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HomeMy WebLinkAboutSW3240801_Site Plan or Diagram_20241118 (5) SPEED LIMIT NOTES: EE 0 0 0 O 0 0 0 0 0 ADELINA BOULEVARD: 25 MPH N m m -o O y d PAMPHIL DRIVE: 25 MPH 6000 + N eh w O n TOLOMSHETLEI ALLD EY: 25 MPH N m e E y 2y 0 x TOLOMEI ALLEY: 10 MPH m v_ o5 n SAN MINIATO STREET: 25 MPH Q a m MILINESE ALLEY: 10 MPH Pt $m Z - GENOESE DRIVE: 25 MPH W a gn `3K PRATO STREET: 25 MPH PISA ALLEY: 20 MPH CIANO STREET: 25 MPH iMMMI BORGHESE STREET: 25 MPH PISTORIA DRIVE: 25 MPH ORSINI ALLEY: 10 MPH SICILIAN STREET: 25 MPH FLORENTINE NE STREET: 25 MPH ALDOBRANDINI STREET: 25 MPH O O I. PMTMIII 590 0 580 - 0 I PVI STA E=4575.42 PVI STA ce n I PVI ELEV=578.42 EXIS . PR PERTY ?,., K=4'V PVI ELEV=570.00 >o �a BOUNDARY pmp/ 135.00'VC K=30.00 J c !^ o I ``�\s11 CA ,,,,, _ ae.ae vc m .N R.. 0 —�� ��—............. _\ fie. q� O c� O F n `�Q• Fi ,...........ti y94�i m n Q n teN Q II N Q II N1 l � \__ f/1111• m N IJ.I N WN W N W a W 1 OF ROAD Ei FICF-140ENSE N0.: -1.00% \m�'-- Ica c0ai j14 Z F Qaw aW iF�.- r V : 580 m m W W = w I --; q,......-.. �k. \\— U i 570 FUTURE ''2;S nilil%O```, r. --"*- EXtST. GRADE I- En .\ � n will -3.13% TYP. 0.vV 1gif vv fA 2.00% p�t ./c7�, \\\� O-• \— 1- /J/' /, /9�.• c _ �+ l'is - SEAL\� rc m PROP. \ - 038830 _ PROP. �0Q• \\ <QFQW GRADE IXIST. I \\ %9T.FjY �2:�?C.: GRADE •-, co LLww RAL9E I \���_�_---- ii'NeWI,NR•0,o (TY -2.00 2024.09.28 09:48:53-0400' 570 - — — - 560 I— m Cp\ \ I \AD LINA BOULEVARD -- FUTURE ROAD STA. +00.00 -STA. 00 —-- ____—'___ STA. 0+00.00 -STA. 1+76.57 /8"RCp (PR P. 74' PUBLIC) -- - 1 560 o 550 S. oEl N N d1 v G v1 di ai ii h If! lV rn n0 0i m co . LO ' PROP.20'STREET I- \ AI* LANDSCAPING BUFFER NOTES: o 0 � \ OVA'utt (TYP') FUTURE COMMERICAL EXIST.PROPERTY o w (\ 11 SD�� 111 ...... 1 EXIST. RIGHT-OF-WAY PROPERTY ` BOUNDARY(TYP.) w ql I\ \ 1404 DOSE 1. SEE SHEET C2.3 FOR STREET A: < I 1 11 �,'\ 1 •EXIST. NATURAL GAS SHEA HOMES CARO11NA, LLC. Wo A Q-Z ;/ 0 \I )) \ V.: LINE ESMT.(TYP.) DB 8819 PG 0608' LINE AND CURVE DATA TABLES e vo v pl ► ♦ co���o \ It\ \ \ WA i •♦ -O= • O —L. \ \I ,4 EXIST. EDGE OF -PROP.2'4"STD 0 1 A O \)�, ( \ ►,►„ PAVEMENT(TYP.) CURB&GUTTER PROP.10'UTILITY LA Crk �N \\ \I \ ,►�►' (TY ) ESMT.(TYP.) ♦ DAVID L.FRANCIS FAMILY LIMITED J Q.Z ` \\ \\ \ ��• 1 x ♦ PARTNERSHIP ¢oto,� i 1I PROP.5'CONCRETE • ¢��ry II4 \ 11 „� 10'X70'SIGHT SIDEWALK(TYP.) PROP.7'PLANTING PID(�06162014 apP��pe O ��� DB 4ssz Pc so9 o \,, TRIANGLE(TYP.) \..... ` LLo\ \\\ „�, RD STRIP ITYP.)O \ \\I1\ \ `��,�� 1TRIANGLIE(TVP.) DEt Bo�RIWVA XH10) � � � QO CI o+ oO \ \\\ II 111 V 1►P. R=2oRw \M(NTA(NEOBY�OW�OFgaA _ iI � — �. B A (TYP.) Ce i _ PROP.STOP OD _ R 'CURB O EXIST. EDGE OF II I �,�,, (TYP.) — - - -- ---- SIGHT TRIANGLE TRANSITION(TYP.) W _ PROP.10 PAVEMENT(TYP.) \\ \ \ Q►,►, VERTICALGRAPHICSCALE�� (TYP,) W \ j1 11 �� _ - _ R 25(TYP; VJ EIXST. RIGHT-OF-WAY \ lit,„ � • ` �� - -� ` CBgA13 ~ N .___________A _ /� IN T \I • �! �• ® _ 1 INCHFEE4)FT. ' NI CL I \'��► I .�� __ ------ - -- --- j�9• (TOWEDS STD.O136.1)(TVP.)NAL RAMP 0 W Q _ 15"RCP ' 15'%15'SIGHT _ EXIST. BACK OF \ \\ i� -_ - J \ J Z • CURB(TYP.) II I �. _ _ \ 14%** I , TRIANGLE(TYP.) J J \o. II\ $ ` '� y•: I / PROP.10'CONCRETE CNA \ �` '�i' i - R=20'RhV GRAPHIC SCALE - m re Q ® ,,� SIDEWALK(TYP.) ` \ I H \ I '! R=500' II -\TYP.) Z Q PROP.10'LANDSCAPED C L 15..RCP 15.RCP ® *Ii [ '2 PROP.DIRECTIONAL RAMP \ ( „lip 7a00 •Nw Q m (NCDOT STD.TYPE 1 MODIFIED) '• A ISLAND 0'LA R-483.5' ` '. (N FEET) J ?m,P.) 1\ � � fie., /. PROP.1'-8"STD E/P(TYP.) ` 1 INCH= 40 FT. W Z m 0. ,�� �� ' SPILL CURB. - Q Q `�� GUTTER(TYP.) R=481.5' PROP.10'CONCRETE n ���.A (ry 0'B/C WC(TYP.) \ - \ Q J W SIDEWALK(TYP.) I ' 1SE ��► (TOWEDS STD.210.2) �;--\ �' CL 1 ,, ` (SEE SHEET C2.11) R=483' \ \ ApQ \� ►►♦�,� FUTURE COMMERICAL R \ PROP.10'LANDSCAPEO = V �� 1�0��` PROPERTY (TYP.) ♦� ISLAND(TYP.) w PROJECT INFORMATION II \ II \ tVAVid ` SHEA HOMES CAROLINA,LLC. bry- \ PROP.RIGHT-OF-WAY \ 0�►. PlDgosl szo n j1 ,,.• (TYP.) _ DB 8819 PG 0608 Q~ - A ��Q ta•RCP S. C.) ��� PROJECT MANAGER: MRR 4. \ \ ��„ PROP.20'STREET \i 3 1\\ \ \\11 ,►,,,` , TYP.) PING BUFFER ♦♦N L��I> -` V ��� DESIGNED BY: SAV DRAWN BY: SAV EXST. PROPERTY \\ \( II \1 „ ♦\ v•y Know what's below. PROJECT NUMBER: 2340409 BOUNDARY(TYP.) \\ PROP.1'-6"STD ' N, �� Call before you dig. ORIGINAL DATE 05)1512024 I( SPILL CURB& GOITER MT.) SHEET: - C5.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Fr, o� CO OI r0 r ,— ,— ,- M) (0 ,- Co C) O) .N o m E m N $ 590 LOW POINT LEV= 61.31 m2H OI LEV=517.46 G a W 33 $ LOW POINT STA=1 +0076 HP)IN�A=15'84.67 0. 2 RLL $m 1 PVI STA=11+60 6 PVI STA-13+27.- W PVI K=.3=55 1 PVI ELEV=581.51 30.00 K=45.00 1 - 240.00'VC J 405.08'VC - n -Ih m �r mH 7;71 �h Q yN C}ry�V .3 "' W�II W HI YI m C I �__� Wu t/j - NH Cl 2 W > mint' _�W Vim- O yw..--- -�`\ V W 580 �% 10...... / \• • U / \ mdi // _ _,_ _ LICENSE NO.: t 5 / F-1407 O0-t01 — —gl /// I Ate_ \ t / c 570 0% // 36"RCP \\ '�,�A •.••...... ♦�C.Z. / 1 J 38"RCP I \ % ���/gSOCIATF-p1``/ PROP.GRADE �/' //'/ \` / hpmm�"/ u7 °0� / - - �� / 7l _ PROP. O 0‘.‘ 1‘1 \\ I✓�}' Z W .2�� \_`� \ - GRADE I ..- ..,......\' %/.7//////'.////%///, �-� / :j 7 U - • m /' EXIST. = SEAL = Q W \\ /�/ GRADE - 038830 1 c / y - \ -v //' / PROP.EWE (TYIP.) i NeWIR�RF` \\ /// / 2024.09.26 09:47:01 04'00' 560 -�� te^RCP _ �� '/ / //_ m 3 \ ---- ' / ,f" / -...._ IIIIIIIIII / ,/ \ / 24"RCP 1 / \ / \\ / 550 \_ // a ii 1 3 ADELINA BOULEVARD STA. 8+00.00 -STA. 19+10.43 12 (PROP. 74'PUBLIC R/W) o 0. 540 M M M n . n 7 N 0 0 n n ^r t't M 7 CD •?m D?N 'A O �`!N I�M a?M a? O - ta U) V N N n M iG n i0 Zi5°J M O O 4m 23 L.s .s .s L.s .nn L^nn inn Lnn ., . ;nn ;nr N N N O N N N N N N N Y) N i PROP.151(1 5' R=567'RAN SIGHT TRIANGLE (TYp,) PROP.HI.VISIBILITY CROSSWALK SPEED LIMIT NOTES: i (TTP') R=518.5' (NCDOT STD.1205.07)(TYP.) ADELINA BOULEVARD: 25 MPH `. B/C(TYP) P - ' Al _ PROP.DIRECTIONAL RAMP i NOTES. PAMPHIL DRIVE: 25 MPH tad\N G1 24 R=51fi.5' , (TOWEDS ST0,3fi.,)(TYP.) •'I // SHETLAND AVENUE: 25 MPH MPS G!c G`)• PC515'� E/P(TYP.) /- �'`� .c TOLOMEI ALLEY: 10 MPH `` �]T.T� 1. SAN MINIATO STREET: 25 MPH SC• 4 R-500' / ,,• �� 1. SEE SHEET C2.4 FOR STREET MILINESEALLEV: 25 MPH SEE ���1 �y,9•Z q3 C.L. : A/ GENOESE DRIVE 25 MPH PROP.STOP CB#C48 ••'••P NTING _ LINE AND CURVE DATA TABLES PRATO STREET: 25 MPH BARITYP.) ` .- _ , a o PISA ALLEY:E 15 MPH \ • ••: STRIP(TYP.) CB#C14 ^ _ ,/ 't CIANO STREET: 25 MPH R420 _� -� CBNC,t2. '., Of[ + BORGHESE STREET: 25 MPH A PISTORIA DRIVE: 25 MPH 20'SDE (RNJ C 1 a�= 1, \ .'•/ 0Il ORSINI ALLEY 10 MPH ,` • �� "��� 128, % DMC38- r SICILIAN STREET: 25 MPH DI#C49 R=25' FLORENTINE STREET: 25 MPH • B/C ,� \ �- . FL RENTINE NI STREET: 25 MPH EXIST.PROPERTY PROP.5'CONCRETE ¢�. �I'eeel �= _� y♦ BOUNDARY(TYP.) SIDEWALK(TYP.) g�) c' TJ. rci L] e9+10 .I _ 4� O PROP.10'PUBLIC ► c $ Om Y pm/'? CB#C29 e _ •lilli m"o o ,0+82. ` UTILITY ESMT. PROP.RETAINING WALL G ♦ r :' I I + 2 �(/(() \ --- � BOUNDARY(TYP.) FOR MORE INFO c ,-V ♦ ♦ :6a Cf#C30` / `'• 16'� ! , CB#C. / EXIST. PROPERTY ♦ / .+ SEE GRADING PLANS ♦ _ ��CB#C,3 �/{� • EXIST 50 ` o J Q L(/ CB#Al2 pAVID L.FRANCIS PIPELINE ESMT. \ •--- PROP.SOLID WHITE s♦ •` ♦6•RCp /.p�,. " ' ) \�� , •ICC1 I—r Q A C.1 �/ \ c . -. LANE LINE / ♦•., =� _ \\ -- 1#•'\\ .2l \ FAMILY LIMITED DB 8420 PG 837 -PROP TSTD,205.0 CROSSWALK `- O £ \ ',Pt \ PARTNERSHIP (TYP.) PROP.WHITE LEFT `---- / ��` ``�� (NCDOT STDI,205.07)(TYP.)A \ RCP \ _ Q `� • Q CO \ ( PID 06162014 TURN ARROW K 0,41 44 • \ \ \ DB 4552 PG 609 \ c. • / 4\� "\` _ - w h� �` o .'.`� PROP 20'TCE , 111 o 'me `ESMT(TYP.) PROP.2'{"STD. ../ _ y J \O \tia\ \ 4��a. 41p4� CURBa GUTTER 'a�j71 `... _,....11. g / 00`' • /�O \\\\�s\U DI#C28 ESMT.N.SW -- ' j1oYoo ) All �' Q ee -L a4ik410. \_aaa—aaa�aoa \ �� ,�V\.EJ NPvI\ `° d !® -N Q a dr oD6#A,1 _ �I P \ �® �.' ; _ E��� Qua`ENO 00 \' \ „�♦ n ,,. \ l8"'q� ��♦�4®4* A A 1 - �`� ��i� N �P� \'IA By'CO �\;^ GN��N� 1-� o � `® p •�`R U �e EaP 1aE P G w CB#AS .. �' i�.OECe P• `�S ♦ M1�,\ PROP.10'CONCRETE1 Q 0 SIDEWALK TYP. \ \ \ \ !�� /Y' ,� .. IN. se H ca#c,2 \ x •S• �� ......09.. 111111. �i / \ \ w U ` `\ !jam-W� i � 1 / \\\ cn u ����- _�I'_IIMINIMM 41•� 15"RCP PROP.3'&'WHITE MINI PROJECT INFORMATION 3 �/ _ - -" SKIP LINES PROJECT MANAGER: MRR ` i r STRIPING DIAN m " VERTICAL GRAPHIC SCALE • 'ItGRAPHIC SCALE OP r ` ��I; ��S`- '�p�"s".- - CB#A9 811® DESIGNED BY: SAV PROP.6'PLANTINGlir DCB#A3 -- - `Ip DRAWN BY: SAV 3 STRIP(TYP.) \ a L- 11 \ \�� 13;- ' rc FES#A, \ L, PROJECT NUMBER: 23-00409 PROP.2'-8"STD. c CURB&GUTTER ' R=500' (IN FEET) (IN FEET) Know what's below. ORIGINAL DATE: 05/15/2024 - \ c.L.\2� T. 1 INCH= 40 FT. 1 INCH= 4 FT. Call beforeyou dig. PROP.RETAINING WALL R=516.5' 9 SHEET: (SEE GRADING PLANS EIP(TYP.) ■A- FOR MORE INFO) R=537'R/W R=518.5' l -J�1 (TYP.) B/C(TYP.) �I 0 0 0 0 0 0 0 da _otU STREET CENTERLINE 5800 + N M In 4+0 ,°4 m°m v" e LINE TABLE r STREET CENTERLINE CURVE TABLE a 3- `S y w W J r CURVE LENGTH RADIUS TANGENT CHORD I BEARING DELTA 03 $m 1 LINE LENGTH BEARING � (D U �ii 3 f PVI STA=5+62.78 w L, 285.37 N82°29'30"E W' PVI ELEV 562.78 C, 426.64 500.00 227.28 413.82 N86°56'11"E 46°53'23" L3 288.12 568°37'08"E Z 6-4 K=25.00 C2 403.90 500.00 213.70 393.01 N88°14'21"E 46°17'02" °0 13 50.00'VC L5 140.01 N65°05'50"E .+n - CO 257.28 500.00 131.56 254.46 N79°50'18"E 29°26'57" L7 129.10 585°25'13"E O pm t+1 C4 241.3] 500.00 123.09 239.03 N28°42'S3"E 27°39'33" LL N W •�N Clb C5 256.72 250.00 140.97 205.59 S08°02'13"E 58°50'10" L8 417.28 N42°32'39"E AS. nv1 HIGH POINT SLEV=564 43 •J C6 262.99 200.00 154.42 244.45 S18°17'24"E 75°20'33" L10 181.18 337°27'18"E HIGH POINT STA-=3+8618 w ITi L12 223.57 521°22'52"W PVI STA=3 41.18 G 1 >„jy C7 105.11 150.00 54.82 102.97 333°53'13"E 40°08'55" L14 49.33 353°57'41"E PVI ELE= 65.03 C8 23.38 383.84 11.70 23.38 317°43'08'E 3°29'25' K= L16 64.57 N21°22'52"E 570 150.10'NC J C9 108.51 120.00 58.28 104.85 542°42'52"E 51°46'33" � L17 2.30 S20°18'01"E W_c 10 la C10 28.82 90.00 14.53 28.70 S]]°47'32'E 18°20'49" d l�� m N C„ 93.88 500.00 46.98 93.54 581°35'55"E 10°44'OS" _ L19 224.02 316°48'35"E co loj �O# A L21 128.81 568°37'OB"E N N m m < C12 109.07 300.00 55.14 108.47 386°38'd7"E 20°49'49" zu N w O U C13 38.90 200.00 19.51 38.84 N77°22'01"E 11°08'35" L23 415.14 386'57'S7"E j L39L7 V U L25 199.68 S78°13'52"E m m gm W \j C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" \\\\\111CIA1///////'' L27 87.37 N82°56'19"E U/ u I C15 12.71 90.00 6.37 12.70 N69°06'37"E 8°05'35' 4''.. RO�� _ Cl) = ? LICENSE NO.: 1 S M F-1407 i ___ EXYT. GRADE - M .3 i STREET CENTERLINE "o- �-- `\ Cl) D STREET CENTERLINE CURVE TABLE Ft ! LINE TABLE c / �............ -3,00`Y _ ��i`J'.o,'••.,,,..,, /�V`C�� TI-� / 00°I° �i" �\ iT n CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA '%]TS N�j\� LINE LENGTH BEARING 560 Q I // 4. �\ / _�� In = '/Y�/n�1111'\\\�, f-_ / ` + i r C16 34.56 200.00 17.32 34.52 N]3°34'09'W 9°5d'03' L29 183.35 N71°47'40"E N W / ��4 7 Z L31 577.92 38d°46'42"E 5.-3 / ��-�-' T•� PPI11�-'1 n C17 64.99 100.00 33.69 83.86 N87°14'18'W 37°14'21" 11 I /J f/ -/ Id J 443 m C18 30.06 300.00 15.04 30.05 N50°19'34'W 5°44.27" `\`\tn �O'• • Tft ' L32 23.63 N73°11.25"E •JI • ;'/`. •, C19 196.15 200.00 106.77 188.38 N25°08'01'W 56°11'31" L34 79.41 N65°05'50"E / /�/ •9� '� *00% •/ _ C20 52.91 90.00 27.25 52.15 S19°57'39"W 33°41'09" = SEAL = L35 119.18 N78°31'10'W / PROP.GRADE - 1. 038830 = / C21 23.98 200.00 12.00 23.96 N06°33'09"E 6°52.10" L37 153.16 Nfi8°3]'OB'W `5, / .,-.. •U� // C22 88.19 150.00 45.41 86.92 N19°57'39"E 33°41'09" 1�yT FNGINEF:q.'•. e s. L39 45.27 S74°08'32'W � / _ - /T/y'••••••• \• C23 43.92 90.00 22.41 43.48 322°49.26"W 27°57'33" /p W RI I I-,\\L40 59.21 N47°27'21'W - - I I C24 145.94 200.00 76.39 142.72 S87°09'57"E 41°48'28" 2024.09.26 09:47:09-04'00' L42 473.67 N53°11'47W - - L44 79.83 NO2°59'44"E 550 I 48.RCP • ar-ner PAGE srRCP(CLASS MC25 86.19 90.00 46.72 82.94 N80°37'59'W 54°52'24" IV) C28 78.54 50.00 50.00 70.71 526°55'49"W 90°00'00" m L45 292.28 S03°0T 04"W - (CLASS IV) C27 81.30 200.00 41.22 80.74 N06°25'27W 23°17'29" L47 25.94 N09°59'14"E • - ---- --------- `- C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'46" L49 146.03 NO3°07'04"E _----- _ C29 142.28 350.00 72.14 141.30 N06°25'27'W 23°17'29" L51 25.34 N3'40'13"E SHFTLAND AV NUE 48"RCP(CLASS WI C30 64.99 100.00 33.69 63.86 N36°41'21'W 37°14'21" L52 340.57 S36°48'13"W STA. 0+00.00 -STA 6+00.00 (PROP. 61' PUBLI RAN) STREET CENTERLINE LINE TABLE LINE LENGTH BEARING 540 L54 46.44 508°50'39"W v M r ? CO 6 .- IO0 o V o A el L55 110.56 S66°15'43"E IO 9J . (cei 0 If;6 • IO f+l n N LO 1100 LO I100 0 N M) 01 u. ) L57 615.04 N71°55'49"E 3 L58 31.57 N53°11.47"W 0 L60 119.79 371°55'49"W . L62 99.50 518°04.11"E 18 4 ai L63 682.95 N18°04'11"W PROP.STOP u L65 67.08 N05°13'18'E J BAR(TYR) SEE MAT CHLINF y w L66 287.00 S71°55'49"W SIGHTOTRIANGLE SHEETCS. 1 PROP.HI-VISIBILITY CROSSWALK L67 408.54 N71°55'49"E (TYP.) (NGDOT STD.1205.07)(TYP.) W N L69 85.78 S76°35'27"E + 48"RCP(CLASS IV) JB#C4#C4' I� o 1 L70 50.88 N05°13'19'E PROP.6'PLANTING ��"RC. PROP.DIRECTIONAL RAMP STRIP(TYP.) • /'/C. �/ •CB#C3 48"RCP ,11�- I \ (TOWEDS STD 136.1)(TYP.) L72 908.54 N18°04.11"W (.. `T4S I CB#C2 _ „ (CLASS IV) /) `_, 5 i j L7d 45.27 N55°18.32"W \"Y y 40/- - ':nil I 1 tr 4 A` C f i • \ t PROP.5'CONCRETE 7 4 'If ' L 1`�e r / SIDEWALK(TYP.) z � ® �A ROp/C ��/4:- i 'a �` �88/V7 / 3 CB#C6 / y �� ...08 RCP(CLASS IV) '�\ 1 �` z -" ( PROP.6'PLANTING F e •\ ` RCA /ccissi ---- n0 �[ 0 '''*.,„.,,/,, S) STRIP TYP.) \ Iu :: .\ •'/ OV 1A ,5"RCP )o i 0:7110 ( A ti. - •,/ ,, r L....PROP W \ R190' Q NPROP.2-6"STD. E/P(TYP.) .10'PUBLIC \ y^ 0 CURB 8 GUTTER R=188' \ UTILITY ESMT. k c \. w O T \N �� . (TYP.) B/C(TYP.) \ \ 4,/ S�`�� \. Gyl m i� � ` RO69.5' �c qV QlVO V`, AO .'� CB#D3 (TOWEDS STD.210.1) RIW(TYP.) (67•P1/��� . / col, �So• Q - CB#D4 .A5�"Zb (SEE SHEET C2.12) r0:114,yTq N"C 419 / ry9 Z N Q r ` / °F ay wgL• .0 Q J a. ��� / / / xgw7 J J LJJ Z rt,....-;- LLJs 'j LL Q %J= ,/`�� ' V) z rQN '�,� .r`. `�W .� OE a CB#D5 ` SIDEWALK O'CONCRETE VERTICAL GRAPHIC SCALE Li, N SIDEWALK(TYP.) U1 p- SPEED LIMIT NOTES: is U it,, 11 R=150' ADELINA BOULEVARD: 25 MPH .. ` _ 112 A C.L. PAMPHIL DRIVE: 25 MPH Q SHETLAND AVENUE: 25 MPH R=160' TOLOMEI ALLEY: 10 MPH (IN FEET) ID N E/P(TYP.) SAN MINIATO STREET: 25 MPH 1 INCH= 4 FT. MILINESE ALLEY: 10 MPH PROJECT INFORMATION R=162' GENOESE DRIVE: 25 MPH Ot B/C(TYP.) P STREET: 10 MPH �� ® PROJECT MANAGER MRR R=180.5' PISAA 10ANO STREET: 25L : MPH MPH RR/W(TYP.) BORGHESE STREET: 25 MPH DESIGNED BY: SAV 3 PISTORIA DRIVE: 25 MPH GRAPHIC SCALE -.04.1111,, DRAWN BY: SAV ORSINI ALLEY: 10 MPH SICILIAN STREET: 25 MPH m - '00° '' PROJECT NUMBER 2340409 g. FLORENTINE STREET: 25 MPH Know what's below. ORIGINAL DATE: 05/15/2024 ALDOBRANDINI STREET: 25 MPH11 (IN FEET) Call before you dig. SHEET: A s 1 INCH= 40 FT. C5.2 � m" 9 _ d STREET CENTERLINE O O O O O N - ^R m N t 0 LINE TABLE O O O O O 03 STREET CENTERLINE CURVE TABLE 0 2: m N Tyy N y + 0 CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA Q 21 0 m'S LINE LENGTH BEARING r _ n A Lt 265.3] Nfi2°29'30"E 0 Cl 426.64 500.00 227.28 413.82 N86°56'11"E 48°53'23 N U S $m f W y L3 140.11 S68°05'50E C3 403.90 500.00213.70 254.46 N79°14'21"E 29°28'57 L5 140.01 N85°05'50"E N C3 257.28 500.0018 131.56 254.46 N79°50'18"E 29°28'57" PVI BTA---6'82'S4 L.::'4P C4 241.37 500.00 123.09 239.03 N28°42'53"E 27°39'33" L7 129.10 685°25.13"E PVI ELEV=568,10 o O L8 417.26 N42°32'39"E K=25.00 II C5 256.72 250.00 140.97 245.59 S08°02'13"E 58°50'10" LID ,8,.78 S37°27'18"E 1 BB'BB'VC 1.4 , CB 282.99 200.00 154.42 244.45 S18°17'24"E 75°20'33" m N W C7 105.11 ,50.00 54.62 102.97 333°53'13"E 40°08'55" L12 223.57 S21°22'52"W m 4 W ^� �'¢ I� C8 23.38 383.80 11.70 23.38 S17°43'OB"E 3°29'25" PmTmEl L14 49.33 S53°57'41"E $ q y L18 64.57 N21°22'52"E N U. f/J V O:11- Ir C9 108.51 120.00 58.28 104.85 S42°42'52"E 51°48'33" U L I j C10 28.82 90.00 14.53 26.70 3]]°47'32"E 16°20'49" L17 2.30 S16°48'35"E » > mm rrr J LOW POINT ELEV=560.60 Dial M Ww O „= L19 226.02 S18°48'35"E 570 0 LOW YUIN I D 1 A=6+/.55 C71 93.68 500.00 46.98 93.54 S81°35'S5"E 10°41'OS" PVI STA--7101.5 / C12 109.07 300.00 55.14 108.47 S86°38'47"E 20°49'49•' L21 126.81 Sfi8°3]'OB"EU / 4110 L23 415.14 S86°57'57"E- PVI KLE 26.00 65 PRO'.GRADE -----�/ / C13 38.90 200.00 19.51 38.84 N77°22'01"E 11°Or 35" L25 199.68 S76°13'52"E - 208�00'VC - /// r C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" _ EXIST. GRADE / 1 L27 87.37 N82°56'19"E nI. NN // //-/ P_ _ C15 12.71 90.00 6.37 12.70 N69°08'37"E 8°05'35•' \(4NICA/?�/i] n N / / .. .y cii w c)O y U /' /- / :S. LICENSE NO.: STREET CENTERLINE >> �qqoo `D / // 1! STREET CENTERLINE CURVE TABLE i F-1407 LINE TABLE Di m t3 ry y i X�4 i- \, 3 C C]4 // // ,• CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA ���fq°•.,,••.•• C�'� LINE LENGTH BEARING -- / / / - �� .q °' ♦����` L29 183.35 N]i°47'44"E 560 1 I /// _ //// ,// C16 34.56 200.00 17.32 34.52 N73°34'09"W 9°54'03" ///�%�I III'\��, / C17 64.99 100.00 33.69 63.66 N87°14'18"W 37°14.21•' /� L31 577.92 384°46'42"E �/ / O. I �777Y,/ (n __- - .5(P - C18 30.06 300.00 15.04 30.05 Nur 19'34"W 5°44.27" (W L32 23.63 N73°11.25"E m \ --__:_--=-,- ._G- - -- _ /• use.. �•" / C19 196.15 200.00 106.77 188.38 N25°06'01"W 58°11'31" ��`‘O r7�� L34 79.41 N65°05'50"E N D \\\ / 30 T // S. = / / / C20 52.91 90.00 27.25 52.15 S19°57'39"W 33°4T 09" // �9� '� L35 119.18 N]e°31'10'W = n / C21 23.98 200.00 12.00 23.98 N06°33'09"E 8°52'10'• -_` / SEAL = L37 153.16 N68°37'08"W m = \ / -- -- - II 1 038830 ' m / -- 7- a W C22 88.19 150.00 45.41 86.92 N19°57'39"E 33°41'09" �` L39 45.27 S74°08'32"W i J 0 Z - - -- / C W C23 43.92 90.00 22A1 43.48 S22°49.26•'W 27°5T 33" -7,;)1 LNG INEF:�'(..�` L40 59.21 N47°27'21'W N m _ (((,P//- '= C24 145.94 200.00 76.39 142.72 SB]°09'S7"E ai°4e•2a" /tiFWIR.IRi. E(�� L42 473.67 N53°11'41"W N \ 4 CP / C25 86.19 90.00 46.72 82.94 N80°37'59"W 54°52'24•' 2024.09.26 09:47:18.04'00' L44 79.63 NO2°59'44"E \ �� C26 78.54 50.00 50.00 70.71 S26°55'49"W 90°00'00" L45 292.28 303°UT 04"W 550 C27 81.30 200.00 41.22 80.74 N06°25'27"W 23°1T 29" _ m L47 25.94 N09°59'14"E d _- L49 146.03 NOT 07'04"E L C26 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'44" C29 142.28 350.00 72.14 141.30 N06°25'27"W 23°1T 29" L51 25.34 N36°48'13"E PROP 8•GRAVITY C30 64.99 100.00 33.69 63.86 N36°41'21"W 37°14'21•' L52 340.57 S36°48'13"W 48"RCP(CLASS W)- Sir(TYP.) SHETLAND AVENUE STA.6+00.00 -STA. 10+82.21 STR LET I CENTERLINE NE TABE (PROP. 61' PUBLIC R/W) LINE LENGTH BEARING SPEED LIMIT NOTES: ADELINA BOULEVARD: 25 MPH L54 46.44 S08°50'39'NY PAMPHIL DRIVE: 25 MPH L55 110.56 366°15'43"E 540 OS O 0p 4o O SHETLAND AVENUE: 225 MPH 5 MPH L57 615.04 N71°55'49"E o N N cc G n- 4,0.0 4' cnp or n SAN MINIATO STREET: 25 MPH L58 31.57 N53°11.47,N IA n N N N W N h M) MILINESE ALLEY: ,O MPH GENOESE DRIVE: 25 MPH L60 119.79 S71°55'49"W PRATO STREET: 25 MPH PISA ALLEY: 10 MPH L62 99.50 S18°04.11"E CIANO STREET: 25 MPH BORGHESE STREET: 25 MPH L63 682.95 N18°04'11"W PISTORIA DRIVE: 25 MPH L65 67.08 N05°13'16"E ke�� / S ORSINI ALLEY: 10 MPH �� G Q !/ V' ql. SICILIAN STREET: 25 MPH Fa L66 267.00 371°55'49"Y4 �`�� � \ ��.4 aP, /`�6S 4 FLORENTINE STREET: 25 MPH B _` X . ALDOBRANDINI STREET: 25 MPH L67 408.54 N71°55'49"E 'v -` L�(/��' /[� L69 85.78 676°35'27"E �1.��` .`, \ 6Qc n*y_ `-�/1�` o L70 50.88 N05°13'16"E V V \ ° ` L72 908.54 N18°04'11"W �� ` pC. L74 45.27 N55°18'32•'W �..9 4"7l,) \ ' •4 'ff : V,+7,1� p\C\'CO • /'� ' 7 R c� 14 s \\ Fsy(;ly PROP.COS • \s n = z OAllib A AG 2O • s. 22+00 / �0>/'Y PROP.10'CONCRETE ((GQ &0 / x j�•e(� 4¢•► I SIDEWALK(TYP.) --- q9 O ..,' CB#C14 G O P 9L , '2 �♦ / • 0 PROP.2,6"STD. // /_ 44 ��% v 44 \f57\ / CB#C12 -' PROP.DIRECTIONAL RAMP B� J I' 'y ` P('\b'e DTDB#C33 - TOWEDS STD 138.1)(TYP.) ~ R=20' �• .,l ��` \� 18 RCP mo d' \31� °\ CC .- r ♦ •cB#c10 ' •cB#cn i N S L��T CB#C3_�\7 n s N\1 W v, N S,S 06, r`, \� �_7I i l( 1\ j _ ap0n 0��„:„. Z + Q °i`C l ®�: C5~'� - = C II 19„D m 1, '0 r CL ./ . i _ cB#caa �A ' B PROP.STOP \ ��c -�.���2A �\ , �} Z m BAR(TYP.) ,P \ \ 1 A 11 SIDEWALK(ryP.) • qs\\ Q LLJ R=250' 0•q s, DI#C35 _ 0 C.L. �� 9,ys \ �, 1I/ �\ h.•P ss os , 1g • (n x R-280.5' 4j/. °\ 1 m RIW(ryP.) 7B ,,\...CB# ' (•_ . PROP.HI-VISIBILITY CROSSWALK Z -R=262' \ ROB�" �'.,.00`..11i0$• ' 1j (NCDOT STD.1205.0])(ryP.) p g B/C(TYP.) PROP.10'PUBLIC `I/C•q4, \•- till, y "_" U UTILITY ESMT. s/ \ R=260' ` " ve r 3m VERTICAL GRAPHIC SCALE NE/P(TYPJ ! `rDI#C36"\ % y 9 v D �e O yy m 03 W x°21 m= (IN FEET) w �.. 7B°RCA I>< �- 1 INCH= 4 FT. PROJECT INFORMATION 3 PROP.,GU STD. -U. I• �� ® PROJECT MANAGER: MRR CURB 8 GUTTER CB#C37 '� (ryp.) ��\� DESIGNED BY: SAX 3 PROP.10•CONCRETE AT DRAWN BY: SAX SIDEWALK(TYP.) MA q GRAPHIC SCALE SEE SHEET C5• PROJECT NUMBER: 2340409 9Know what's below. ORIGINAL DATE: 05/15/2024 Cal before you dig. SHEET_ (IN FEET) 1 INCH ^C vJ.3 = 40 FT. STREET CENTERLINE "."' z STREET CENTERLINE CURVE TABLE N o e E y i N LINE TABLE m m- N a O O O O O O O O CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA m x $ LINE LENGTH BEARING } } } } } } } } d a`m -e % 7 L7 265.37 N62°29'30"E 0 6 1 M 10 1a e- Cl 426.64 500.00 227.28 413.82 N86°56'71"E 48°53'23" W 5 '5 $r m L3 268.72 568°37'08"E - C2 403.90 500.00 213.70 393.01 N88°14'21"E 46°17'02" _ -HIGH.POINT eLeV=58&03 L5 140.01 N65°05'50"E HIGH POINT STA=G.81.38 C3 257.28 500.00 131.56 254.46 N79°50.18"E 29°28'57" L7 729.10 SOS"25'13"E ' `\\ PVI STA=5451.38 C4 241.37 500.00 123.09 239.03 N28°42'53"E 27°39'33" !'I PVI ELEV=586.28 CS 256.72 250.00 140.97 245.59 508°02'73"E 56°50'10" LB 417.28 N42°32'39"E //!