80 HORIZONTAL: 1 INCH = 40 FEET 51+00 0 2 4 8 VERTICAL: 1 INCH = 4 FEET 52+00 53+00 NOTE: SEE UCPW PLANS FOR DETAILED SANITARY SEWER AND WATER SYSTEM INFORMATION. INDEX MAP " N.T.SZIF NOTE: SEE SHEETS C-600 & C-601 FOR ALL CROSSING STORM PIPES ANC ADDITIONAL STORM OUTSIDE OF ROADWAYS INFORMATION. -2 LL LL www.nc8lto1ru N � N N . cu z cu 00 J U) O XQ� w U 'L W z o 0 Wz rn Oo/�� LL O 0 O Q U) ll' t CO Q J U rn ULu � � I Lu W z O _i Q U U 0� O W z INDEX MAP " N.T.SZIF NOTE: SEE SHEETS C-600 & C-601 FOR ALL CROSSING STORM PIPES ANC ADDITIONAL STORM OUTSIDE OF ROADWAYS INFORMATION. 0 o E -2 LL LL www.nc8lto1ru N � N N 0 o E -2 LL LL c �-+ ti N � N N . cu z cu 00 J U) O XQ� w U 'L W z o 0 Wz rn Oo/�� LL O 0 O Q U) ll' t CO Q J U rn ULu Lu W z O _i Q U U 0� O W z Q (D z Z ZD O w I V) z W0// 0 OL Z LLC) O Z U w 0 �- �, C Q U ZZ Q W J Jv) Q W W Q U m Z O H U cn w 0 w Q 0 0 C A R��-16-2017 �•oF•�SSiO•C•` SEAL t ' 033448 IN ****`4 ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE PLAN & PROFILE - GRAMERCY DRIVE SHEET NUMBER C-409 E I C13 ( cc" C of EL ii (SEE SHEET C-409) ----------- 350.00' I — — — — — — — — — — — I 'L INTERSECTION STA. 51+58.03 = STA. 54+00.00 N I0 0 0 40 42,000 SF — — — — — — — — — — — I CB '- 350.00' �IN 620 50' k/W I FIRE HYDRANTI l SIGHT TRIANGLEI CDO Ln 15_SIDE SETBACK— , --------I 208.42' C � - - — CB 502 N7° 09'46.95"E °) — o W M H 24 22 607.038' co n CB 501 CB 505 a®o W 500 0 o_ PROP.CBU LO MAILBOXES CB 401 W 400 35'x 35' RETAINING WALL SIGHT TRIANGLE r — N 0o DRY DETENTION #4 1 0 0 _ I CD o co 1 � I N I w I V I PLAN 0 20 40 80 1 INCH = 40 FEET 46 40,004 SF 137.00' IN N ICD0 I 1 L FOUNTAIN LANE 171.00' \ 2' VALLEY CURB & GUTTER 5 SIDEWALK 5' PLANTING RIP /P.) 43 40,094 SF 45 40,934 SF 94.30' f:0 I I I I I 50' RESERVED I FOR FUTURE �I THOROUGHFARE PLAN �I I I I (ED 888' ACCESSIBLE RAMP (TYP) 1 (SEE SHEET C-700 DETAIL #1) 1 — 50' FRONT SETBACK Im m Icn m , v 1co 1 03 I> I Iw I I m y 03 03 40, 52 SF II 1 620 CMH�24) LLI> CB 505 i------ I I 15' SIDE SETBACK 350.00' CB 503 M 3H 2 - ! CB 504 N O N N MH 33 z i U) °° w O 0 XQ- w U W 'L z o 0 + CD W z IPLLI C4 Q 0 0 o U) � ¢ J CO Lu Lu 0 0 CO I --I 0 00 W ° m o - 0= I � cn (n cn m I 1110M co > 47 >I �Q--) 11196' B/BC J O 40,100 SF ----------- 350.00' I — — — — — — — — — — — I 'L INTERSECTION STA. 51+58.03 = STA. 54+00.00 N I0 0 0 40 42,000 SF — — — — — — — — — — — I CB '- 350.00' �IN 620 50' k/W I FIRE HYDRANTI l SIGHT TRIANGLEI CDO Ln 15_SIDE SETBACK— , --------I 208.42' C � - - — CB 502 N7° 09'46.95"E °) — o W M H 24 22 607.038' co n CB 501 CB 505 a®o W 500 0 o_ PROP.CBU LO MAILBOXES CB 401 W 400 35'x 35' RETAINING WALL SIGHT TRIANGLE r — N 0o DRY DETENTION #4 1 0 0 _ I CD o co 1 � I N I w I V I PLAN 0 20 40 80 1 INCH = 40 FEET 46 40,004 SF 137.00' IN N ICD0 I 1 L FOUNTAIN LANE 171.00' \ 2' VALLEY CURB & GUTTER 5 SIDEWALK 5' PLANTING RIP /P.) 43 40,094 SF 45 40,934 SF 94.30' f:0 I I I I I 50' RESERVED I FOR FUTURE �I THOROUGHFARE PLAN �I I I I (ED 888' ACCESSIBLE RAMP (TYP) 1 (SEE SHEET C-700 DETAIL #1) 1 — 50' FRONT SETBACK Im m Icn m , v 1co 1 03 I> I Iw I I m y 03 03 40, 52 SF II 1 620 54+00 55+00 56+00 57+00 58+00 PROFILE 0 20 40 80 0 2 4 8 1 INCH = 40 FEET 1 INCH = 4 FEET HORIZONTAL: VERTICAL: 59+00 60+00 NOTE: SEE UCPW PLANS FOR DETAILED SANITARY SEWER AND WATER SYSTEM INFORMATION. 0 INDEX MAP" N.T.S jk NOTE: SEE SHEETS C-600 & C-601 FOR ALL CROSSING STORM PIPES AND ADDITIONAL STORM OUTSIDE OF ROADWAYS INFORMATION. o CMH�24) CB 505 CB 501 CB 503 M 3H 2 - M 0) CB 504 N O N N MH 33 z i U) °° w O 0 XQ- w U W 'L z o 0 W z IPLLI C4 Q 0 0 o U) � ¢ J CO Lu CO I --I W 0= 0� 00 1110M J O J O Z J � v W I c� O V LO N LL7 0 Z N O O co Q U N 0 V z cos V N rLo O U) MIS r m m II N Z r N LO M p r 0) II I z V r 0 p N r Ln (D z O Z ZD II ~ + M 0 LL I + N U U Z ° U 1 Lo II + V L �'cn ° z w 000 CD II +CO (0 �o J 0. L LL U O z U w II cn � ��LLO C Q U C, II z W Z Q LO O 0 J —j c/) Q W Q U m w z V) 2E z Lo I H CL mw> 0cno_0— mH�l�i» UcnO?z- L' 0 c O?— I mu- Ucn[if Oz w 0 610 Lu Q I I � 0 I 610 CAR �'*,;-16-2017 �•oF•�SS%�•C• SEAL t 033448 ROBERT L. CASH, P.E. o DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE PLAN & PROFILE - FOUNTAIN LANE SHEET NUMBER C-41 0 o Lri + + + L o LO I I I I O I cn CD OQ I I Y Y w Lu � m II CO w II wll p p cn Q CD ii Q U CD I GRADE BREAK STA = 5( 93.04 ED w II I ELEV = 7.474 p jj p U 600 (D _ ____ — 0 600 EX. GRADE i PVI STA: 57+75.00 U PVI ELEV: 596.31 —\ I �� K: 110.28 Q I LVC: 150.00 O' p �� \ I �' oo ` o r; ° 0.53 /0 2.00% m ` M + `\�� / oo rn / 12.50% rn v In �� +LO � LO +LO �� Co -Lo-LU— O-w— — ——/ 3. Lu > > PVI STA: 55+15.23 PVI ELEV: 591.39 — — PROP. GRADE cii Iii j — — — — cii j — — — — — — — �2% 00 w m K: 32.88 ° 1.89 / > m > w LVC: 165.00 LOW PT. STA: 55+35.45 Co rn I LOW PT ELEV 592.36 + (O LO @ 1.50% wU OF 24' R CP 147.00LF 590 ,>ZwP @1.25% 590 C @ 0.62% 117.9 f Lr - 24" STMT Inv=587.54 585 585 CI' N m OImLn CO Lfl N r*-: O O h N O CO (0 O M M N V 00 O (0 O N CO CD rn V rn V) rn N m cc rn M m O o V m Il- rn (O m LO rn (O rn c0 rn f- rn V) V) LO u') LO LO (0 LO LO LO LO Ln LO LO 54+00 55+00 56+00 57+00 58+00 PROFILE 0 20 40 80 0 2 4 8 1 INCH = 40 FEET 1 INCH = 4 FEET HORIZONTAL: VERTICAL: 59+00 60+00 NOTE: SEE UCPW PLANS FOR DETAILED SANITARY SEWER AND WATER SYSTEM INFORMATION. 0 INDEX MAP" N.T.S jk NOTE: SEE SHEETS C-600 & C-601 FOR ALL CROSSING STORM PIPES AND ADDITIONAL STORM OUTSIDE OF ROADWAYS INFORMATION. o 0 -a LL. - M 0) N O N N . z i U) °° w O 0 XQ- w U W 'L z o 0 W z IPLLI C4 Q 0 0 o U) � ¢ J CO Lu I --I W 0= Q Z J � W Of Z Q Q U z O Z z (D z O Z ZD O LL U 1 �U) U) ) z w 000 J 0. L LL U O z U w 0 o- � C Q U z W Z Q Q 0 J —j c/) Q W Q U m Z O H CL Of U U) w 0 Lu Q 0 CAR �'*,;-16-2017 �•oF•�SS%�•C• SEAL t 033448 ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE PLAN & PROFILE - FOUNTAIN LANE SHEET