- \\ 14=�.� _ L10 181.18 S37°27'18"E 590 !// -� \\ 240.00'VC - C6 262.99 200.00 154.42 244.45 316"17'24"E 75°20'33" L12 223.57 S21°22'S2"W //"" N `\\\ C7 f 105.11 150.00 54.82 102.97 533°53'73"E 40°08'55" a0. �m PMTMIll L14 49.33 S53°57'41"E //// v \ lmV C8 23.38 383.84 11.70 23.38 S17°43'08"E 3°29'25" Lib 64.57 N21°22'52"E \ b N C9 108.51 120.00 58.28 104.85 S42°42'52"E 51°48'33" L17 2.30 520°18'01"E EX ST. GRADE !/!/ C.)ai- \\ V j C70 28.82 90.00 14.53 28.70 577°47'32"E 78°20'49" / �\ IY C11 93.68 500.00 46.98 93.54 S81°35'55"E 10°44'05" L19 226.02 Sib°48'35'E !/ L21 126.81 568°37'08"E /// PVI STA=24.82. \ C12 109.07 300.00 55.14 708.47 588°38'47"E 20°49'49"pVl ELEV=572.82 82 L23 415.14 S86°57'57"E /�` K=30.00 \ C13 38.90 200.00 19.51 38.84 N77°22'01"E 11°08'35" _ L25 199.68 578°13'52"E I 120.00'VC \\ C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" L27 87.37 N82°56'19"E /!//'/ 1 N 1:::1 ti , \\\ C15 12.71 90.00 6.37 12.70 N69°08'37"E 8°05'35" 1.4N ICIAI/�� 580 4 M� \ `,�a�,....... ..,ti"7 \ . ii '~R I .... _ LICENSE NO.: STREET CENTERLINE !/ m m m� w'M 9Q�• > \"'•� STREET CENTERLINE CURVE TABLE 7 E-1E0N LINE TABLE a /� % ev F,3 1 G c %F,\ .3 q41## \ CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA S IP C�'� LINE LENGTH BEARING // N m m Q+fn \ '��ii,q"°•'••'•' �� o / N II CO 4.3 10 II \.. C16 34.56 200.00 17.32 34.52 N73°34.09"W 9°54'03" ]]/SSOCIATF-', L29 183.35 N71°47'44"E 6 N / II> S • O n j - I]]/11111111\1\ F Q W C17 64.99 100.00 33.69 63.86 N87°14'18"W 37°14'21" L31 577.92 S84°46'42"E f 0 / PROP.GRADE- ri r7 - ~J / N / �� N W 1 W W C18 30.06 300.00 15.04 30.05 N50°19'34"W 5°44'27" \\11111V L32 23.63 N73°11'25"E J / ## / ."( ,1. LL W / �m C19 196.15 200.00 106.77 188.38 N25°06'01'VJ 56°11'31" ��`�O �7//1! L34 79.41 N65°05'50"E / f / / U C4V __ C20 52.91 90.00 27.25 52.15 S79°57'39"W 33°41'09" # /9''.� .% L35 119.18 N78°37'70"W / a tool% - C21 23.98 200.00 12.00 23.96 N06°33'09"E 6°52.10" _ SEAL L37 153.16 N68°37'08"W I C.) - 038830 = C22 88.19 150.00 45.41 86.92 N19°5T 39"E 33°41'09" �7�,'• JO` L39 45.27 374°08'32"W 570 - ;9 F C23 43.92 90.00 22.41 43.48 S22°49'26"W 27°57'33" i'TT NGINEF:•'���`� L40 59.21 N47°27'21"W ihk-""'RE\'o` �2 ` C24 145.94 200.00 76.39 142.72 38]°09'5]'E 41°46'28" ]///'IIIRI II\11111 L42 473.67 N53°11'47"W I - 2024.09.26 09:47:27.04'00' ` ///��!!'/ 5"iW% C25 86.19 90.00 46.72 82.94 N80°37'59"W 54°52'74" L44 79.83 NO2°59'44"E V C26 78.54 50.00 50.00 70.71 326°55'49'VJ 90°00'00" L45 292.28 503°07'04"W - -� / m C27 81.30 200.00 41.22 80.74 N06°25'27"W 23°17'29" L47 25.94 N09°59'14"E C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'44" L49 146.03 NO3°OT 04"E 4 C29 142.28 350.00 72.14 141.30 N06°25'27'W 23°17'29" L51 25.34 N36°48'13"E T S E"•('P.) C30 64.99 100.00 33.69 63.86 N36°41'21"W 37°14'21" - L52 340.57 S36°43'13'W 560 STREET CENTERLINE LINE TABLE LINE I LENGTH BEARING SPEED LIMIT NOTES: L54 46.44 S08°50'39"W m AOELINA BOULEVARD: 25 MPH PAMPHILI DRIVE PAMPHIL DRIVE: 25MPH w L55 110.56 S88°15'43"E SHETLAND AVENUE: 25 MPH 3 L57 615.04 N77°55'48"E STA. 0+00.00 -STA. 7+00.01 TOLOMEI ALLEY:SA 15 MPH25 MPH 3 L58 31.57 N53°11'47"W MILN EMISE ALLLEYNIATO 2EET: 10 MPH L60 119.79 577°55'48"W (PROP. 61' PUBLIC RPN) PRATTO STREETS 25 MPH 25MPH O L62 99.50 S18°04'17"E PISA ALLEY: 10 MPH CIANO STREET: 25 MPH O L63 682.95 N18°04'11"W BORGHESE STREET: 25MPH w L65 67.08 NOS°13'18"E 550 G O O a r n a PISTORA DRIVE: 1825 MPH O w ORSINISTOIA ALLEY: 10 MPH m p rn p N p tG p Ln T. .`?01 ,01 rn 40 SICILIAN STREET: 25MPH _ 5 L66 287.00 S71°55'49"W o G of v 44 N N <4 4i FLORENTINE STREET: 25MPH fu I'�n n n n 4) F- s A s A 5 40 5 40 Vrj CO ALDOBRANDINI STREET: 25MPH L67 408.54 N71°55'69"E Y1 Y1 Y1 N L. YO YO Y1 13 L69 85.78 S76°35'27"E L70 50.88 N05°13'18"E L72 908.54 N18°04'11"W L74 45.27 N55°18'32"W i .!C.) -,e `6 PROP.6'PLANTINGS+ CO V �G/ '\ • \ STRIP(TYP.) O 10.E \` 4. � `` PROP.DIRECTIONAL RAMP (NODOT STDIBPROP.HIMISILITY)(TV SWALK O TOWEDS STD 138.1)(TYP.) Th / Z Is- PROP.HI-w31BILITV CROSSWALK \,`` r' (NCDOT STD.1205.07)(TYP.) ) `( Q W \ PROP.S'CONC-ETE W / VERTICAL GRAPHIC SCALE -I l^ _ e N SIDEWALK P.)- - / f+J PAMPHILI DRIVE ®� ` d O iN `V \ cB#cae (fit'PUBLIC R/W) !_��-e I�1 w O _� \► if At -- (MAINTAINED BY TOWN OF WAXHAW) CB#C39 LLL��, CL °A / �e° ` Y►�_ __ _ _ _ _ __ __ _ ® �- i (IN FEET) �> \ _ s .. � . / 1 INCH= 4 FT. 0 E. / \ro0 79+10 4 ` �� 75"RCP` •e� " U r 'A Q v! L LB li r _ 0+00 BP-0+0000) U e MIP.1 ,� y 8 I 13 I 1o+az __ � ` y N� GRAPHIC SCALE LLJ W. x ..: \ ,j,,LC )"' s� . . • . 7 . -cB#cao - �lF __- ••e, \ ` �1 G 0 �, al • _ eJ `� Q Q a CB#C -RB/C PROP.STOP 1 -_, - -s F� .( - // 4Q (TYP.) / \. 'r F-DME72I R-5 R.20. ap. `'\��'1 i0 Q� (N FEET) ce -- / / PROP.10'CONORETE B/C(TYP.) RAY(TVP) �S�t. OAS 11NCH= 40 FT. - / 1^� SIDEWALK(TVP.) MATCHLINE PROP.10'PUBLIC 5 1 0 co \ 15'RCP DI#C36 UTILITY ESMT. Op(ryp) ID \ - _ SEE SHEET C5.13 PROP.15'X75' ;G 2 �rT� / j '/ / R=500' SIGHT TRIANGLE Z CB#C12 /. PROP.6'PLANTING C.L. (T1'P.) 9� O CB#C41 •JR=530.5' ' ' l� / / yCl\ STRIP(TYP.) RN./(TVP.) 2 GP9 u u ADM, I P r ® - - ,I,-,G p� PROJECT INFORMATION �I DI#C35 .SO 6 ti • 1 PROJECT MANAGER MRR O`o DESIGNED BY: SAV 4 rOB#C33 CB#C11 I/ � / e'4 3 18"RCP' �5�� - / s6,°p1 9 \��® DRAWN BY: SAV i� 5 � / PROJECT NUMBER: 515/209 .cP POQ / Know what's below. ORIGINAL DATE: 05/15/2024 ,28 MATCHLINE Call before you dig. SHEET: SEE SHEET C5.3 C5.4 R i STREET CENTERLINE t° a u m ry z o •$ LINE TABLE STREET CENTERLINE CURVE TABLE w m° m m T e • W O 0 4p 0 0 0 I- Y= , a LINE LENGTH BEARING O O 0 O 0 CO CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA 'C a`m m V $ O - - O - N N Cl 426.64 500.00 227.28 413.82 N86°56'11"E 48°53'23" D) 6 ii $in m f L1 265.37 N62°29'30"E W L3 268.12 SBB°37'OB"E 5 - C2 403.90 500.00 213.70 393.01 N88°14'21"E 46°17'02" L5 160.01 N65°05'50"E C3 257.28 500.00 131.56 254.46 N79°50.18"E 29°28'57" L7 129.10 S85°25'13"E ee 'E C4 241.37 500.00 123.09 239.03 N28°42'53"E or 39'33" . L8 417.26 N42°32'39"E ee , 6 e o Nr C5 256.72 250.00 140.97 245.59 S08°02'13"E 58°50'10" L10 181.18 S3]°27'18"E -a CB 262.99 200.00 154.42 249.45 518°17'24"E 75°20'33" L12 223.57 S21°22'S2'N9 f N.I e 550 C..- Cl 105.11 150.00 54.82 102.97 333°53'13"E 40°OB'55" n PVI CTA-2132,47 'i F C8 23.38 383.84 11.70 23.38 S17.43'08"E 3°29'25" L14 49.33 S53°57'41"E W. m M Ni n PVI ELEV=540.07 m ID PMTMIll L16 64.57 921°22'52"E 0 *b K=20.00 C9 108.51 120.00 58.28 104.85 S42°42'52"E 51°48'33" N II n W 50.60'VC - C10 28.82 90.00 14.53 28.70 S]]°47'32"E 18°20'49" � L17 2.30 �S20°18'01"E l 1. II ��ram&DE Q W _ 0)> l II Key n -- - CI I 93.68 500.00 46.98 93.54 581°35'55"E 10°44'OS" L19 226.02 S16°48'35"E p W 0)> F-e Ov v LL L21 126.81 S68°37'08"E 580 ILL W u W.W .11 II S b --- C12 109.0] 300.00 55.16 108.4] 38fi°38'67'E 20°49'09" T - C13 38.90 200.00 19.51 38.84 N77°22'01"E 11°08'35" L23 415.14 386°57'57"E U J II> $ U I-J PROP.GRADE V U V O C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" L25 199.68 S76°13'52"E \ "2.00% p NNW >> m m W C15 12.71 90.00 6.37 12.70 N69°08'37"E 8°05'35" 04•C(���/7 L27 87.37 N82°56'19"E \ \ \\ 2." ' ?r• ••;9 �' \ 540 PVI.STA-0.54.53 - - : EXSZ GRADE \\\ PVIELEV=532.06 4W = = LICENSE NO.: STREET CENTERLINE \• K=20.00m $ STREET CENTERLINE CURVE TABLE Ft• ! LINE TABLE m 50.06'VC 111 L)O i_ CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA i��'fq•°•.••••.......... •• •'��````� LINE LENGTH BEARING �� ''{� Nt •10 --____, - __ C16 34.56 200.00 17.32 34.52 N73°34'09"W 9°54'03" '77]/SSOCIATF'S\.si L29 183.35 N71°47'44"E �T �6- ` Fj ��- -�(l tr�--� �'` - 7j)]/1111111111 1 L31 5]7.92 384°46'42"E 570 _ --_ -- o N 1.. 217 64.99 100.00 33.69 63.86 N87°14'18"W 37°14'21" L32 23.63 N73°IV 25"E O V 0.W XIST. GRADE C18 30.06 300.00 15.04 30.05 N50°19'34"W 5°d4'2]_ •\\\1.\j ll l,✓ m m C19 196.15 200.00 108.77 188.38 N25°06'01"W 56°11'31" . .7�;� L34 79.41 N65°05'50"E - I _ • ° Y C20 52.91 90.00 27.25 52.15 SI9°57'39,N 33°41.09" ` # 9r••'�� L35 119.18 N78°31'10"W 06/•- _ SEAL = E 153.16 N68°37'OB"W - r 2• I C21 23.98 200.00 12.00 23.98 NOB°33'09"E 6°Sz•10•• = 1. 038830 y 45.27 S74°08'32"W j o n 530 �T �.NGINJ eC23 d3.92 90.00 22.d1 03.48 322°69'26"W 27°5T 33" -i)'59.21 N47°27'21"W Q o co �i 'iHFlit R.RE1\\ W.'H - C24 145.94 200.00 76.39 142.72 S87°09'57"E 41°48'28" .4,1111 n 1.111111 L42 473.67 N53°11'47"W 0)a II 2024.09.26 09:47:36.04'00' II] C25 86.19 90.00 46.72 82.94 NOR 37'59"W 54°52.24" L49 79.83 NO2°58'44"E J Q W L45 292.28 303°07'00"W I)W C26 78.54 50.00 50.00 70.71 528°55'49"W 951 00'00" m C27 81.30 200.00 41.22 80.16 NOR 25'27"W 23°iT 29" L47 25.94 NOR59'14"E 560 PROP.8"GRAVITY C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'44" L49 146.03 N0R 3°07'04"E SEWER(TYP.)) C29 142.28 350.00 72.14 141.30 N06°25'27"W 23°17'29" L51 25.34 N38°I8'13"E C30 64.99 100.00 33.69 63.86 NOR 41'21"W 37°14'21" L52 340.57 336°48'13"W TOLOMEI ALLEY 520 SAN MINiATO STREET STREET CENTERLINE STA 00 -STA. 1+15.76 STA. 0+00.00 -STA. 2+87.00 LINE TABLE o LINE LENGTH BEARING (PROP. 51' PUBLIC RAN) SPEED LIMIT NOTES: a L54 46.44 SOB°50'38"W ADELINA BOULEVARD: 25 MPH PAMPHIL DRIVE: 25 MPH L55 110.56 S66°15'43"E SHETLAND AVENUE: 25 MPH w L57 615.04 N71°55'd9'E 550 _ CO ,, 515 r TOLOMEI ALLEY: 10 MPH g ^ SAN MINIATO STREET: 25 MPH L58 31.57 N53°11'47"W ''.,?1 > 1G 6 Ah A 40 AelMILINESE ALLEY: 10 MPH 3 LBO 119.78 371°55'49"W 41 N N N V)2 45 N m GENOESE DRIVE: 25 MPH G ul PRATO STREET: 25 MPH L62 99.50 318°04'11"E PISA ALLEY: 10 MPH CIANO CIANO STREET: 25 MPH L63 682.95 N18°04'11"W BORGHESE STREET: 25 MPH 6' PISTORIA DRIVE: 25 MPH L65 67.08 N05°13'18"E ORSINI ALLEY: 10 MPH p SICILIAN STREET: 25 MPH w L66 297.00 S71°55'49"W FLORENTINE STREET: 25 MPH cc ALDOBRANDINI STREET: 25 MPH rc L67 408.54 N71°55'49"E L69 85.78 3751 35'27"E w L70 50.88 N05°13'18"E e L72 908.54 N18°04.11"W L74 45.27 N55°18'32"W g PROP.15'X15' SIGHT TRIANGLE (TYP.) PROP.2'8"STD. i MATCHLINE CURB&GUTTER MATCHLINE 3 MATCHLINE SEE SHEET C5.16 SEE SHEET C5.17 z \ 75„/ PROP.fi'PLANTING O SEE SHEET C5.6 TOLOMEI ALLEY ,acS,,// •, CB#E35 STRIP(TYP.) 0 PROP.COS R=20' 30"RCP�1 ° 2 RIW I •�-O m [ Q W O I (20'PUBLIC ACCESS ESMT.) I = CB9E42 Ce#E43 _ (TYP.)_ i- '5 F-- - Z _ OQ <c Z �L _ p I I DI9C27 (PRIVATELY MAINTAINED) PROP.DIRECTIONAL RAMP CB#E3s s O Z PCx 17+58 I I I I \ (TOWEDS STD 138.1)(TYP.) - Nq _- _ •: • f 17 m 85 { 1, o �- \ PROP.10'PULIC •• " `�15'RCP ' •: I C 0 I o.� \ UTILITY ESMT. l -15' f - I CB#F9 •/. i N W T. L�22 • Li 'dam Q `�,u RCP 4• 22 + Q v, 1�g0 -F V I m ▪ I Lfi6U la ry• • 1 n m i/\ eft Q II V/ 06 m PROP.2'-0"STD ill G �DMC4fi _--u.l 3� - -• - D PROP.6'PLANTING eft CURB B GUTTER 17+00 I I) !®I W . 