NUMBER C-41 0 U) J Lu 0 z O H U Lu Of Lu z N U as U) J H w 0 z O H U Lu ctfLu z M U E a, as a, Ni o cu CD o co Q U cu 00o ti N m - U c M � E U o a_ LL L=181.15 R=38.00 A=273.13 4- 2' VALLEY CURB (D \ O 5' SIDEWALK rM 5' PLANTING STRIP N N PT STA 0+77.60 26.12' Lt 624.89 m B/C ELEV. = 625.88' CIO L=34.14 13)c a R=42.00 cNo co N A=46.57 m � /W_ a 5 6 B/C ELEV. = 625.17' �-625.8625.83 LELAND rM DR E V -3 - 1+00 N N - rL 2.2% 624.89 m ui cri LO CIO U 13)c a (0(c C°CO cNo co N LELAND DRIVE m � _ A.89� 635.95 - a 635.84 - 635.23 GL 0 � PT STA 5+64.36 13.00 Rt 5' p d rn o B/C ELEV. = 635.83' `90. p PT STA 6+46.36 13.00 Rt PT STA 1+08.09 13.000 F / B/C ELEV. = 625.17' L=34.14 'n U m R=42.00 O A=46.57 6 09.62 PT STA 0+77.60 26.12 Rt C0 ' B/C ELEV. = 625.88' 26 LELAND DRIVE CUL-DE-SAC - PLAN VIEW ?® 609.28 'I ( 5' SIDEWALK 0 5' PLANTING STRIP 1O 38' RESERVED R/W FOR FUTURE T THOROUGHFARE PLAN 50' PUBLIC R/W 3 3 30 �I 26' BC/BC 0 00 PT STA 17+51.34 13.00 Rt 639.61 61 639.61 PT STA 17+56.47 13.00 Lt 639.44 B/C ELEV. = 640.07' 639.44 35 x 35 B/C ELEV. = 639.95' ir, 35 x 35 SIGH -TI / 639.58 0 639.58 SIGHT TRIANGLE X30 639.86 639.86 TRIANGLE I / w I 50' / Q LANDSCAPE 70x10 \ BUFFER SIGHT Q, 0 30 (TYP.) TRIANGLE / o O t �I O 70x10 \ SIGHT j � z TRIANGLE / ` I W 1 u- 1 L=46.10 R=28.00 ,� L=43.21 _ \� A=94.33 I R=28.00 - A=88.41 =28.00 A=88.41 3^ � 9- R �o / STA 17+00 PATER RD SR 1357 / (65' PUBLIC R/W) POTTER ROAD & FERNWOOD DRIVE INTERSECTION - PLAN VIEW \ I \ I 16 5' SIDEWALK _ 5' PLANTING STRIP PT STA 34+77.60 26.12 Lt B/C ELEV. = 604.66' I 17 1001* 604.66 S" PT 34+77.60 R=42.00 L=181.15 p A= .57 R=38.00 A=273.13 PC STA 35+08.09 13.00 Lt 5.5% B/C ELEV. = 603.42' 34 0604.64 35+00 603.52 v _ C _ 0 607.70 607.45 605.75 -� r� N D IL - 38i CARLTON COURT PC 35+08.09 1 STA C ELEV. 603.42' PC 35+0 o L=34.14 R=42.00 A=46.57 .000 PT STA 34+77.60 26.13 Rt B/C ELEV. = 604.65' Q, 13 I a CARLTON COURT WEST CUL-DE-SAC - PLAN VIEW It 88' RESERVED R/W FOR FUTURE THOROUGHFARE PLAN 5' TA 6+05.36 STA 20+34.08 C 5' PLANTING STRIP r 5' SIDEWALK R/W, r M V O co 0 �v v� 000 cn PC STA 38+18.09 13.00 Lt 5' ui cri LO U +00 39+00 (0(c C°CO 6+0a LELAND DRIVE m � _ A.89� 635.95 - M om 635.84 - 635.23 GL U J PT STA 5+64.36 13.00 Rt p d rn o B/C ELEV. = 635.83' `90. p PT STA 6+46.36 13.00 Rt N o M M Ce) LO LO U0 m 0p,,, B/C ELEV. = 635.11' 'n U m J � O O SIGHT 50' PUBLIC R/W 6 09.62 GRADE BREAK C0 TRIANGLE 26 635.50 609.28 5' 6.75' m N r-- 0) 0� B/C ELEV. = 610.61_ O 00 O N uti I R/W �r�►t ��2/jy L=43.98 / R=28.00 00 A=90.00 3° o L=43.98 co R=28.00 35 x 35 \ A=90.00 SIGHT TRIANGLE I \ 1 Of 0 O B/C ELEV. = 634.44' PT STA 19+93.00 13.00 Lt O B/C ELEV. = 634.44' I Z I � 35 x 35 30 C 3 3 LL ( SIGHT TRIANGLE � 3 0 138' RESERVED R/W FOR THOROUGH ARES PLAN URE 50' PUBLIC R/W LELAND DRIVE & FERNWOOD TRAIL INTERSECTION - PLAN VIEW �® 5' SIDEWALK 50' PUBLIC R/W 5' PLANTING STRIP 27 26'B C/BC 26 wi PT STA 22+52.50 13.00 Lt 3 I 3 B/C ELEV. = 611.31_ o, STA 2 13.00 Rt B/C ELEV.. = 6111..33' 1. 610.95 r 610.95 B/ = L-43.94 610.78 610.78 35 x 35 SIGHT 50' R=28.00 I 610.92 610.92 TRIANGLE LANDSCAPE 35 x 35 A=89.91 611.21 611.2 3� BUFFER SIGHT / / 1 \� L=43.56 (TYP.) TRIANGLE -per �' 70x10 SIGHT TRIANGLE > R=28.00 0 A=89.14 \ 70x10 SIGHT J � � TRIANGLE W _ ' PC STA 22+23.81 40.58 Rt B/C ELEV. = 610.78' ,�cb `900 PC STA 22+24.50 40.96 Lt I B/C ELEV. = 613.51' O STA 22+00.00 POTTER RD SR 1357 (65' PUBLIC R/W) I I POTTER ROAD & SELMA DRIVE INTERSECTION - PLAN VIEW B/C ELEV. = 599.30' 00, L=34.14 R=42.00 A=46.57 .5. � 5' SIDEWALK 5PLANTING STRIP COMMON OPEN SPACE m m 1599.87 599.04 98.97 599.19 Z) N 0 0o M0 CARLTON COURT 2p% co m LO I- 0 0 0 o L=34.14 L=181.15 R=42.00 R=38.00 '�% A=46.57 A=273.13 ° 5' W Nis W1S � W1S .78 20 PC STA 38+18.09 13.00 Rt 0 B/C ELEV. = 599.67' PT STA 38+48.49 26.12 Rt B/C ELEV. = 599.35' CARLTON COURT EAST CUL-DE-SAC - PLAN VIEW\ I 50' PUBLIC R/W 26' BC/BC 609.40 609.40 PT STA 25+31.12 13.00 Lt 609.17 609.17 B/C ELEV. = 609.95' 609.31 � I 609.31 12 609.66 m 609.66 o , 0 35 x 35 3p SIGHT/ TRIANGLE 0 PC STA 15+61.66 13.00 7 Lt 0 B/C ELEV. //60.2_' Co 43 -i-R/w--� R=.90 co 0 IAfWW.IIC$M.oro 000 cn PC STA 38+18.09 13.00 Lt 5' 0 0 &1 � B/C ELEV. = 599.67' O� U +00 39+00 U CO 599.76 599.12 COMMON OPEN SPACE m m 1599.87 599.04 98.97 599.19 Z) N 0 0o M0 CARLTON COURT 2p% co m LO I- 0 0 0 o L=34.14 L=181.15 R=42.00 R=38.00 '�% A=46.57 A=273.13 ° 5' W Nis W1S � W1S .78 20 PC STA 38+18.09 13.00 Rt 0 B/C ELEV. = 599.67' PT STA 38+48.49 26.12 Rt B/C ELEV. = 599.35' CARLTON COURT EAST CUL-DE-SAC - PLAN VIEW\ I 50' PUBLIC R/W 26' BC/BC 609.40 609.40 PT STA 25+31.12 13.00 Lt 609.17 609.17 B/C ELEV. = 609.95' 609.31 � I 609.31 12 609.66 m 609.66 o , 0 35 x 35 3p SIGHT/ TRIANGLE 0 PC STA 15+61.66 13.00 7 Lt 0 B/C ELEV. //60.2_' Co 43 -i-R/w--� R=.90 Cn I 25 00 STA 24+55.37 N � STA 16+02.66 ELAND DRIVE 16+0 OL 10.75 5' PLANTING STRIP GRADE BREAK 610.37 9p pp'' I > � I 5' SIDEWALK L=43 Q /w --%7R= 00 J N i 0 IAfWW.IIC$M.oro 5' : LL N _ W H m (0 � rn 'A=90.0 1- 'C o 0 CO CV . C STA 15+61.66 13.00 7 R\ CU c/) r- 0 00 LO B/C ELEV. = 609.52' to ONO N 0 00 00 000 0 CO(O (0 (0 L U m J � O O SIGHT 50' PUBLIC R/W 6 09.62 CO C0 TRIANGLE 26 609.28 d m N r-- 0) 0� B/C ELEV. = 610.61_ O 00 O N Lu I of 00 00 of - PLAN 0 0 00 Q0 Q0 1.0 5' Z Cn I 25 00 STA 24+55.37 N � STA 16+02.66 ELAND DRIVE 16+0 OL 10.75 5' PLANTING STRIP GRADE BREAK 610.37 9p pp'' I > � I 5' SIDEWALK L=43 Q /w --%7R= 00 J N i 0 IAfWW.IIC$M.oro : LL N _ W H m (0 � rn 'A=90.0 1- 'C o 0 CO CV . C STA 15+61.66 13.00 7 R\ CU c/) 3 B/C ELEV. = 609.52' to O 00Lu U 0 LL 26' BC/BC � z , Lu O=LLN 27 \ 35 x 35 J � O O SIGHT 50' PUBLIC R/W Q � TRIANGLE 26 H PT STA 24+49.12 13.00 Rt B/C ELEV. = 610.61_ Lu I I LELAND DRIVE & SELMA INTERSECTION - PLAN ? VIEW 17 18 5' SIDEWALK 5' PLANTING STRIP R/W - - - - - - R/W 5' 5' . 