1 CB#E33 Y •i •.. ` STRIP(TYP.) W �• Z CL TYP. I �- .:� to Q ( 1 1 I - i I 1 -, N z+oo SAN MINATO STREET ,� - E a�°°''� J Q I J O GB#E44 • ,+0 a,o W 11 �Z m / sr PUBLIC Rrvv I �' P J d Z I 1 Y'-� ( ) r PROP.2'VALLEY J II. • ao opo Q o-IC�._-_ ! (MAINTAINED BY TOWN OF CURB(TYP.) a+oo '_i CURB(TYP.)LEY J J J p - WAXHAVV) PROP.STOP Q W MATCHLINE m z I-: •Ia/1 BAR(TVP.) R=20' ,a °a. B/C re _ H SEE SHEET C5.6 �- y r Z I is.i l I I I gyp.): •• W LLJ 13 W Q f MATCHLINE PROP.HI-VISIBILITY CROSSWALK MATCHLINE r 0 I- 1 (NCDOT STD.1205.07)(TYP.) s SEE SHEET C5.16 SEE SHEET C5.17 O COo VERTICAL GRAPHIC SCALE co ' W 2 h to MI `iir °_ w (IN FEET) N 1 INCH= 4 FT. PROJECT INFORMATION �8I1®� DESIGNED BY: MRR DESIGNED BY: SAT 3 GRAPHIC SCALE i DRAWN BY: SAG PROJECT NUMBER: 23-00409 11 AIM Know what's below. ORIGINAL DATE: 05/1512024 CalI before you dig. SHEET: (IN FEET) C CJ.C J 1 INCH= 40 FT. 0 0 0 0 0 0 0 0 0 _ STREET CENTERLINE 0 O 0 O O O O O O A .N e ao iN mw d LINE TABLE + + + + + + + + + STREET CENTERLINE CURVE TABLE - o i =U E> $ U7 CO O e- N M w v m yy m LINE LENGTH BEARING 590- N N N N N_ CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA Q a o 'S m n I IN'E EV 578.7$ W y LL $m L1 265.37 N62°29.30"E T'- 7 gf/ Ci 428.84 500.00 227.28 413.82 N88°58'11"E 48°53'23" w U f L3 288.12 S68°37'ors • , -_ +.I C2 403.90 500.00 213.70 393.01 N88°14'21"E 46°17'02" PV EL EV 57:.61 C3 257.26 500.00 131.56 254.48 N78°50'18"E 29°28'57" L5 140.01 N85°05'50"E t(_ L7 129.10 585°25'13"E 110.00'VC 04 241.37 500.00 123.09 239.03 N28°42'53"E 27°39'33" _ LB 417.26 N42°32'39"E 6 O CS 258.72 250.00 140.97 245.59 SOLO 02'13"E 58°50'10" 0 C po O C6 262.99 200.00 154.42 244.45 316°17'24"E 75°20'33" L10 181.18 S37°27'18"E m m i Lit 223.57 S21°22'52"W41"E c ;h C7 105.11 150.00 54.82 102.97 S33°53'13"E 40°08'55" 4E 111 Co fq U CB 23.38 383.84 11.70 23.38 S17°43'OB"E 3°29'25" PMTMIll L74 49.33 553°57'41"E H I„) N y E. _ LIB 84.57 N21°22'S2"E _ m m W W C9 108.51 120.00 58.28 104.85 S42°42'52"E 51°48'33" _ Q Q L17 2.30 S20°18'01"E 1pl _ \ CIO 28.82 90.00 14.53 28.70 577°47'32"E 16°20'49" 580ill �- L19 224.02 S16°48'35"E - _ - C11 93.68 500.00 46.98 93.54 S81°35'55"E 10°44'05" L21 126.81 Sfi8°37'OB"E Cl G .4041‘.-"'". VI$TA=P 1+36.1 C72 109.07 300.00 55.14 108A7 S88°38'47"E 20°49'49" 1.UV%`• - - - `-- PVI ELEV=562.41 PASTA STw=z3+23.8y L23 415.14 S88°57'57"E _ K-20A0 PVI ELEV=558.92 C13 36.90 200.00 19.51 38.84 N7]°22'01"E 11°OB'35" L25 199.88 576°13'52"E _ '\ . _ 50.00'VC 1- K=20.00 C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" au 60.00'VC \\ EXIST. GRADE W C15 12.71 90.00 6.37 12.70 N69°08'37"E 8°05'35" 1111111// L27 87.37 N82°56'19"E - \\ o O_ K ``,s,I CA ///", I.- PROP.GRADE \ p"' p°'- rn»w m m M . in iti di u =H n '�'''� et"'u = : LICENSE NO.: : E' STREET CENTERLINE /y \ u u V u rri lii 5 V STREET CENTERLINE CURVE TABLE F-1407 LINE TABLE i N. >>m u O Q W u u V>> \\ O~1 IJjI m m W W CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA ��;(}):\••••••••• r�``� LINE LENGTH BEARING 570 \ LL33 \ C78 34.56 200.00 17.32 34.52 N73°34'09"W 9°54'03" Y sso AT�S``\ L29 183.35 N71°47'44"E 4! 77I// CI -,-'1 �^ p \ n C17 64.99 100.00 33.69 83.86 987°14'18"W 37°14'21'• /1111I111 L31 577.92 S84°46'42"E II \ \\ ry^ w 0n p it : 38"RCP 9 \ w n _ C18 30.06 300.00 15.04 30.05 N50°19.34"W 5°44'27" I L32 23.63 N73°11'25"E \ \ N c N E \\.11111 �✓•}'�/ _ 15L R� S. .n Ire)Ni¢ _ W C19 198.15 200.00 108.77 188.38 N25°OB'01"W 58°11'31" \\''G' •//�'� L34 79.41 N65°05'5VE - \ \ Q II V •�'/`. •, \ 0 Z■� - Z C20 52.91 90.00 27.25 52.15 319°57'39"W 33°41'09" .�9. L35 119.18 N78.31'10"W \ \ \ N. co> Q Q W H /C23 2o yN C24 145.94 200.00 76.39 142.72 S87°09'57"E 41°48'28" O• W1 R11R`sss L42 473.87 N53°11'47"W O F \ O LI C25 86.19 90.00 46.72 82.94 N80°37'59"W 54°52'24" 2024.09.28 09:4]:4&04'00' L44 79.63 NO2°59'db'E ~ W ` \\ \ ` \ •2.00% C28 78.54 50.00 50.00 70.71 S28°55'49'NV 90°00'00" L45 292.28 503°07'04"W 560 ` \\ \ \ _ \ \ C27 81.30 200.00 41.22 80.74 NOV 25'27"W 23°1T 29" 3 L47 25.94 NOV 59'14"E L�\\ "PCP • .Z...:_......." -- - m _ :-, C28 109.88 200.00 56.37 108.51 Ne7°40'11"E 31°28'44" L49 146.03 NOV 07'04'E _ • \ \ C29 142.28 350.00 72.14 141.30 NOV 25'27"W 23°1T 29" L51 25.34 N36°48'1VE ���\ \ \ • C30 64.99 100.00 33.69 63.86 N36°41'21"W 37°14'21" L52 340.57 536°48'13"W .,_.�� \ STREET CENTERLINE \ \\ / \\� \ LINE TABLE \\ '/- -i \.-... \ LINE LENGTH BEARING _i SPEED LIMIT NOTES: L54 48.44 S08°50'39'W 550 G // ADELINA BOULEVARD: 25 MPH a / L55 110.56 366.15'43"E - PAMPHIL DRIVE: 25 MPH SHETLAND AVENUE: 25 MPH 12 L57 615.04 N71°55'49"E TOLOMEI ALLEY: 10 MPH a3 SAN MINIATO STREET: 25 MPH L58 31.57 N53°11'47"W MILINESE ALLEY: 10 MPH GENOESE DRIVE: 25 MPH 3 L60 119.79 S71°55'49'NV PRATO STREET: 25 MPH PROP.8"GRAVITY o L62 99.50 S18°04'11"E MILINESE ALLEY SEWER(TYP.) PISA ALLEY: 10 25MPH A CIANO STREET: 25 MPH L63 682.95 N18°04'11"W STA. 16+00.00 -STA. 24+00.00 BORGHESE STREET: 25 MPH PISTORIA DRIVE: 25 MPH w L65 67.08 N05°13'18"E ORSINI ALLEY: 10 MPH SICILIAN STREET: 25 MPH O L66 287.00 371°55'49"W FLORENTINE STREET: 25 MPH - 0 ALDOBRANDINI STREET: 25 MPH LB] 408.54 N71°55'49"E rc cc L69 85.78 376°35'27"E A L70 50.88 N05°13'18"E 540 0 ry C Cnj 1�00f co O t0 Off C_ c�co n V e L72 908.54 N18°04'11"W o.C; rn C• N n 1*---.: Cj cn 03 IG 03 Iri L O1 IG °i N n N n 4, n N n N i0 u,(0 N i0 H .0 v1 .] L74 45.27 N55°18'32"W N N N 41 N N 0 u1 10 i PROP.6'PLANTING 1 STRIP(TYP.) PROP.151(15' ��``lI• Q .t.P' c�9' lrt� �P•4�V _ : i / (nl�� e SIGHT TRIANGLE AQ4\'4v(e7C* y�y/y-0) � \ i 58 / 15. GP/ N`y 0 W t T --`` ms�w- s R 1. rya Ov ,OS C`4+ m A "Y \\ \ / / ‹ O Q'!' e ,.ot 00•9), G� Gh• ei,,om��CQQ,�`\ 1 ,-fin �a2� LL IX 4 ^CB#C48 \tj.P� ����j 01�� \0c ryy A IS 40 0 G� - 4 lr" S 9� PROP HI VISIBILITY CROSSWALK 0- CI x- Q W �� �P�+ • �� I� `r1,pp� f.-..:/// �n\ v� (NCDOT STD.1205.07)1TYP.) W + LLI PROP.STOP QU .` T. •`\,,CQ ` .;9J. '' V ..Y PROP.10'UTILITY Q PROP.HI-VISIBILITY CROSSWALK '+ \� / \ \ ESMT. Z CV T BAR(TYP.) ,'s, (NCDOT STD.1205.07)(TYP.) \\ ` /�� ``CBgC31� O \ \ Q B i PROP. OWEDSDIRECTIONAL RAMP � `r/,,�Il / PROP.10'UTILnY �1-\-O v-, �O`�•�`` C�t� / \\ \\ tEOSo' J C ‘,,,,,4,)„,,,� /IDS/ r PROP.10'CONCRETE ESMT. \� V�1 � F.��•QVa,0. P.14\ \ \ e°" d'�` I, SIDEWALK(TYP.) \ * a I I ` ,c0 ON \ \ GpC + Q P. PROP.10'UTILITY ,, I / PROP.fi'PLANTING ///DI#C8.i' yy! - `�P\�C*� \\\\ \ \ a W , Z Lti ESMT. / ` I m"$ / STRIP(TYP.) / /'\.� 7 PROP.5'CONCRETE \ \ \ J I w %%�f CBOC29 ,* N DIMC28 PROP 2'-0"VALLEY / /�/ ��• f/®' � SIDEWALK(TYP.) \\ \\ Q ,/ t/-1,-36'RCP \ CURB&GUTTER /j// R \ ly�Q S "• . I� _�`���`as, \ j/i ,`, aGpk. DCBac23 \ '4W�4D•� m \\co \ \ VS' (if;:"...."- DCBgC7 P \ w a t S * . Slibillati‘N......"..... ���� 1 D1MC44 N�V-" m 1 VERTICAL GRAPHIC SCALE Z o 10W4* / 1� ` •' RIW Q Flit TCF �o \��a ' y�°^// '-I 1 \ //�ii// PG-w1 �i1A�CH E 2 LI o SIN 0 S \ r3 e\ �/ 1 _ \ ///�.`. M EE-�C5. (IN FEET) x •7 a$ �\ \��;os U Dlacas 11 ° 1. /ji/ SEE SH 1 INCH= 4 FT. w O"3B3 v�'`.,6 q1�\1 � 11 G " C10 PROP.15'PUBLIC N S�/� et., \ 5, N I'' 4�RC+�Q1����'`�` WATER ESMT. PROJECT INFORMATION PROP.2'-0"VALLEY \ �\ 1 � ' V WATT A_ CURB a GUTTER ' ° \ `, Dlacza PROJECT MANAGER: MRR (TYP.) / / ---._����•C9•__ .��� - � 20+00 � PROP.2'-0"VALLEY GRAPHIC SCALE 3 I DI\C27 '-� _�rY� 1"1■ _ma :�� o CURB&GUTTER DESIGNED BY: SAY _ 1 Y (TYP.) 3 18+09 �, _ 19+99 Y <� zw \ ��/ DRAWN BY: SAV 00 1� E pLLE -� PROJECT WOOER: 2340409 DIaC25 MIA"E�CCESS ESMT•) lZD PUBLIC Mp1NTp1NEo) (IN FEET) Know what's below. ORIGINAL DATE: 05/15/2024 1 INCH= 40 FT. Call before Y dl EIP=128. IPRNATELY you 9• SHEET: R=120' C5.6 G.L. O O O O O O O O O O STREET CENTERLINE _E _' mN _ O O 0 0 0 0 0 0 0 0 STREET CENTERLINE CURVE TABLE - u �`N "o $ + + + + + + + + + + LINE TABLE - "N o m m 2yy' N 4D 1- co 07 O OV M CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA m e - = m,S n 560N_ N N N N N M M M M - Ns " V LINE LENGTH BEARING L1 285.37 N82°29'30"E Cl 426.64 500.00 227.28 413.82 N86°56.11^E 48°53'23" U. 2 1 om L3 288.12 S88°37'OB"E C2 403.90 500.00 213.70 393.01 N88°14'21^E 46°17'02" W " " // EXIST. GRADE LS 140.01 N65°05'50'E C3 25].28 500.00 131.56 254.46 N]9°50'18"E 29°26'5]" `� L7 129.10 S85°25'13"E C4 241.37 500.00 123.09 239.03 N26°42'53"E 27°39'33" 4F \ ` LB 417.28 N42°32'39"E C5 256.72 250.00 140.97 245.59 SOB°02'13'E 56°50'10" `` :40 161.18 S3]°2]'16"E OB 262.98 200.00 154.42 249.45 318°17'24"E 75°20'33"2 223.57 521°22'52"WC] 105.11 150.00 54.82 102.97 S33°53'13"E 40°OB'S5" f0N \\ C8_ 23.38 383.84 11.70 23.38 517°43'08"E 3°29'25" 49.33 353°5]'41"E W \ MMTMIll \ C9 108.51 120.00 56.28 104.85 S42°42'52"E 51°46'33" L16 64.57 N21°22'52"E \O\ \\ C10 26.62 90.00 14.53 28.70 S]]°47'32"E 18°20'49" ' E 550 - .: L17 240 S20°18'35"E `` \ LOW POINT EL EV=633.7 L19 224.02 Sib°48'35"E C11 93.68 500.00 46.98 93.54 S81°35'55"E 10°44'05" -.111111114. W \ LOW POINT STA=31+63. C12 109.07 300.00 55.14 108.47 586°38'47"E 20°49'49" m \ PVI STA=:2+06.16 L21 128.81 S88°3]'OB"E _ ` L23 415.14 38fi°5]'5]"E C13 38.90 200.00 19.51 38.84 N77°22'01"E 11°08'35" 76'RCP �\ P EL EV 25.06 K=30.00 C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" L25 199.68 S76°13'52"E ���\ `'� \\ K=2i.00 165.00 VC C15 12.71 90.00 6.37 12.70 N69°OB'3]"E 8°05'35" 1111111// _ ��\ �\ C L27 87.3] N82°56'19"E ��oN �A��, 18•RCP �� ]B° \\ \\ w �� Cti i \\ RCP \ \ ti ip +Ni �f'• °'y9 1'- III' _ \\ " +e "' u'i = LICENSE NO.: 5 ',-- �'5\ tiS�o \\ AEI A. VW' -o Z() STREET CENTERLINE STREET CENTERLINE CURVE TABLE _ F-1407 \ 88 0 O >> F LINE TABLE \. 3 c1 U U> m m W J CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA \ +• \\ m m W W =W LINE LENGTH BEARING �i S.O°'•.°°• 5.s'���` W \ W - C16 34.56 200.00 17.32 34.52 N73°34'09'W 9°54'03" �i,qs °~5��� 540 \.. 5. \\ cn L29 183.35 N]i°4]'u"E ''/I/��1111�11Y�, C17 64.99 100.00 33.69 63.86 N87°14'18"W 37°14'21" • \ Q W L31 577.92 584°46'42"E CO C18 30.06 300.00 15.04 30.05 N50°19'34-W 5°44'27" �r \\�� h°R� \\�� m \\\ W L32 23.83 N73°11'25"E \\11111\1I,✓r� W LA ] V OP'GRADE (n C79 198.15 200.00 108.77 168.38 N25°OB'01"W 56°11'31" `\�„ t /, - „ r N 1 L34 79.41 N65°05'50"E • ',•/ J n c �iC I', - C20 52.91 90.00 27.25 52.15 519°57'39'W : :. `35 18 N]8 31 10Ww - C21 23.98 _3] 16 Nfi8°3]'OB"W - II N22 88.19 15000 4541 8692 N19°57'39"E ; 038830 _ Z Q W \ f ei Vgy L39 45.27 S74°08'32"W ��'• C9� Q u, Q H li N+N - C23 43.92 90.00 22.41 43A8 522°49'26"W 2]°5]'33" %9�'.Fry ��•:���� WU 97 w �\ J°> L 4]3.6] N53°11'4]"W C24 145.94 200.00 78.39 142.72 587°09'S7"E n°48•ze^ ��i/NeW,R:RF.`S. y ' III \ f_i f 9 - C25 86.19 90.00 46.72 82.94 N80°37'59"W 54°52'24" 2024.09.26 09:47:55-04'00' N.. L44 79.83 NO2°59'44"E U C28 78.56 50.00 50.00 70.71 528°55'49"W 90°00'00" 530 L45 292.28 503°0]'04"W m 'xn C27 81.30 200.00 41.22 80.74 N06°25'17°W 23°17'29" N/ L47 25.9d N09°59'14"E C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'44" 36'RCP III N L49 148.03 NO3°Or04^E _ �_ I \\ \ - Ill # P /• - - C29 142.28 350.00 72.14 141.30 NOB°25'27"W 27°17'29" L51 25.34 N36°48'13"E _ \\ m C30 64.99 100.00 33.69 63.86 N36°41'21"W 37°14'21" W (.2 ( L52 340.57 Safi°48'13'W \\ lB �� LI / - -' STREET CENTERLINE \�,,,_ _. LINE TABLE \\ II f ` _F// � '� LINE LENGTH BEARING SPEED LIMIT NOTES: x 520 \........ \ __ _ L54 48.44 S08°50'39"W ADELINA BOULEVARD: 25 MPH / PAMPHIL DRIVE: 25 MPH \ / L55 110.5fi 36fi°15'd3'E SHETLAND AVENUE: 25 MPH w 16 L57 615.04 N71°55'49"E TOLOMEI ALLEY: 10 MPH 3 G SAN MINIATO STREET: 25 MPH L58 31.57 N53°11'47"W MILINESE ALLEY: 10 MPH a� ----- - ----- () • / GENOESET DRIVE: 25 MPH �"R� L60 119.79 S71°55'49"W PRATO STREET: 25 MPH L62 99.50 518°Od'11"E PISA ALLEY: 10 MPH GENO SE DRIVE1 36"RC' -V BORG ESECIANO S STREET: 25 MPH 25 MPH T . 24 00.0 -STA. 33+00.00 L63 882.95 N78°04'11"W ORSINIA LEY' 25MPH w ~ + 1 L65 67.08 N05°13'18••E ORSINI ALLEY: 10 MPH SICILIAN STREET: 25 MPH O_ (P-OP. 51' 7' PUBLIC RAN) ' L66 287.00 571"55'49"W FLDOBRANENISTREET: 25 MPH ALDOBRANDINI STREET: 25 MPH to i L67 408.54 N71°55'49"E L69 85.78 376°35'27"E 510 L70 50.88 N05°13'18"E rfig m V r V ill"5 10 V m V r h N L72 906.54 N18°04'11"W of tvvo rn m r N1 V V �O 1•, M PH N Ri N h I': L74 45.27 N55°18'32"W i 10 N1 N1 N1 Y1 Y1 Y7 Y7 Y7 M7 P. 0 0 z MATCHLINE z - 3 SEE SHEETC5.16 a�w �m' kJ I: I:•y 4. 'I I VFa= _Y p PC.0I6706 , I I-N CO F W + z Z ' I a L"7 x- 1\1,t PROP.STOP/CB#E39to. i - N 4Q , Cl)WQ BAR(/ ++•I ,1IL•�>� _ m cm VJ 3 PROP.DUKE UTILITY EASEMENT ` 1•`j, I_ m D -I 4� W = DME25 '\y s•, .%I I I Ili Ilk ®- N W + _ _3 ) m i _ CV d • ce �>LLI Q u) z oy i � Iiv,r -1 z ,1 tio, Q m W J± OTCB#H2 \ �I 18"RCP tf ..rn : �o?°po 0 a MATCHLINE Cn m w a w m o MATCHLINE -'•E45 / V 4 41�i (q Z PROP.15x15' SEE SHEET C5.11 O a '> - t W W CB#ES6 I18" CP V PROP.6'PLANTING =`Q SEE SHEET C5.13 , 7� LLJ�, ,, ,c1... _ \\ \ �t "�CPe q, fl N W SIGHT TRIANGLE •W.. ~ ,. �1 PT.7+59.08 1 I /\y , J 'CB#E5] �'.``l9. STRIP CONCRETE O Z I. . I . ',I '1')/ cP • , •� \ < DCB#EB a ry I d° - O 0 u Claw 6 ,.a �I l P Q I® a 1 ce#Ea 36 a �`i. ZLi- Q il (p �1 , .•RC SIDEWALK(TYP.) m N- / I CB#E10 R=20' 1 / \,/ A y� �, W m W � �5"RCP . 1�<°. _I�IIII6} CB#E5/ E ICI I I WC , �'\ . JB#ES U I - O Z f CB#E11 1 36"RCP f'l/ P) w + = / �s �TANDnaDcuRB ce#Esa ry I \m O 1 VERTICAL GRAPHIC SCALE d 0 Z V _._ PROP 2'-6" ( K fl 1 N41111P // n U W -g -� �, - _ _ _ I: .,;'a°°RCP •./ / ` /� I✓ U J 7111 ! __ � ^, /_ i` \ ♦ PROP.B'PLANTING ' • o a tu �, Q I_n�® - �. A�I 1 1 11 1\ a `� ,IN W .� .e9� ����� q STRIP TYP 1 INCH-E4)FT a ininc W CB#Efib N P A z EP=B+ 2 H - -� - L_ _ _, -_� -�- • .'' _ / PROP 10'PUBLIC N T. - + - -_ -- YL- CB#E84 / UTILITY ESMT. y N ii ` =_1 a _ �-�^ q- �'' CB#E]5 `� PROJECT INFORMATION I "' I _1 - - --I. �'R __ 1 ' PROJECT MANAGER: MRR (TOWEDS DIRECTIONAL RAMP I I I GENOE$E DRIVE �_� I .[ CB#E80 x ' GRAPHIC SCALE ���® DESIGNED BY: SAT 3 I I I I I (MAINTAINED BY 7 ) , -- w DRAWN BY: SAV I I I I I OWN OF wAx,AW y s I__ -.----1 V. ��/ PROJECT NUMBER: 23-00409 PROP.HI-VISIBILITY CROSSWALK I I I I I m PROP. PUBLIC I I11 - (NCDOT STD.1205.07)(TYP.) UTILITY ESMT. I I I I I I f I I PROP.5'CONCRETE (IN FEET) Know what's below. ORIGINAL DATE: 05/15/2024 ,18 III I I i I I PROP.2'-0"VALLEY SIDEWALK(TYP.) Call before Y dig. CURB&GUTTER 1 INCH= 40 FT. you f! SHEET: LI I I (TYP.) C5.7 I STREET CENTERLINE m m m m"' z v STREET CENTERLINE CURVE TABLE o f `c g N LINE TABLE _ w v,n yy LINE LENGTH BEARING 0 O O O O O O CO CURVE LENGTH RADIUS I TANGENT CHORD BEARING DELTA- ¢ a NI'm m L1 285.37 N62°29'30"E M er N 4D + co + C1 d26.6d J 500.00 227.28 613.82 N86°56'11"E de°53'23" W U ii ,1 m f L3 140.02 N68°37'50"E - M el el el el el el1" 550" C2 403.90 500.00 213.70 393.01 NOR"14'2E 48°17'02" 33 L5 140.01 N65°05'50"E ~mq C3 257.28 500.00 131.56 254.46 N79°50'18'•E 29°28'57" q W M C4 241.37 500.00 123.09 239.03 N28°42'53'•E 27°39'33"L7 129.10 S85°25'13"E f Z ry C5 256.72 250.00 140.97 245.59 308°02'15"E 58°50'10" LB 417.28 N42°32'39"E K II> L10 181.18 S37°27'iB"E -0 F J CB 262.99 200.00 154.42 244A5 S16°17'24'•E 75°20'33" P N W C7 23.38 150.00 11.70 23.8 sir 53'13"E 3°29'5' L12 223.57 S21°22'52"W L14 49.33 353°57'41"E HIGH POINT ELEV=534... CB 23.38 383.84 11.70 23.38 S17°63'OB"E 3°29'25" PMTMIll LIR 64.57 N21°22'52"E HIGH POINT STA=35+36.7 CXISF. ADC C9 108.51 120.00 58.28 104.85 S42°42'52'•E 51°48'33" PVI STA=34+84.29 C10 28.82 90.00 14.53 28.70 S77°47'32"E 18°20.49" u7 2.30 s20°18•or•E PVI ELEV=535.58 PVI STA= 7+57,14 L19 224.02 Sib°48'35.E K=30.00 PW ELEV 532.85 C71 93.68 500.00 46.98 93.54 S81°35'S5"E 10°44'05" __ 165.00'VC K='I ,99 C12 109.07 300.00 55.14 108.6] 386°38'4]"E 20°d9'69" L21 128.81 588°37'OB"E 540 q - _ 100.0 VC L23 415.14 386°57'57"E F-m /� ror i C13 38.90 200.00 19.51 38.84 N77°22'01"E 11°OB'35_ L25 199.68 S78°13'S2"E PROP-GRA / A \ � 4.4. a m C14 81.77 200.00 41.47 81.20 N83°30'31••E 23°25'34" ,,/ LL LLel +Fs.;"' +i " +' n C15 12.71 90.00 6.37 12.70 Nfi9°OS'37"E 8°05'35" \\1111111//// 4. L27 87.37 N82°56'19"E pj lil // m 1 -L1.1 n.•+ M N M N r \\�N CqR�/�� / / O -1.00% g g \\+'g W , LICENSE NO.: 51 1,1 /STREET CENTERLINE / f II1 I F-1407 F. STREET CENTERLINE CURVE TABLE y ? LINE TABLE u '''N w \, 3 N. U. 6 W CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA Ff•. V��� LINE LENGTH BEARING �/ _ �� - - ////j q�"••••.••••/���� L29 183.35 N71°47'44"E / C3 _ �2411 "'� Ci6 34.58 200.00 17.32 34.52 N73°34'09'W 9°54'03_ I/]/„„O N l,'''N 7 C17 64.99 100.00 33.69 63.86 N87°14'18'W 3]°id'21. �j L31 577.92 580°46'42"E �� - 530 / 00'''' ___ C18 30.06 300.00 15.04 30.05 N50°19'34'•W 5°44:27" 11 'ill L32 23.63 N73°11.25"E -_ - I C19 196.15 200.00 106.77 188.38 N25°OR 01'W 56°11'31" `�‘�C), ''.//i L34 79.41 N65°05'50"E / _ )• - _ C20 52.91 90.00 27.25 52.15 319°57'39"W 33°41'09" j/ ., �� L35 119.18 N78°31'10'W N. / - R P " ^- 7, ]/� C21 23.98 200.00 12.00 23.96 NO6°33'09"E 6°52'10" _ ' SEAL _ L37 153.16 N68°37'08'W w(� I _____-___ 38"RCP III C22 88.19 150.00 45.41 86.92 N19°57'39"E 33°41'N. - 038830 L39 45.27 574°08'32"W 30'RC PJ -____ III i9••'F •��� w - - C23 43.92 90.00 22.41 43.48 S22°49'28"W 27°57'33" T•.NGINEF L40 59.21 N47°2T 21•W S- w �� II - /� h"Eyy R�RE��'` V= % 'Z' ___ C24 145.94 200.00 76.39 142.72 SOP 09'57"E 41°48'28" ]]//lllllllllll\\\\\` L42 473.67 N53°11'4TW 4- Cr) 1e C- _- - - L46 ]9.83 NO2°59'44"E C / C25 86.19 90.00 46.72 82.94 N80°37'S9'W 54°52'24" 2024.09.26 09:4862.0400' i W i 36'RC C26 78.54 50.00 50.00 70.71 S26°55'49"W 90°00'00" L45 292.28 S03°07'04"W en - - m C C27 81.30 200.00 41.22 80.74 NOW 25'27'W 23°17'29" L47 25.94 N09°59'14"E L49 146.03 NO3°07'04"E 520 C28 109.88 200.00 58.37 108.51 N87°40'11"E 31°28'44" C29 142.28 350.00 72.14 141.30 N06°25'27'10/ 23°17'29. L51 25.34 N36°48'13"E C30 84.99 100.00 33.89 83.88 N36°41'21'W 37°14'21" I L52 340.57 Safi°48'13"W STREET CENTERLINE LINE TABLE LINE LENGTH BEARING SPEED LIMIT NOTES: L54 46.44 S08°50'39•W 6 ADELINA BOULEVARD: 25 MPH PAMPHIL DRIVE: 25 MPH12 L55 110.58 S68°15'43"E SHETLAND AVENUE: 25 MPH L57 815.04 N71°55'49'•E 510 SANOMINIATO STREET: 25 MPH 5 L58 31.57 N53°11'47W MILINESE ALLEY: 10 MPH GENOESE DRIVE: 25 MPH 3+ L60 119.79 S71°55'49'W PRATO STREET: 25 MPH O - L62 99.50 SIB"O4'11"E PISA ALLEY: 10 MPH CIANO STREET: 25 MPH p L63 682.95 N18°NV11'W BORGHESE STREET: 25 MPH - PISTORIA DRIVE: 25 MPHFai ORSINI ALLEY: 10 MPH L85 87.08 NOS°13'18"E zp SICILIAN STREET: 25 MPH - L68 287.00 S71°55'49'W FLORENTINE STREET: 25 MPH - 5 ALDOBRANDINI STREET: 25 MPH ex L67 408.54 N71°55'49.E L69 85.78 S78°35'27"E A L70 50.88 N05°13'18'•E o L72 908.54 N18°04'11•N 500 L74 45.27 N55°18'32,N i 3 a GENOESE DRIVE g STA. 33+00.00 -STA. 39+17.92 �M,., o (PROP. 51'/57' PUBLIC R/W) ,wag 000 f2 Z QM ,,' 490 N ro� N� W O O01 V 09 • JVJ N r W V mV c"i 1"' Ai prn il 2 PROP.2.-0"VALLEY P°`op'Po Q Q CURBS GUTTER `pO°\`� V, (TYP.) �c IJJ 1- Z PROP.10•PUBLIC- PROP.15'X15' ) PROP.6'PLANTING SIGHTTRIANGLE ? m Q `� U I - fn - UTILITY ESMT. 1_ = STRIP(TING1 (TYP.) MATCHLINE Z w „_'� �` - ` uJ ( W SEE SHEETC5.17 w�maLL DCBBF2 f' `I � re O� azz ®4 Z J Q x PROP.5'CONCRETE . ' I -I J = ' PROP.5'CONCRETE ' / $ p \ W LI- Z d r , SIDEWALK(TYP.) R 20 P 0 CB#F6��I `� �-�,CBMFS F CBMF4 SIDEWALK(nP.) pZ@///POP// VERTICAL GRAPHIC SCALE (9 00. Q ('n I °��. E° - I RhY(TYP) °,�d •.'7p" _ I •j CB#FS C+ g0+ ce Q 77 m 3 I` I1 .11® ' ��ItI I BiC TYP I , ma r.rg i i N �Rc� - - °I�1#mow �r 3R e° ` - Li co W D a nP. �� ®i!, r L C� (n t -- _-I�I� a 39+00 2 _ - _ u (IN FEET) _ Rl •I e m - L31 c' / 1 INCH= 4 FT. m m+ • +�'I NI IMF o+.aI Y�I �I *I � / 4 x ('� Z 18"RCP®m� ry i. L - {. . ul N I71 • - ` `° c` ° - / / PROJECT INFORMATION Ot ,I - GENOESE DRIVE �� �1 -Pod GRAPHIC SCALE cBnE37 ( cenF23. I I a I r I I ° I 'p Q- PROJECT MANAGER: MRR JI (51'PUBLIC RAN) ,` p a "STRIP B'PLANTING ( ) , I ° I ` .. :.. Y \ 13'1® DESIGNED BY: SAV MAINTAINED BY TOWN OF WAXHAW •' (TYP.) PROP.STOP ,L 3 I- ( ) PROP.5'CONCRETE l r- - <� - M �� ��/11 DRAWN BY: GAS BAR TYP. L PROP.10 PUBLIC _ C I _ SIDEWALK(TYP.) I _ _ _ I UTILITY ESMT. I - - _ PROJECT NUMBER: 2340409 I I_ I I 11I (IN FEET) Know what's IIOIOW. ORIGINAL DATE: 0511512024 I II II I I I 1 INCH= 40 FT. Cali before you dig. SHEET: PROP.DIRECTIONAL RAMP- PROP.HI-VISIBILITY CROSSWALK /'►Cry(� (TOWEDS STD 136.1)(TYP.) (NCDOT STD.1205.07)(TYP.) ■V_-Vl l8S 04 STREET CENTERLINE ` LINE TABLE STREET CENTERLINE CURVE TABLE w 9? m m N 8 LINE LENGTH BEARING CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA Q O i m D ,4A,, a U. C. g Li 265.3] Nfi2°29'30"E C1 426.64 500.00 227.28 413.82 N86°56'11"E 48°53'23" W U L3 268.12 368°37'08"E C3 403.90 500.00 213.70 254.46 N79° '21"E 29°28'57" L5 140.01 N65°05'50"E C3 257.28 500.0050 131.56 254.46 N79°50'18"E 29°28'57" L7 129.10 S85°25'13"E C4 241.37 500.00 123.09 239.03 N28°42'53"E 27°39'33" L8 417.26 N42°32'39"E C5 256.72 250.00 140.97 245.59 308°02'13"E 58°50'10" LIO 181.18 537°27'18"E C6 262.99 200.00 154.42 244.45 S16°17'24"E 75°20'33" L12 223.57 321°22'52"W 0 0 0 C7 105.11 150.00 54.82 102.97 333°53'13"E 40°08'55" O O O O O N O O O n O O O O O + + + + C8 23.38 383.80 11.70 23.38 317°43'08"E 3°29'25" L14 49.33 S53°57'41"E + + + + + + O r HIGH POINT ELEV=568.60 N N IMMTMIll L18 64.57 N21°22'52"E O a- N M V 'I' 580 NIGH POINT STA=1.46_SR C9 108.51 120.00 58.28 104.85 S42°42'52"E 51°48'33" 580 1 PVI STA 2 1+54.95 Li] 2.30 320°18'01'E PVI ELEV=569.16 C10 28.82 90.00 14.53 28.70 377°47'32"E 18°20'49" '� L19 224.02 S18°40 35"E K-21.81 C71 93.68 500.00 46.98 93.54 S81°35'55"E 10°44'05" L21 126.81 368°37'08'E m '188.8 p. 0•VC Ill C12 109.07 300.00 55.14 108.67 386°38'47"E 20°d9'49" L23 415.14 588°57'S7"E >e p an r a C13 38.90 200.00 19.51 36.64 N77°22'01"E 11°OW 35" 10 L25 199.68 376°13'52"E O o V 0.0.m IB C74 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" Z e SR \\1111111///2j L27 87.3] N82°56'19"E j e II o -- C15 12.71 90.00 6.37 12.70 N69°08'37"E 8°05'35" �\'5 CA ,,,, „> a uu aN......Ro�ti NNW LOW POINT E LEV o563,6S27 PVI STA=2+56.39 0 o m m w W o ��f'•• ••\9 S. rr PVI ELEV=565.39 EXIST. GRADE L, PVI A=0•0452 K-1013.00 II • a;° _ LICENSE NO.: STREET CENTERLINE P'JI ELEV=563.52 100.00'VC r^ f 6 i F-1407 a� PROP GRADE N> rn> STREET CENTERLINE CURVE TABLE y 3 LINE TABLE + K=:0.00 �.V�• T `vn X 570 6�i------- �6 W CURVE I LENGTH RADIUS TANGENT CHORD BEARING DELTA �..