00 V N M M N N N N N CARLTON COURT STA 36+18.92 0 0 0 0 0 0 00 STA 33+29.95 co co (0 (0 m 0 0 `° 36+00 mN 602.53 - �� - 0 6 - 601.51 601.40 - � M �- a N 00 co GRADE)BREA M NL N N N 04601.62coo coco coo coo9 rc, 5, 5 =43.cn R/W R= 00 r- =4 T R/w A=90.0 o > R- 8.00 \ co M D =90.0 PT A 36+59.92 13.00 R PT STA 35+77.92 13.00 Rt 50 C ELEV. = 601.54' B/C ELEV. = 602.33_ coo M � I � 22 \ 600.66 600.66 / 35 x 35 600.47 600.47 LO 35 x 35 SIGHT 600.38 o, 600.38 SIGHT 13 TRIANGLE 600.47 0 600.47 I TRIANGLE 0 PC STA 32+88.95 13.00 Lt 3 IC° 3 B/C ELEV. = 600.90_ I PC STA 32+88.95 13.00 Rt 26' BC/BC B/C ELEV. = 600.78' 50' PUBLIC R/W SELMA DRIVE & CARLTON COURT INTERSECTION - PLAN VIEW LEGEND EXISTING PROPOSED -R/W- RIGHT-OF-WAY (ROW) PROPERTY LINE - - - - - - - SETBACK FLPARCEL LINE CONCRETE SIDEWALK FENCE PAVEMENT STRIPING FACE OF CURB (FC) BACK OF CURB (BC) CENTER LINE OF PAVEMENT STORMWATER EASEMENT 12'-0" 2'-0" 2'-0" 5-0"5'-0" VALLEY & SIDE WALK CURB ASPHALT ------ ACCESSIBLE RAMP ADA RAMP GRADING C-411 SCALE: NTS 0 10 20 40 1 INCH = 20 FEET PRELIMINARY - NOT FOR CONSTRUCTION o8 N i 0 IAfWW.IIC$M.oro 0 10 20 40 1 INCH = 20 FEET PRELIMINARY - NOT FOR CONSTRUCTION o8 N i 0 : LL N _ W H m (0 � rn o 0 CO CV . C � N (V > Z o CU c/) J J � ::) 0 O 00Lu U LL W j)f o Z O � z , Lu O=LLN J � O O Q � c)Q J U �0Lu H Lu Q Z J O Q U) U I..0 0 Q z U C) (Q z ' z O U) J Cf) z p o U f3roo z C45 U z z v w 00 Q W U Z Q W W 0 -jCJS Q Lu Z - Q U m z 0 i= a U U W 0 Lu Q 0 ♦`��,N • C A /y*** -16-2017 �i ♦` ......'. �4. S S,0 ••<S% SEAL t 033448 = • N • �S ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE INTERSECTION & CUL-DE-SAC DETAILS SHEET NUMBER C-41 1 11 R -_ 597.96 I 0To R �o G) -n Ole o 5' PLANTING STRIP 597.72 m m z 5' SIDEWALK I Z R38' \ R50 \ 0 O C 45 z D \ 59+33.05 23.84 Lt B/C ELEV. = 597.12' B/C ELEV. = 596.87' U) J_ Q W 0 Z 0 i= U W ry W H Z_ M V U as U) J_ Q W 0 z O H U W ctfW z_ M U E a, as aD Ni (D o m c7 , o Q U co L0cu 00 ti -6 o 0 (V U c M � 03 E U(6 o a_ LL LO z r PT STA 59+26.22 2 Z / B/C ELEV. = 597.12' 0 m C) 0 LOrn LO rn PC STA 58+98.91 13.00 Rt B/C ELEV. = 596.87' I 26' BC /BC 50' PUB IC R/W N FOUNTAIN LANE CUL-DE-SAC - PLAN VIEW i L=34.14 R=42.00 A=46.57 -R/W -/ B/C ELEV. = 594.30' B/C ELEV. = 594.04' d o 594_15 ° _ +564.35 \S° � n O w � �A7 O GRAMERCY DRIVE W H 00 cmn r- o txtL=34.14 R=42.00 �d CU CU c/)? A=46.57 /'61 3 O 0oui 0u MAILBOXES AREA W o z O , Of ZLu O=L� J � p O OHE Q of O Q J co ui i / 50' PUB IC R/W OHE / Q 26' BC/BC OPEON SPACE J j PC STA 54+41.00 13.00 Lt I Q U) f U B/C ELEV. = 593.60' - 593.10 �? 593.10 W O 593.27 rn 593.27 PC STA 54+41.00 13.00 Rt U �Q^ V1Lu LO Z B/C ELEV. = 593.60' z O m U/ 593.40 593.40 \ z Q O U f3roo z 593.31 593.31 z z ULu \ o O o �' Z = W ( U z Q LU Lu U) H� f p6ON STA 40+24.88 fi� STA 71+29.10 Z - i U m -n pC 35 x 35 �5 SIGHT TRIANGLE R� SR SIGHT M 0 co �0 PUBL�I�w� 0 TRIANGLE �� "' elfU U) / W 0 0 Opp 00 z - 610.85 _ G) A y - < = c ��Ww- L=43.98 D z \ R/W O A c o R=28.00 m 5' 4t o m m r A=90.00 C A R** X16-2017 � ;' ESS/ ••• / � �� 610.64 D °j m r D SEAL t O 190. *11111-'4 1114 ROBERT L. CASH, P.E. wl� 610.75 L=43.98 608276 DATE p gyp,, o,n �, o0 DESIGNED JW • 8.94 n R=28.00 609.21 PC STA 51+06.73 13.00 Lt CALATL1603 c' rnrn rn t o & ® R=28.00 0 A=90.00 B/C ELEV. = 596.20' 51+00 LO Lo 52+U P c rn A=79.68 < - �L- 00 - 594.99 - ----CL-594.20L- -.00.- 7 �. _ .�� 596.33 u, 94.14 n W PC STA 39+43.94 13.00 Rt m GRAMERCY DRIVE PC STA 51+88.73 13.00 Lt o m o n B/C ELEV. = 609.25' B/C ELEV. = 594.08' C6 4 ) Lp 0 LO ul) PC STA 39+43.94 13.00 Rt B/C ELEV. = 609.14' 609.22 3 STA 54+00.00 _609.22 609.06 I STA 51+47.73 5. 31 q� 1 609.07 609.09 609.22 51 R/W R/W 609.09 I 5' SIDEWALK S SIDEWALK 608.77 5' PLANTING STRIP 39 40 26' 5' PLANTING STRIP 50' RW HUDSON CHURCH ROAD & GRAMERCY DRIVE INTERSECTION - PLAN VIEW ® GRAMERCY DRIVE & FOUNTAIN LANE INTERSECTION - PLAN VIEW* 11 R -_ 597.96 I 0To R �o G) -n Ole o 5' PLANTING STRIP 597.72 m m z 5' SIDEWALK I Z R38' \ R50 \ 0 O C 45 z D \ 59+33.05 23.84 Lt B/C ELEV. = 597.12' B/C ELEV. = 596.87' U) J_ Q W 0 Z 0 i= U W ry W H Z_ M V U as U) J_ Q W 0 z O H U W ctfW z_ M U E a, as aD Ni (D o m c7 , o Q U co L0cu 00 ti -6 o 0 (V U c M � 03 E U(6 o a_ LL LO z r PT STA 59+26.22 2 Z / B/C ELEV. = 597.12' 0 m C) 0 LOrn LO rn PC STA 58+98.91 13.00 Rt B/C ELEV. = 596.87' I 26' BC /BC 50' PUB IC R/W N FOUNTAIN LANE CUL-DE-SAC - PLAN VIEW i L=34.14 R=42.00 A=46.57 -R/W -/ B/C ELEV. = 594.30' 12'-0" 2'-0" 2'4" 5'-0"5'-0" VALLEY & SIDE WALK CURB ASPHALT - ------- ACCESSIBLE RAMP 17 1 ADA RAMP GRADING C -412_j SCALE: NTS �4 / 5' SIDEWALK 5' PLANTING STRIP / \-,N��61 / / 53+00 3+28 594.97 .595.21 R/W PT STA 52+50.13 26.12 Rt B/C ELEV. = 594.30' PT STA 52+50.13 26.12 Rt 41 B/C ELEV. = 594.04' GRAMERCY DRIVE CUL-DE-SAC - PLAN VIEW L=181.15 R=38.00 A=273.13 LEGEND EXISTING PROPOSED -R/W- RIGHT-OF-WAY (ROW) PROPERTY LINE - - - - - - - SETBACK FLPARCEL LINE CONCRETE SIDEWALK FENCE PAVEMENT STRIPING FACE OF CURB (FC) BACK OF CURB (BC) CENTER LINE OF PAVEMENT STORMWATER EASEMENT Iori B/C ELEV. = 594.04' d o 594_15 ° _ +564.35 \S° � n O w � �A7 GRAMERCY DRIVE W H 00 cmn r- 0 o 0 � CV txtL=34.14 R=42.00 �d CU CU c/)? A=46.57 /'61 12'-0" 2'-0" 2'4" 5'-0"5'-0" VALLEY & SIDE WALK CURB ASPHALT - ------- ACCESSIBLE RAMP 17 1 ADA RAMP GRADING C -412_j SCALE: NTS �4 / 5' SIDEWALK 5' PLANTING STRIP / \-,N��61 / / 53+00 3+28 594.97 .595.21 R/W PT STA 52+50.13 26.12 Rt B/C ELEV. = 594.30' PT STA 52+50.13 26.12 Rt 41 B/C ELEV. = 594.04' GRAMERCY DRIVE CUL-DE-SAC - PLAN VIEW L=181.15 R=38.00 A=273.13 LEGEND EXISTING PROPOSED -R/W- RIGHT-OF-WAY (ROW) PROPERTY LINE - - - - - - - SETBACK FLPARCEL LINE CONCRETE SIDEWALK FENCE PAVEMENT STRIPING FACE OF CURB (FC) BACK OF CURB (BC) CENTER LINE OF PAVEMENT STORMWATER EASEMENT Iori o d Mina www.nc#H.org 0 0 10 20 40 1 INCH = 20 FEET PRELIMINARY - NOT FOR CONSTRUCTION o d N i 0 LL W H 00 cmn r- 0 o 0 � CV . 