• 4•••°•°••• •° ` LINE LENGTH BEARING 570 _-- C 4Vp _ - - '� q �S, N> MIN N m +tP a0 V'r _ `\\ C18 34.56 200.00 17.32 34.52 N73°34'09"W 9°54'OJ" ']/%�I III \\\��, L29 163.35 N71°47'40"E N N --- � C J \ - C17 64.99 100.00 33.69 63.86 N87°14.18"W 37°14'21" E 572 S80°46'62"E 1 W O r`o1 0,� 2 N /260/III f/J \ _U U v� V w -- C9 19615 20000 10677 18838 N25O601W 561131 •79.41 N65°05'50"E �$�-S i • _ m m m m W i C20 52.91 90.00 27.25 52.15 319°57'39"W 33°41'09" = �i/ 9, '% L35 119.18 N78°31'10"W • .72 0- V V OM _ SEAL 1 00% C21 23.98 200.00 12.00 23.96 N06°33.09"E 6°Sr 10•• - ' 038830 = L37 153.16 N68°37'OM - -� PROP.GRADE-1C22 88.19 150.00 45.41 86.92 N19°57'39"E 33°41'09" .''-•• •C9� L39 45.27 S74°08'32"W C23 43.92 90.00 22.41 43.48 322°69'26"W 2]°5T S3" /��TT'>VGINE IC:.',���` L40 59.21 N47°2T 21,N - ��� _- EXIST. GRADE4,�NeWIR11RF`\�� C24 145.94 200.00 76.39 142.72 587°09'57"E 41°48'28" L42 473.67 N53°11.47,N .... ' 15 RCP 2024.09.26 09:48:09-04'00' L44 79.83 NO2°59'a4"E IP 560 ,,' ______ - 560 C25 86.19 90.00 46.72 82.96 N80°37'59"W 54°52'24" ' L45 292.28 303°0]'00"W , - Hi:61..Cr -_- C28 78.54 50.00 50.00 ]0.71 S28°55'49"W 90°00'00" mC27 81.30 200.00 41.22 80.74 N06°25'27"W 23°1T 29" L47 25.94 N09°59'14"E - C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'44" L49 146.03 NO3°07'04"E C29 142.28 350.00 72.14 141.30 NO8°25'27"W 23°1T 29" L51 25.34 N36°48'13"E - C30 64.99 100.00 33.69 63.86 N36°41'21"W 3T 14'21" L52 340.57 S36°48.13'W STREET CENTERLINE LINE TABLE LINE LENGTH BEARING 550 550 SPEED LIMIT NOTES: Na L54 46.44 S08°50'39"WCi ADELINA BOULEVARD: 25 MPH PAMPHIL DRIVE: 25 MPH SHETLAND AVENUE: 25 MPH 3 L55 110.56 S66°15'43"E TOLOMEI ALLEY: 10 MPH w L57 615.04 N71°55.49"E SAN MINIATO STREET: 25 MPH L58 31.57 N53°11'47"W MILINESE ALLEY: 10 MPH g L60 119.79 371°55'49"W PRATO ST-EET PRATO STREET CUL-DE-SAC PGENESE DRIVE: 25 MPH 8 RAOO STREET: 25 MPH L62 99.50 318°04'11"E STA. 0+00.00 - TA. 2+73.80 PISA ALLEY: 10 MPH L63 682.95 N18°O4'11"W STA. 0+00.00 STA.4+15.24 ROROHCIANO SE ST 25 MPH 110 /��� (PROP. 61' PUBLIC R/Yr) BORGHESE STREET: 25 MPH w (PROP. 51F PUBLIC R/YY) OPIRSINIIA DRIVE:Y: 10 MPH L65 67.08 N05°13'18"E ORSINI ALLEY: 10 MPH O_ w SICILIAN STREET: 25 MPH - S ex te L66 287.00 371°55'49"W FLORENTINE STREET: 25 MPH fu L67 408.54 N71°55'49"E ALDOBRANDINI STREET: 25 MPH W 540 < L69 85.78 576°35'27'E 540 M N N tP tP nOD oCO o 0 V N 90 r 40 N N o N 6,1G m 00 fgP- s, 1G L70 50.88 N05°13'18"E 2 V ro M tWC a 2(6 10 OG 8 OG O N 0 h 0 L72 908.54 N18°04'11"W :O/1 :O/1 in H in 1�01 N0 0 i L74 45.27 N55°18'32"W 00 Q Q t 1 �( O ]� I in \��j�� I1 I 11 PROP.S'CONCRETE I -"' ~ G '� 48"RCP(CLASS IV) 1 SIDEWALK(TYP.) - r /// PROP.HI-VISIBILITY CROSSWALK �` 3'�� CBCC3 ( 1 1 I ��/ I:L_ o \ /� /� O N V (NCDOT STD.1205.07)(TYP.) .�V m N \ ( Y \ _ PRATO STREET ��� Q \\ PROP.6'PLANTING 1 '� / ,J (6T PUBLIC R/W \ STRIP(TYP.) - v .y ,F (MAINTAINED BY TOWN F -¶ / .gym/ '� ® � w'OI PROP.DIRECTIONAL RAMP % (roweossrDlafi.1)(TYP.) 1 \ S _ _cBuc1-;-. AXHAW L ` > \ \ �cw°��° w Q LI- u�a + IL Il ----OFW ) � - 7u�/ M�9�4w9��1 w°-e° a ti ,CBgC17 w E. 7 ®� ,.- JBnca I0v ®��: , I a H N Z N \)`%%% ��. 3aaic N 0� ?. _ _���° PROP.2'A"VALLEY OZY q7L \ .P .Adi _ ® ry C1�\ CU PB&GUTTER - W w 1 °yl- \ �t� �=- s ,/ °° m ) O - 0 v m� (CLASS M ,1 -� �St9Q�1®16io�y♦ a a I 1 // _ CBNC43 p-1_-•.- II_ _ `.II - CBMC18__ e / Z 0. PT-4 20 74 1 �� L- / � 9 L- -_. I -'III, I • PROP.6'PLANTINGCe /il/�81� r R-20 L_��- 1 � Li L-�__' 1__ ' _ Q - RIP" • (TYP. I PROP.5'CONCRETE PROP.10'PUBLIC f r STRI\m\) VERTICAL GRAPHIC SCALE \ SIDEWALK(TYP.) UTILITY ESMT.(TYP.) \ \ PROP.15'%15' PROP.2,6"STD. I 2I`. -• CBBC5 SIGHT TRIANGLE I I i I a \\ \� - 1 2 CURB&GUTTER BIC y I (TYP.) 1 1 1 \ \ W 0• - .'.s I u I I 111 1 11 1 1 I \\ \ (IN FEET) 1 .1 1 INCH= 4 FT. PROJECT INFORMATION PROP.STOP MATCHLINE PROJECT MANAGER: MRR SEE SHEET C5.2 1311® DESIGNED BY: SAY 3 GRAPHIC SCALE -....11,,,-.. DRAwNBv: sAv PROJECT NUMBER: 2340409 ` 11 Know what's below. Call before you dig. ORIGINAL DATE: 0511512024 Q J �P SHEET: (IN FEET) C5.9 a 1 INCH= 40 FT. STREET CENTERLINE =N mw >N d LINE TABLE STREET CENTERLINE CURVE TABLE o i E m 2yy o $ o O O O O O O O co .N me CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA "= m n LINE LENGTH BEARING O O O O O O O O is• a aW " L1 265.37 N62°29'30"E O + 0V M v (0 to + Ci 426.64 500.00 227.28 413.82 N88°56'11"E 48°53'23" N U "8 $E f r C2 403.90 500.00 213.70 393.01 688°14'21"E 46°1T 02" W L3 288.12 568°37.08"E JI L5 160.01 N65°05'50"E C3 257.28 500.00 131.58 254.46 N79°50'16"E 29°28'57" L7 128.10 585°25'13"E - C4 f 241.37 500.00 123.09 239.03 N28°42'53E 2T 39'33" LB 417.26 N42°32'39"E - CS 256.72 250.00 140.97 245.59 508°02'13"E 58°50'10" LID 181.18 332°22'18"E `�`� - .... C6 262.99 200.00 154.42 246.65 316.17.24"E 75°20'33" L12 223.57 S21°22'S2'YJ 590 //� \ - -_ - C7 105.11 150.00 54.82 102.97 S33°53.13"E 40°08'55" L14 49.33 553°57'41"E / \ C8 23.38 383.84 11.70 23.38 517°43'08"E 3°29'25" // \ PMTMIll L16 64.57 N21°22'52"E // �����\ C9 108.51 120.00 58.28 104.85 342°42'52"E 51°48'33" / EXIST. GRADE \ - C10 28.82 90.00 14.53 28.70 sir 47'32"E 18°20'49" L17 2.30 520°16'01"E / ` .. 1‘. L19 224.02 S16.48'35"E / - C11 93.68 500.00 46.98 93.54 381°35'55"E 10°44'05" / PVI STAELEV=526 _L21 126.81 568°37'08"E // PVIELEV=576.66\\ C12 109.07 300.00 55.14 108.47 588°38'47"E 20°49'49" L23 415.14 386°57'57"E / p K 4 20.00 \- C13 38.90 200.00 19.51 38.84 N77°22'01•'E 11°08'35" / W mp 8 40.00'VC I N. C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" L25 199.68 578°13'S2"E // .1 m N L2] 87.37 N82°56'19"E / / II ". m ID a C C15 12.71 90.00 6.37 12.70 N69°08'37"E 8°05'35" ``"1N 1ICIAI ,� re'rl 7. 580 di W a W �; ••�9'- / PVI STA=4+67.36 LJ L1 O. - 2 s / w >> > _ LICENSE NO.: STREET CENTERLINE / -PVI ELEV a 566.31 • a m w STREET CENTERLINE CURVE TABLE - F-1407 LINE TABLE b K=20.Oo f FS.. ! 77 CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA LINE LENGTH BEARING / W b 14 40.00 VC - W �i��fp•°,••••30,•. ,.•�V`�� / W+laD p C16 34.56 200.00 17.32 34.52 N73°34.09"W 9°54'03" '4 q5` ~5�� L29 183.35 N71°47.44"E / S a 0 •'t ^w • - Y7/I///1 11 '''''i / O II V 0 N C17 64.99 100.00 33.69 63.86 N87"14'18"W 3]°ib'21" /1111111` L31 577.92 S84°48'42"E / D:Q W. +b s y W- L / O F J <N •V •ROP, RAU E i6 w C18 30.06 300.00 15.04 30.05 N50°19'34"W 5°49'27" 1 / V V W j OL V n C19 196.15 200.00 106.77 188.38 N25°06'01"W 56°11'31" `z,. 0 • /i;� L32 23.63 N73°11'25"E / a W W 6)lil 1n w ' \"""11 L34 79.41 N65°05'50"E / - >> W p.p..• "•''•. P4 P4 00 a C20 52.91 90.00 27.25 52.15 S19°57'38•'W 33°41'09" / L35 119.18 N78"31'10"W // W IaBF I W- ' J+n z` '1/ .' '.% / A a AUO d II N C21 23.98 200.00 12.00 23.96 N06°33'09"E a°sz•10•• SEAL _ L37 153.16 N88°37'08"W / O O e C22 88.19 150.00 45.41 86.92 N19°57'39"E 33°61'09'• 038830 _ L39 45.27 S74°08'32"W 570 // -_i 6!%W �7i•'. '�� / /_ C23 43.92 90.00 22.41 43.48 S22°49'26•'W 27°5T 33" ��, •FN ��••.� L40 59.21 N47"27'21"W / /? /�- i T•.GME. ������ L42 473.67 N53°11'47"W '// 1 � 1 C24 145.90 200.00 76.39 142.72 387°09'57"E 61°48'28" '/� IIIIIR `\` _ Vt.' - - - C25 86.19 90.00 46.72 82.94 N80°37'59"W 54°52'24" 2024.09.26 09:48:18.04'00' L44 79.83 NO2°59'44"E W // - p > WI STA=BlV97.30 - i i/' C26 78.54 50.00 50.00 70.71 S26°55'49••W 90°00'00" as 292.28 s03°oT 04"W re o PVI ELEV=559.21 / - a p R=100.DO - i C27 81.30 200.00 41.22 80.74 N06°25'27"W 23°1T 29" L47 25.94 N09°59.14"E W n /"W i cm L49 146.03 NO3°0]'O4"E W o II L. 9.00.00•VC - i-IS"qCi i - C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'44" O II> / C29 142.28 350.00 72.14 141.30 N06°25'27"W 23°iT 29" L51 25.34 N36°48'13"E WI-j ;1 // N N Cl N W y yI /� 290w _ �� _ C30 64.99 100.00 33.69 63.86 N36°41.21'•W 37°14'21" L52 340.57 536°48'13"W 0:13 // N W / Nw UI >> /// ->W --- CO WI STREET CENTERLINE 560 0 / I LINE TABLE a 1.00% / _ ./ - LINE LENGTH BEARING -18"RCP SPEED LIMIT NOTES: rig -18"RCP ADELINA BOULEVARD: 25 MPH L54 46.44 SOB°50'39"W / _ L m 1 PAMPHIL DRIVE: 25 MPH 12 L55 110.56 S66"15'43'•E - w 24"RCP SHETLAND AVENUE: 25 MPH L57 615.04 N71°55'49"E U Cc / - TOLOMEIALLEY: 10MPH 3 SAN MINIATO STREET: 25 MPH L58 31.57 N53°11'47"W / - MILINESE ALLEY: 10 MPH GENOESE DRIVE: 25 MPH L60 119.79 571°55'49"W - PRATO STREET: 25 MPH L62 99.50 S18°04.11"E / _ PISA ALLEY: 10 MPH CIANO STREET: 25 MPH 30 L63 682.95 N18°04'11"W PISA ALLEY BORGHESETORIA DRIVE:VE 25MPH , 15"RCP PISTORIA 25 MPH w L65 67.08 N05°13'18"E 550 _ ORSINI ALLEY: 10 MPH u STA. 0 00.00 •STA. 7 76.12 SICILIENINESTR: 25MPH O_ w L88 287.00 571°55'49"W "} FLORENTINE STREET: 25 MPH - S L67 408.54 N71°55'49"E 9 ALDOBRANDINI STREET: 25MPH Ix fce u L69 85.78 576°35'27"E L - w N L70 50.88 N05°13'18"E _ Qo 1 L72 908.54 N18°04.11"W 545 e L74 45.27 N55°16'32"W o r mNI . I- th cc. t•f 10 rn 10 V ip o ip N. . r i N o of IL(1 ii `Lc)O N m L.r IMO co m W IAO °i r Lc) r 21. 1" N1 N1 N 10 ID ItS h II7 In N 1 1 I S MAToi o EE SHEET C F oo cc, o " I 5 1? % / ..:,, , ,.... .._ PROP.2'-0"VALLEY \ iCe#E20 T �// /CURB&GUTTER I� ` / W PROP.HINISIBILITY CROSSWALK (TYP.) PROP.1E UBLICESMT. �=` 4Q j� ,r/� CBME21 / / w O Cl) (NCDOT STD.1205.07)(TYP.) WATER ESMT. _ (TVP.) \ \\ o} C201------..............;- \ 'ryP`2.7 1I / / + Q \�®,,__ g.q%- �I ,~�, o MATCHLINE E�" rs _ / / / /7\,< •``,•DMEz2 ° /- 1 / SEE SHEET C5.4 t"o°p° -DME59 ®� -/ J\ .(\ / y),v� 2'"00 `eil," ii /'. r // og' Ce Q .sti CO I- MPgN��C5 6 �� �/ ___----1, ?�C PCVf�/s C OT, Jr',. /'/..Afi� � p\'\ <"I/ / // / f 1 cBMJl1 !_ cBaJ7 I �/.� Z_ OME19 / �I15 ItCP r��„ V! - 45 �� p�N \ ® p\ /5 \ / /l I _ /V ^m' l� PROP.S•CONCRETE W J n -11 SE .♦ i UV G `�M IRCP .' a �I/� 3 \\II 0.0P ° / • O P /�.(4� \\\ r,'1 11/ / ) \ o� I r IsIIII III _ SIDEWALK(TYP) JWW- )- ----1,, % `` / - - "DI8E23 , PROP.6'PLANTING Q - \ \ 1� / \ ' /\ \ \ u I / / �.4.._ , - _ I 1 STRIP(TYP.) Q L.LQ -- 'p` %• •_ _ -- - / / / ) 'S"Rc - -'�: +6353 VERTICAL GRAPHIC SCALE O \'\ .. i.� • ., _ \ \ Pc n� .0.31s74l` - _sti23 s DME56 � B/CoAV PROP.z•-D••� co \PROP.6'PLANTINGTVP) 1 STANDARD CURB RCP1 INCH= 4 FT At E MATCHLINE PROP.STOP �� G5• a P(ROWEDS STD0NALRAMP 136.1)(TYP)-- \\\_ - P,-1GNt.