'I- Z CU CU c/)? � co 0 O 0oui 0u - W o z O , Of ZLu O=L� J � p O Q of O Q J co ui F� Lu T Q Z J O Q U) U Q W O 0 z U �Q^ V1Lu Z z O m U/ J Cf) z Q O U f3roo z C45 U z z ULu o O Q �' Z = W ( U z Q LU Lu U) 0 Q W Z - Q U m M 0 i= CL elfU U) W 0 W a 0 4t C A R** X16-2017 � ;' ESS/ ••• / � �� OF % = SEAL t 033448 *11111-'4 1114 ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE INTERSECTION & CUL-DE-SAC DETAILS SHEET NUMBER C-412 c co ai 0) E2 ca =a co c� a> 0 0 C) cu 3 c m a cv c 0 0 0 L9 U C/) rn m ami (D o m (D o Q U I` CD u cu0 00 o ci N U C M cu a `3 E U N O O a_ LL MATCHLMIE S EET ic-�0� I: ONE MATCHINE-� IET 5011 I I I I / / / /// / / / / / l , / 66 -610 �j��\ o IEX. PERENNIAL � 71 LF STREAM, - / v //-�I I ll��GWALL640E v v S16 �0 / �0 PAD LOT- 2 60 ��VA 105 F �/ �I �- yI� I y 1 // /H - \ \\ `I =\ LOT 16 RETINING WA L I \ \ \ \ \ / / / i� .- I \ n PAD = 608.95 GOA 02 \ 0 19 11 I I I I \\ \V A EX. DRIVEWAY EASEMENT LOT 15 N PAD = 610.30 � / / ROPOSE TREE NE III I \ V A \ V A \ \ / / 5, �/ / / / / / / / - o /\ 59 \ g \/ J '77 JVID / I I 1 I \ V A �Xj r�E4CE/ / \ may v,� 60 - 1I LOT 1a P _ � ��/ __ __-��j\\\ \V �• I I I I I I \ o \10 \ \ PAD 609.90 EX_- . P--ER-E= NN�IA\jLv vSTREAM TREAM / U, j �N5 61EX. GRAVEL DRIVEWAY o�,�f \\ \ VA " ! - \\ \ \ \\\\\ \\\\\\\ \\\ I LQ _EX (NTEF�ENT // - -STREAM_ - / 620/ //// �� -. __cn p - %� _ �� \� \ ESE. - // \_ - i� - - 5 = AND -- // /// W owe -/ \\ �- -�/---�--I f0 -�LSj - EXWETL S -\ r /j/ - INTERMITTENT STR - 1 �� / //// , / 6 `'i ri/lam �_� /�-i -_ - �' / LOT 23 Q PAD 606.15 I \ \ \ \ \ \ \ \ \ \ / iii/ � / f r �� --\ = --• - -_ \ � _ f_ -- -� ,� / � \ - - - -% - - - - - � - _ - - � \\ \ \\ \ \\ \ - Lu 777 20 -_-605\ 610 I 10 \ \ \ 62 -I / ! / ; I �� \ I- / / �� I / \ \ \ \ \ \ \ \ \\\ \\ \ �= I \� 4 LQT24 / \ \ \ \ \ I / \ \ f�'AD 610.40 X \ \ \ \ \ o\ \ \cp\ \ \ \ \ I LOT 5 PAD = 630.55 I LOT 8 / EX. FENCE \ \ \ \ \ \ \ \ \ \ \ 12 J 32 / \ - o- --_ I I \ \ \ \ \ \ \ 4CRAWL / A 3 LO i L&4 G PAD = 630.35 PAD = 32.05 I u' PAD = 632.50 LO POT 1 AD - 632.55 _ L , L -7 --_ - �c� %-�-�_ R/W PROPOSED 7:7- �_ EX. 18" RCP; -- --- - - _ INV = 623.76 TTE: IPNV = 624.79 /\ / / - / ' � R R� SR 1357 (50 PUBLIC R/W) LOT 25 D=612.70 \ LOT 26 I \ \ \ \\ \ 1\ \ 11111111\ I\III D-612.90 I A \ \ I I I I \III I I l \ \ \\ \\ \ VII I =/602.2,2 600---- _595- -� LEGEND d 0 SHEET MATCHLINE PROPERTY LINE -R/W- RIGHT-OF-WAY (ROW) ADJACENT PARCEL LINE RIGHT-OF-WAY (ROW) - - - - - - - SETBACK PARCEL LINE X FENCE LINE W 0� o z O BACK OF CURB (FC) Of I Lu rl- O=LLF C'4 EDGE OF PAVEMENT (EP) - CENTER LINE OF PAVEMENT CD Q J U a) EASEMENT OHE OVERHEAD POWER LINE H OVERHEAD POWER STRUCTURE FEMA 100 YEAR FLOODPLAIN FEMA FLOODWAY CREEK - POND - DITCH CENTERLINE LANDSCAPE BUFFER Z RETAINING WALL CONTOURS STM STORM PIPE C/) RIPRAP HEADWALL Z TREELINE Q STREAM BUFFER WETLANDS n 2 W CONCRETE SIDEWALK LOT 28 PARCEL NUMBER AND PAD ELEVATION PAD = 625.45 z GRADING NOTES 1. TOPOGRAPHIC SURVEY & BOUNDARY VERIFICATION BY GPA PROFESSIONAL LAND SURVEYORS, DATED JULY 2016. 2. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REPRESENT THE TOP BACK OF CURB ELEVATION UNLESS OTHERWISE NOTED. 3. EXISTING AND PROPOSED CONTOURS ARE AT ONE FOOT INTERVALS 4. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, TRENCHING, OR OTHER LAND DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND LIMITS OF DISTURBANCE. 5. CONTRACTOR TO COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR AND NCDOT. 6. OWNER SHALL EMPLOY THE SERVICES OF AN INDEPENDENT TESTING LABORATORY (ITL) TO DETERMINE THE SUITABILITY OF THE SOILS FOR INTENDED USE. CONTRACTOR SHALL SCHEDULE THESE SERVICES. UNSUITABLE SOIL SHALL BE UNDERCUT AS DIRECTED BY THE ITL, REPLACED, AND COMPACTED WITH APPROVED FILL MATERIAL. 7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, WRITTEN PERMISSION MUST BE OBTAINED FROM AFFECTED PROPERTY OWNERS. 8. ALL CUT SLOPES ARE TO BE 2:1 MAXIMUM GRADE, UNLESS OTHERWISE NOTED IN PLANS AND DETAILS. 9. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON CURB. 10. CONTRACTOR TO COORDINATE ROOF DRAIN CONNECTIONS TO BUILDING WITH ARCHITECTURAL PLANS. 11. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. 12. THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE, INCLUDING ANY GRADING WORK PERFORMED IN THE RIGHT-OF-WAY. 13. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND. 14. THERE SHALL BE NO STANDING WATER BEFORE PERMANENT SEEDING OF PARCELS. 15. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THIS DEVELOPMENT AS INDICATED ON SHEETS (C-300 THRU C-307) 16. ALL PADS ARE SLABS UNLESS OTHERWISE NOTED. 17. LIMITS OF CLEARING SHOWN ON GRADING PLAN AS LIMITS OF DISTURBANCE ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS. 18. SEE UTILITY PLANS FOR EASEMENT LOCATIONS. ADA ACCESSIBLE ROUTE INSTRUCTIONS TO CONTRACTOR 1. ALL CURB RAMPS AND SIDEWALKS SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990, INCLUDING ALL SUPPLEMENTS AND REPLACEMENT DRAWINGS ISSUED THERETO. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS -SLOPE OF 2.0% PER FOOT. 2. THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE, INCLUDING ANY GRADING WORK PERFORMED IN THE RIGHT-OF-WAY. 0 50 100 200 1 INCH = 100 FEET PRELIMINARY - NOT FOR CONSTRUCTION o d 0 N i LL W H 00 r- co') 04 0 oc) N . C � N N z 00 J to 0 O m v LLI LL W 0� o z O Of I Lu rl- O=LLF C'4 J � o oCD Q � CD Q J U a) H a W 0 Q Z O z C/) J 0 Z � Q U n 2 W CD 0 Q z Z � � � Z 0 z 0 U) 0 z Cf Z Q O O O�f Z z U 0 QN z U w I.y O U J (DLU 0 Q J / 0 Q Lu O Q U m M O i= CL elfU U) W 0 W a 4t ♦♦♦♦,H , C A ��-16-2017 ♦♦ ........ ;•CESS/'•.� of = : c SEAL t - 033448 = p�'••tiCiNE�.0 ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE OVERALL GRADING AND DRAINAGE PLAN - SOUTH SHEET NUMBER C-500