�G56 \ (NCDOT STID.IB1205.0])(TYP.))ALK SEE SHEET C5.15 BAR(TYP.) �� _ P°(G��'( N _( 2 M SNE� / �� ``�S GRAPHIC SCALE SEA \ C- PROJECT INFORMATION Ot 44 - • ���0, DESIGNED MANAGER MRR DESIGNED BY: SAV PROP.10'PUBLIC 3 UTILITY ESMT. (IN FEET) DRAWN BY: SAV 1 INCH= 40 FT. PROJECT NUMBER: 2340409 Know what's below. ORIGINAL DATE: 05/15/2024 Call before you dig. SHEET: O C5.10 STREET CENTERLINE STREET CENTERLINE CURVE TABLE 1 a N o t E y 4 id S N 8 LINE TABLE LINE LENGTH BEARING CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA Q 21 -5 Li 265.37 N62°29'30'E Cl 426.64 500.00 227.28 413.82 N86°56'11"E 48°53'23" W U $ -L3 298.12 S68°37'50"E 57 C2 403.90 500.00 213.70 393.01 N88°14'21"E 46°17' " L5 140.01 N65°05'50"E C3 257.28 500.00 131.58 254.48 N79°50'18"E 29°28'S7" L7 129.10 385°25'13"E Cd 241.37 500.00 123.09 239.03 N28°42'53"E 27°39'33" L8 417.26 N42°32'39'E 0 C3 C30 O CS 256.72 250.00 140.97 245.59 S08°02'13"E 56°50'10" L10 181.18 S37°27'18'E 0 0 0 O O CO 262.99 200.00 154.d2 244.45 S16°17'24"E 75°20'33" r + + PI580 L-12 223.57 321°22'52'W C7 105.11 150.00 54.82 102.97 S 53'13"E 40°06'55" L14 49.33 S53°57'41"E CO 23.38 363.84 11.70 23.38 SIT"77°/3'OB"E 3°29'25" PMTMIll L18 64.57 N21°22'52"E C9 108.51 120.00 56.28 104.85 S42°42'52"E 51°48'33" L17 2.30 320°18'01"E C3.68 90.00 14.53 28.70 S81°35'55'E 10°44' " L19 224.02 S16°48'35"E C11 11 93.fi8 500..00 46.98 9305 .56 381°35'55"E 10°db'05" L21 126.81 368°37'USE C72 109.07 300.00 55.14 108.47 S88°38'47"E 20°49'49" v L23 415.14 688°57'S7"E C13 38.90 200.00 19.51 36.64 N77°22'01"E 11°08'35" L25 199.88 S76°13'52"E A I C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" L27 87.37 N82°56'19'E F II C15 12.71 90.00 6.37 12.70 N69°08'37"E 8°05'35"W 041 CARS,, > `.1./°. °.. ti y94. 570 ' : LICENSE NO.: STREET CENTERLINE STREET CENTERLINE CURVE TABLE F-1407 LINE TABLE EXIST. GR'DE S. /' CURVE LENGTH RADIUS TANGENT I CHORD I BEARING DELTA �4,,,,••,° /�C'����` LINE LENGTH BEARING PVI STA=ELEV °9.89 / C16 34.56 200.00 17.32 34.52 N73°34'09"W 9°54.03" '777%SSOCI ATE'\,�� PVI ELEV 89 / q/]pNl H71'JJ1 L29 163.35 N77°47'44"E K-60.: C17 64.99 100.00 33.69 63.86 N87°14'18'W 37°14'21" L37 577.92 584°48'42"E 60.00'V / +u / I� C18-30.06 300.00 15.04 30.05 N50°19'34'W 5°44'27" \\\757111•I.✓,, L32 23.63 N73°11'25"E u7 YI `\��O t • •/ e : Si / er4 <J C19 196.15 200.00 106.77 188.38 N25°06'01'W 56°11.31" , Lad 79.41 N65°05'So.. b a n , • °b =1 N N m 5 A C20 52.91 90.00 27.25 52.15 S19°57'39'W 33°41'09" 7/ /91'•,'''� L35 119.18 N78°31'10'W y-1s W �W W�� -`' 7 SEAL C21 23.98 200.00 12.00 23.96 N06°33'09"E 6°52'10" L37 153.16 N68°37'08'W 'WJ U V v - - : 038830 : 6 W > / W MI C22 88.19 150.00 45.41 86.92 N79°57'39"E 33°41'US' 1240,•, •�` L39 45.27 S74°08'32'W 0] �9'.F .' LON NT ELEV-= L40 59.27 N47°27'21'W 560 LOW PA STA 0 .01 % J C24 145.94 200.00 76.39 142.72 587°09'57E 41°46'28" ''//HFWIR R�````� L62 473.87 N53°11'4711V W P I S A=0+E7.00 / F- 2024.09.26 09:48:25-04'00' • . W C25 86.19 90.00 46.72 82.94 N80°37'59.W 54°52'24'. L44 79.83 NO2°59'4CE co P E EV=549.7, C26 78.54 50.00 50.00 70.71 S26°55'49"W 90°00'00" L45 292.28 S03°07'Da"W - \ =20.00 O -- _ m _ W - \ 80.00'VC J / '•s"D0°k '3.13% C27 81.30 200.00 41.22 80.74 N06°25'27.W 23°17'29'. L47 25.94 NOV 59'14"E G G N - - \\ �.m / / C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'44" L49 146.03 NO3°07'04"E W o N \ / C29 142.28 350.00 72.14 141.30 N06°25'27'W 23°17'29" N+n L51 25.34 N36°48'13"E W II Oil - O II> \\\ 'W / p•Q' C30 64.99 100.00 33.69 63.86 N36°41'21.W 37°14.21" L52 340.57 S36°48'13'W W..W y7 \ U V 3.001. (9 N W W \ W / \ 1 550 \\ i LINE TABLE �' II STREET CENTERLINE \ S. / w LINE LENGTH BEARING ' \ y \ F SPEED LIMIT NOTES: L54 46.44 S08°50'39'W / \ am 0] m m \\ I Ill •Q ADELINA BOULEVARD: 25 MPH L55 110.56 S66°15'43"E 12`1'n PAMPHIL DRIVE: 25 MPH w m SHETLAND AVENUE: 25 MPH • L57 615.04 N71°55'49"E 2 t H II TOLOMEI ALLEY: 10 MPH 3 C W SAN MINIATO STREET: 25 MPH 1 L58 31.57 N53°11'47"W $$➢, MILINESE ALLEY: 10 MPH 3 GENOESE DRIVE: 25 MPH L60 119.79 S77°55'49'W 16.RCP PRATO STREET: 25 MPH G L62 99.50 S18°64'11"E PISA ALLEY: 10 MPH PROP.8"GRAVITY CIANO STREET: 25 MPH L63 682.95 N18°04'11'W SEWER(TYP.) BORGHESE STREET: 25 MPH w PISTORIA DRIVE: 25 MPH L65 67.08 N05°13'18"E 540O w ORSINI ALLEY: 10 MPH SICILIAN STREET: 25 MPH -_ SS L66 267.00 S71°55'49'W FLORENTINE STREET: 25 MPH 61 ALDOBRANDINI STREET: 25 MPH ex ce L67 408.54 N71°55'49"E 7.4 L69 85.78 376°35'27"E W s3 L70 50.88 N05°13'16"E � - L72 908.54 N18°04'11'W CIANO STR ET c L74 45.27 N55°18'32'W STA. 0+00.00-ST . 3 09.48 (PROP. 57' PUB C - ) a g 530 . � n No w In � MS 0 -I 0 � M PROP.DIRECTIONAL RAMP MATCHLINE (TOWEDS STD 136.1)(TYP.) .^- CO W SEE SHEET C5.7 PROP.10'PUBLIC eesN N UTILITY ESMT. + 'CC CB4E66 �I ��' PROP.5 CONCRETE Q z �) _ DB#E57 SIDEWALK(TYP) ) �:'I Q B PC=24 5 92 15 RCP _ -_ -- ��I PROP 2 0 ° + liG S STANDARD PROPS'CONCRETE pROp.6 PLANTING n- e P O _ _-__>^O I CURB(TVP) .SIDEWALK(TYP.) STRIP(TVP I S '%A ��spa F. �lll � ���. �o Goo O Z STRIP( PLANTINGCB#E18y` O--.y � STRIP(TYP.) PROP.STOP •F�>,INW m. ' :II 1 II 1 1 gal CB#E561.11 BAR(T1'p.) /Ili; 1 ' � - - - - LA* CS7� Ce H 13 ,,,,, 0;0,, \ DB ,, '^ •A 0 a 41V 7/ W f - I. gym- _ -N.H� 022 .ry ,„../ L�CB#E70`\ s ��Ie � /, `,\/ \ VERTICAL GRAPHIC SCALE Z ce 0 ---PT-25.29.60 • \4,� f', ;'4,, \, J Q Q 11 0 W� l z CIANO STREET 1• ,Zi. i �0 � �P� (IN FEET) $ PROP.HI-VISIBILITY CROSSWALK �' ' \ CB#E55 U / (NCDOTSTD.7205.07)(TYP.) M , /,. (57' CB#E16 �''< , / Q ��w`�4i 1 INCH= 4 FT. PUBLIC RAN) G SE MA B/C" (MAINTAINED BY TOWN OF WAXHAW) _ ` °"op co Q 4,P74. N E SHEET pp (TYP.) PROP.15'X15' R=20' �� 5 �ys \�Q lO C••9.7 SIGHT TRIANGOt LE RN'11TVp) / CP ��/C EBB/' �O� PROJECT INFORMATION �/ PROJECT MANAGER. MRR GRAPHIC SCALE 3 S'4,""1 /' ���® DESIGNED BY: SAV 3 SA, '7, / b DRAWN BY: SAV �I.,ss.` ' PROJECT NUMBER: 2340409 CS7 1 INCH FEET 40 FT. Know what's below. ORIGINAL DATE: 05115/2024 Call before you dig. SHEET: C5.11 STREET CENTERLINE m m m N z_. LINE TABLE 0 0 0 0 0 STREET CENTERLINE CURVE TABLE 2:m° E y E N , °w O O O O O CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA x m LINE LENGTH BEARING } } } } } PC.Q 21 - $ O r N p1 , Cl 426.64 500.00 227.28 413.82 N86°58'11"E 48°53'23" "LL $m f L7 265.37 N62°29'30"E W U L3 140.01 N65°37'50"E CO 403.90 500.00 213.70 393.01 N79° '21"E 29°28'57" ^LS 140.01 N65°05'50"E C3 257.28 500.00HO 131.56 254.46 N79°50'16"E 29°28'57" / `.... L7 129.10 585°25.13"E / \ Cd 241.37 500.00 123.09 239.03 N28°62'53"E 27°39'33' /LB 417.28 N42°32'39"E // ' \\ C5 256.72 250.00 140.97 245.59 S08°02'13"E 58°50'10" / \\ CE 262.99 200.00 154.42 244.45 S16°17.24"E 75°20'33" L10 181.18 337°27'18"E 590 ./ L72 223.57 521522'52"W // \\ C7 23.38 150.00 54.82 23.38 S17°43'08"E 3 29'55" Lid 49.33 353°57.41"E / PMTMIll / \ CB 23.38 383.84 11.70 23.38 S77°/3'08"E 3°29'25" I \ Lifi 64.57 N21°22'52"E 5'\ C9 108.51 120.00 58.28 104.85 S42°42.52"E 51°48'33" L17 2.30 S20°18'07"E \\ C70 28.82 90.00 14.53 28.70 S77547'32"E 16°20'49" L19 224.02 S16°48.35"E \ C11 93.68 500.00 46.98 93.54 381°35.55"E 10°44'05'. L21 126.81 S68°37'08"E C12 109.07 300.00 55.14 108.47 S86°38'47"E 20°49'49" \L23 415.14 386°57'5]"E \ C13 38.90 200.00 19.51 38.84 N77°22'01"E 11°08'35" L25 199.68 S76°13'52"E \\ XIST. GRADE C14 81.77 200.00 41.47 81.20 N83°30.31"E 23°25'34" L27 87.37 N82°56'19"E \\ C15 12.71 90.00 6.37 12.70 N69°08'37"E 8°05'35" ```oNICA �, c PVI STA=0+76.30 \\ `J�QFt� 580 !.,: PVI ELEV=571.64 \ ` °• °yy i O N • K 1-30.0090-00'VC \ ? LICENSE NO.:ISTREET CENTERLINE \ STREET CENTERLINE CURVE TABLE • F-1407LINE TABLE in 71- n y M M \ \• J 11!]l ei \\ CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA ���fq•°, 'V��4 LINE LENGTH BEARING y r iii'n ���� L29 783.35 N77°47'44"E fp W f/!IY \\ C16 34.56 200.00 17.32 34.52 N73°34'09"W 9°54'03" '�]%0 N 711�A',i U U U U \\ C17 64.99 100.00 33.69 63.86 N87°14'18"W 37°14'21" L31 577.92 S84°46'42"E >> >> CT)D1 W \ C18 30.06 300.00 15.04 30.05 N50°19'34"W 5°44'27" \\111 11 I r L32 23.63 N73°11'25"E E. \ j j7 .2 Y \ C19 196.15 200.00 106.77 188.38 N25°06'01"W 56°11'31" `..,°Q . '�,,i,7, L34 79.41 N65°05'50"E •�JJa�% U j T \ • )'/••''• 1i Z. J 711 \ C20 52.91 90.00 27.25 52.15 S19°57'39"W 33°41'09" j/ '1 . L35 119.18 N78°31.10"W :,C ry - = �; > \\ C21 23.98 200.00 12.00 23.96 N06°33.09'•E 6°52.10•• _ SEAL L37 153.16 N68°37'08•W - q F 038830 UUH11 1 N W \ C22 88.19 150.00 45.41 86.92 N19°57.39"E 33°41'09" ' L39 45.27 574°08'32"W 570 , •g \ U� m \ C23 43.92 90.00 22.41 43.48 S22°49'26"W 27°5T 33" �i�Ti,:4'G INEF:�•.. L42 737 N53°2711'47"W -0 _ PROP.GRADE \\\ In C24 145.94 200.00 76.39 142.72 S87°09.57"E 41°48'28•• '�/tiFWIR.IRE�`� L42 473.67 N53°17'47"W a- - 1 \ y D C25 86.19 90.00 46.72 82.94 N805 37'595W 54°52'24" 2024.09.28 09:48:32.04'00' L44 79.63 NO2°59'db'E O \ I -I C26 78.54 50.00 50.00 70.71 S26°55.49'•W 90°00'00" L45 292.28 503°07'04"W m n m ¢ I C27 81.30 200.00 41.22 80.74 N065 25'275W 23°7T 29" L47 25.94 N09°59'74"E r Wq C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'44" L09 146.03 NO3°07'04'E W 6; (�Z - - �, a. N UI m C29 142.28 350.00 72.14 141.30 N06°25'27"W 23°1T 29" L51 25.34 N36°48'13"E -�_ y - 15•RCP W N 11 W C30 64.99 100.00 33.69 63.66 N36°41'21"W 37°14'21" L52 340.57 S36°48'13"W �aE -0 ry .. w Q W U W W 560 \STREET CENTERLINE LINE TABLE -_ ��m LINE LENGTH BEARING ` 5g"�`\ ` 1 ® SPEED LIMIT NOTES: P U , U V 6 L54 46.44 308°50'39"W ` \ 2A"RCP ADELINA BOULEVARD: 25 MPH PAMPHIL DRIVE: 25 MPH L55 770.58 568°15'43"E _ �� - SHETLAND AVENUE: 25 MPH TOLOMEI ALLEY: 10 MPH 3 L57 615.04 N71°55'49"E `� SAN MINIATO STREET: 25 MPH L58 31.57 N53°11.47"W \-� `\\\ MILINESE ALLEY: 10 MPH - \'- 1 GENOESE DRIVE: 25 MPH 33 L60 119.79 571°55'49'W \ PRATO STREET: 25 MPH O L82 99.50 518°04'71"E piii - PISA ALLEY: 10 MPH \ CIANO STREET: 25 MPH p \ BORGHESE STREET: 25 MPH PISTORIA DRIVE: 25 MPH L63 682.95 N18°OW11"W 0! L85 67.08 NOS°13'18"E 550 - ORSINI ALLEY: 10 MPH O SICILIAN STREET: 25 MPH - L66 287.00 S71°55'49'W FLORENTINE STREET: 25 MPH - 5 44 L67 408.54 N71°55'49"E 26•Rory ALDOBRANDINI STREET: 25 MPH rc L89 85.78 576°35'27"E w L70 50.88 N05°13'18"E BORGHESE STR ET o 1 CI L72 908.54 N18°04.11"W L74 45.27 N55°18.32"W STA. 0+00.00 -STA. 00.00 PROP.8" R GRAVITYT i (PROP. 51' PUBLIC ) 8 a 540 LO CO '- 00 1` V V CO Nir O CO' r 01 n m m r b N n w l0 " n O .0n 0 O Z O J " d ' W O N MATCHLINE W c Q W = I SEE SHEET C5.4 ° Cl_ CB#C39 I 00',�')°� ���//�� Q -CB#C40 -PROP.5'CONCRETE Pp�g4'O CI) a I PROP.10'UTILITY �°c, CO W z _ -I' `' ESMT. SIDEWALK(TYP.) �° J _� 3 I 1r _ BIC ) -PROP.6'PLANTING W�4•� B Z 3 p -(TVPJ STRIP(TYP.) vJ W J MATCHLINE BORGHESE 0 T DI#E]2 ) PROP.HI-VISIBILITY CROSSWALK W W J J o=1 •111 • 111I.. SEE SHEET C5.10 STREET (NCDOTSTD.1205.07)(TYP.) = J_ - m w �� 1 t� __ 'MI MI 51'PUBLIC RIW) p 2 I I \I \�), PROP.STOP I, y/EIs x o_ . F LL I . ®'BAR(TYP) ' cB#E71 (MAINTAINED BY Q LI- g L,z p i ®�Ga into . TOWN OF WAXHAW) B#E7s - a m VERTICAL GRAPHIC SCALE c 0 a `a ,�,�� " s'RCP ��9` - 5 1 d _cB = m d p 0. re gi, 8iiiiiim t � n L42 ro 3a09 c r 9 II 111 y PROP.5•CONCRETE _ ., eo° I '} W SIDEWALK(TYP.) ///�/! 2 3+00 Z /- ��® ° aaoB 4.1uP - - s 14°Rc la� a°pa• ' N m (IN FEET) 0 �` P \1111 P x e, �- ,��' 1 INCH= 4 FT. 3 PROP.DIRECTIONAL RAMP (.I 1111 I� ��_ _• _• --1 f ' W ul (TOWEDS STD 136.1)(TYP.) I'I II" �' * F� -- " CB#E20 l`\\ ®r I §1� x �\ i yl I I 4i ' \� CB'q\E1 C8#E17 ®.i 1 Q �II ' \ 01#E19 W m PROJECT INFORMATION �� ' MATCHLINE STANDARD CURB MATCHLINE W GRAPHIC SCALE PROJECT MANAGER: MRR MATCHLINE PROP.6'PLANTING H U Z STRIP(TYP.) SEE SHEET C5.10 SEE SHEET C5.11 co m 1' $ '® DESIGNED BY: SAV SEE SHEET C5.4 w v° 0'a z O � DRAWN BY: SAV 3 SIGHT RIA5' \��� PISA ALLEY Z. z.. \ PROJECT NUMBER: 2340409 (TYP.) SIGHT TRIANGLE Q --G (IN FEET) (TYP.) (20'PUBLIC ACCESS ESMT.) Know what's below. ORIGINAL DATE: 05115/2024 (PRIVATELY MAINTAINED) (..1 i- 1 INCH= 40 FT. ,28 CalI before you dig. SHEET: C5.12 STREET CENTERLINE t, a u �`o z o .$ LINE TABLE O O O O O Of STREET CENTERLINE CURVE TABLE w m° E N �S W 0 O O O O V1 m I: ,40,, y LINE LENGTH BEARING CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA Q 21 I 03 Lt 265.37 N62°29.30"E •L Cl 626.60 500.00 227.28 413.82 N86°56'11"E de°53'23" W U .1' $m f \ C3 403.90 500.00 213.70 254.46 N79°50'21"E 29°28'57" L3 288.12 S68°37'OB••E \ L5 140.01 N85°OS'50"E \ C3 257.26 500.00 131.56 254.46 N79°50'18"E 29°28'57" _ \ L7 129.10 385°25'13"E \ C4 241.37 500.00 123.09 239.03 N28°42'53"E 27°39'33" \ C5 256.72 250.00 140.97 245.59 308°02'13"E 58°50'10" LB 417.26 N42°32'39"E \ L10 181.18 S37°27'16••E 560 \\ CB 262.99 200.00 154.42 244.45 S16°17'24"E 75°20'33" L12 223.57 321°22'52'W \\ C7 23.38 150.00 1.70 23.38 817°43'13"E 3" 9' 5" L14 49.33 S53°57'41"E PMTMIll m, \ CB 23.38 383.84 11.70 23.38 S17°63'66"E 3°29'25" \ PVI STA=7.67.19 C9 108.51 120.00 58.28 104.85 S42°42'52"E 51°48'33" ue 64.57 Nzt°zz•sz^E y \ PVI ELEV=537.05 L17 2.30 S20°18'01"E \ K-34.00 C10 28.82 90.00 14.53 28.70 3]]°47'32"E 18°20'09" � L19 224.02 S16°48'35"E \\ EXIS1. GRADE 90.00 VC _ Git 93.68 500.00 46.98 93.54 S81°35'55"E 10°44'05" L21 126.81 S68°37'OBE PROP.GRADE r C12 109.07 300.00 55.14 108.47 S86°38'47"E 20°49'49•' t..NI M L23 415.14 586°57'57"E \\ i A :a C13 38.90 200.00 19.51 38.84 N77°22'01"E 11°06'35" '�'a \ C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" L25 199.68 S76°13.52"E _ q ly y 1>>Y L27 87.37 N82°56'19"E i\\ \� W.6 m m E W C15 12.71 90.00 6.37 12.70 N69°08'37"E 8°05'35" `�OCIl�N.CA/=�C� 550 I _ cn \ _ LICENSE NO.: STREET CENTERLINE m \\ STREET CENTERLINE CURVE TABLE y F-1407 LINE TABLEcn I. _ RCp m �+ '\\\ ""�V' -�` CURVE LENGTH RADIUS TANGENT I CHORD I BEARING DELTA ���Sq••••..•..•,•• °'4V`���` LINE LENGTH BEARING 1=il \\\\ \ ,� -� .___� C16 34.56 200.00 17.32 34.52 N73°34'09•W 9°54'03"I 7✓//�,�0 i���n�\��� L29 183.35 N71°47.44"E m = \ I� r \ I \, 1 / C17 64.99 100.00 33.69 63.86 N87°14'18•W 37°14.21" L31 577.92 584°46'42"E 1 L32 23.63 N73°11'25"E Z \_'` \\ + �/ -� C18 30.06 300.00 15.94 30.05 N50°19'34•W 5°44'27" \\\t\jI'V/� L34 79.41 N85°OS'S0"E N ITf \ I / 79 C19 196.15 200.00 106.77 188.38 N25°06'Ot•W 5B°11'31" `\�\ /./,.,IILJ► N \\ \ '4+ I / II VMj C20 52.91 90.00 27.25 52.15 319°57'39"W 33°41'09" _`, 7/•j •-19� '.% L35 119.18 N78°3V 10'W \ RCp / _Q _ SEAL F II C21 23.98 200.00 12.00 23.96 NOB°33'09"E 6°52'10" - ' 038830 ' _ L37 153.16 N68°3T 08•W \ N ; W C22 86.19 150.00 45.41 86.92 N19°57'39"E 33°47'09" ��.-•. L39 45.27 S74°08'32'W 5 \ / J -7 .GINS • . \ \\I Y 46 G W Le C23 43.92 90.00 22.41 43pe S22°49'26"W Zr 57'33" i�T;'N,„R'\`(�`��� L40 59.21 Nd]°2T 21'W \\ �� 00 /N E C24 145.94 200.00 76.39 142.72 S87°09'57"E 41°48'28" .��IIIII I I IIII11\ L42 473.67 N53°11'4TW \\ `\ A `\ \ V 2024.09.26 09:48:39-04'00' L44 79.83 NO2"59'44"E \ \ \\ __. C25 86.19 90.00 46.72 62.94 N80°37'59'W 54°52'24" C26 78.54 50.00 50.00 70.71 926°55.49"W 90°00'00" L45 292.26 503°0]'04"W \ .\\ .4+ \ m hCp \\ C27 81.30 200.00 41.22 80.74 N06°25'27 W 23°17'29" L47 25.94 N09°59'14"E \ `\ PROP.8"GRAVITY C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'44" L49 146.03 NO3°07.04"E SEWER(TYP.) \`� \\ \\ C29 142.28 350.00 72.14 141.30 N06°25'27'W 23°17'29" L5 N36°48'13"E ` 7q. B COO 64.99 100.00 33.69 63.86 NOR"41'21'W 37'14'21" L52 340.57 S36°48'13'W 530 • STREET CENTERLINE LINE TABLE • LINE LENGTH BEARING SPEED LIMIT NOTES: L54 48.44 S08°50'39'W ORGHESE STRE T ' 2/'/o� ADELINA BOULEVARD: 25 MPH o PAMPHIL DRIVE: 25 MPH id L55 110.56 366°15'43"E TOLOMEILAND AVENUE: 155 MPH 3 L57 615.04 N71°55'49"E STA 4+00.00 -STA,8+- 923 S25 MPH L58 31.57 N53°11'47•N (P OP. 57' PUBLIC •) MLNEN ISE ALNIATOEY:GEN STREET: 10MPH 25 MPH L60 119.79 S71°55'49'W PRATOO STREETS 25 MPH 3 8 L62 99.50 316°Od'11"E PISA ALLEY: 10 MPH G CIANO STREET: 25 MPH L83 682.95 N78°04'11'W 520 BORGHESE STREET: 25 MPH ft.. PISTORIA DRIVE: 25 MPH L65 67.08 N05°13'iB"E al 10 N V m N ORSINI ALLEY: 10 MPH O w SICILIAN STREET: 25 MPH • L66 267.00 S71°55'49•W h y C. a In a . M M FLORENTINE STREET: 25 MPH IO II) Ifl Ifl N1 U) ALDOBRANDINI STREET: 25 MPH L67 408.54 N71°55'49"E / L69 85.78 376°35'27"E w o i3 L70 50.88 NOV 13'16••E 1 CI L72 908.54 N18°04'11•W II II II I II / / L74 45.27 N55°18'32'W I i I)I / / I I / / z \ICC''\''.:. II38'-0^X83'-0' PROP.10'PUBLIC / L /•A'X83• I UTILITYESMT. / / i, ' \\\ 48' ) 0_ I-0"VALLEY 3fi'-0"x I !�®- I� ) Q� / �/mBBGUTTER p^ N _\_., - „I X (TYP.) ®' O x PROP.5'CONCRETE I ''4 AV 1 4D ' ---- S J �, '®�/ /,/ _YOASIDEWALK(TYP.) ` - -- /w.g, W 30'A'%63..0 'J N -`01111 ___________ �CB#E68®, f.OW `' PROP.('PLANTIGM0' I� STRIP(T1'P.) ZPROP.DIRECTIONAL RAMP ' ' . _ m14146.,_, it.* / 0 (TOWEDS STD 136.1)(TYP) V CB#E69 1n cdi C7.".u \ 0>,ro C 22• m v o J LJJ tP 70 mT ® A .CJ, 24"R0, - . e�' A8'a=20• S`(M��` w O Q N �- o _ RIC / ` �y LJJ _ C') _ Il �I 3}9 �_-I CB#E14 CB#E13 �0\�1 RCP i/ V y� �°�F to ce LV f11 r�.a� 1+00 h�4Q/ I 6, Vy�t1 CB#E� 3��/.� co. o Eo�1'x�+\ ��/� Q� Z ~�",'.I/ _ ` PROP.COS /S)A �� F`�F \ "o oeo N '^ Q PROP 6 PLANTING 4Q.1, • ec V! ' CB#E15illitik /M V Z • m �y +���� CB#E1fi PROP.STOP STRIP(TYP.) r01,yNYNTq,�CRC .. �Am ���ii ''/ CO ' J N a. ME �O" 24"RCP \ BAR(TYTOP.) OF�'gFNey/ \ , ,��-��i �°.I//pT W W C1 Ate I \\\ X,14,� pr.- �� �� �� �� ��� �A J Q A 7I o z I `\e CB#E11 PROP.HI-VISIBILITY CROSSWALK OZy �O MPSEEC G51� SIGHTOTRIANGLE CB#E5„ �® (NCDOT STD.1205.0])ITYPJ VERTICAL GRAPHIC SCALE COCI- IP CL OT'7 NA ��` A� / '11 / PROP.5'CONCRETE U = OCI �� 7 .: -�F /O\\ SIDEWALK(TYP.) 11 11 0�A Fy�C CB#EOO�N , r LL�- (IN FEET) 0 y ` + 1 INCH= 4 FT. 3 �,,' \ 4,.PROP.2,0"VALLEY n\ - \\\ • CURB B GUTTER I gym. /V (TYP.) to s / '4 \So PROJECT INFORMATION O°K X^e \\ GRAPHIC SCALE PROJECT MANAGER MRR 3 811 RIDESIGNED BY: SAV 3 _ DRAWN BY: SAV ❑ PROJECT NUMBER 2340409 (IN FEET) Know what's below. ORIGINAL DATE: 05115/2024 ,318 1 INCH= 40 FT. Call before you dig. SHEET: C5.13 ti O O O O O O O O N STREET CENTERLINE CURVE TABLE v m a o N �' STREET CENTERLINE _ PVI STA=0.66.19 O O O 0 0 0 0 0 - t° o �` ., $ LINE TABLE ..: PVI ELEV=582.59 + N + CURVE LENGTH RADIUS TANGENT CHORD BEARINGI DELTA y m E u0i IA W LINE LENGTH BEARING 590K=20.00 ,r Cl 426.64 500.00 227.28 413.82 N86°56'11"E 48°53'23" C m .0 $ n o 11111.11.00' VC - aaWJ 5gm V L1 265.37 N62°29'30"E F C2 403.90 500.00 213.70 393.01 N88°14.21"E 46°17'02" WU 5L3 288.12 S88°37'OB"E 0) - C3 25].28 500.00 131.58 254.48 Nl9°50'18"E 29°26'S]" L5 140.01 N65°05'50"E O. C4 241.37 500.00 123.09 239.03 N28°42'53"E 27°39'33"L] 129.10 S85°25'13"E ;WC5 256.72 250.00 140.97 245.59 S08°02'13"E 56°50'10" L8 417.26 N42°32'39"E + C6 262.99 200.00 154.42 244.45 S16°17'24"E 75°20'33" L10 181.18 S37°27'18"E C7 105.11 150.00 54.82 102.97 533°53'13"E 40°08'55" L12 223.57 521°22'52"W \ C8 23.38 383.84 11.70 23.38 317°43'08'E 3°29'25" PMTMIll L14 49.33 353°57'41"E III1IIIIF!]IIIi \ C9 108.51 120.00 58.28 104.85 342°42'52"E 51°48'33' L16 64.57 N21°22'52"EC10 28.82 90.00 14.53 28.70 577°47'32"E 18°20'49L17 2.30 S20°18'01E 580C11 93.fi8 500.00 d6.98 93.54 381°35'55'E 10°db05_L19 22402 S16°48'35E v "' C12 109.07 300.00 55.14 108.47 S86°38'47"E 20°49'49" L21 128.81 S68°37'08"E . . # \ C13 38.90 200.00 19.51 38.84 N7°22'01"E 11°OB'35' L23 615.16 336°57'5]E • Cid 81.77 200.00 61.47 81.20 N83°30'31'E 23°25'3d' . �L25 199.68 S76°13'52"E C15 12.71 90.00 6.37 12.70 N69°08'37"E 8°05'35" L27 87.37 N82°56'19"E ■i ■ r ■ e]I - `Y,\\\111CIA1 �< .......II....III.... ,,....III.......I ESIMM..INAlI■�M........................................I STREET CENTERLINE CURVE TABLE 4o� ti.......II....III.....II `,, CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA g ? y1.......II....III.... 1 111111111111111111111111111111111111111111111111111 LICF-14 7O.: ; _STREET CENTERLINE C16 34.56 200.00 17.32 34.52 N73°34'09"W 9°54.03" = F-1407LINE TABLE .......II....III.... - 1" \ 3 `C17 64.99 100.00 L 33.69 63.86 NBT"14'18'W 37"I4'21"570 ■■■■■■■I,IIIIEENHI■■■■ r�,_ • , % S LINE LENGTH BEARING ��� C18 30.06 300.00 15.04 30.05 N50°19'34'W 5°44'27" q "" - � OPIATE �� L29 183.35 N71°47'44"E 1arig= I iillr IIIIIIIIIIIIIIII _ `��- _ C19 196.15 200.00 106.77 188.38 N25°06'01'W 56°11.31" '•,/111I llll""r L31 577.92 S84°46.42"E """111111'111111 � li`44111 C20 52.91 90.00 27.25 52.15 S19°57'39"W 33°41'09" L32 23.63 N73°11.25"E 1111\11r,f/fC21 23.98 200.00 12.00 23.96 NO6°33'09"E 6°52'10" `\`�O.j /rri• L34 79.41 N85°OS'S0"E ■■■■■■■����=-'!I■■■... I 111 I _ C22 86.19 150.00 45.41 86.92 NIS"57'39"E 33°41'09" - /, - L35 119.18 N78.31'10'W - 1111 _` 7;j19`•'%111 .9O \III C23 d3.92 90.00 22A1 43A8 S22°49'26'W 2]°5]'33" `1 q Iiii L37 153.16 Nfi8 37'O■'W _ .I■■■■■■ T SEAL __I ` I - e/♦1 I,!'m C24 145.94 200.00 76.39 142.72 587°09'S7"E 41°48'28'• 038830L39 45.27 S74°08'32'W \ cca2.•xat 1 11 �®i I 11 h C25 86.19 90.00 46.72 82.94 N80°37'S9'W 54°52'26" i-i•F•• MEF:�'�`(`I �L60 59.21 Nd7°27'21'W � �� C26 78.54 50.00 50.00 70.71 S26°55'49•W 90°00'DO" /%/HeI�V1•R11R 1�II\ \\ W:�_ �' �•• �••� 1; W C27 81.30 200.00 41.22 80.74 NOB°25'27'W 27°17'29" 2024.09.2809:48:47-04'00' L424 N53°11'4TW INI0 W L44 79.83 NO2°59'44'E �• I C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°26'44" IIII L45 292.28 S03°07'04"W 560 ``` 111 I I�I C29 142.28 350.00 72.14 141.30 N06°25'27"W 23°17'29" m L47 25.94 N09°59'14"E ,,%� ill Y IIiiiiiiIIII i .: 1 'IC30 64.99 100.00 33.69 63.86 N36°41'21'W 37°14'21" L49 146.03 NO3°07'04"EL51 25.34 N36°48'13E L52 340.57 S36°48'13'W 1 1111 STREET CENTERLINE iiiuli LINE TABLE LINE LENGTH BEARING W R II '-) 'OM ill SPEED LIMIT NOTES: >: L54 46.44 S08°50'39'W 550 ADELINA BOULEVARD: 25 MPH o L55 110.56 S66°15'43"E PAMPHIL DRIVE: 25 MPH L57 615.04 N71°55'49"E SHETLAND AVENUE: 25 MPH TOLOMEI ALLEY: 10 MPH 11,4 L58 31.57 N53°11'47'W MLNNEISE AO EyREET: 25 MPH 10 MPH i ilk LBO 119.79 371°55'49'W PRATOO STREETS 25 MPH 8 L62 99.50 318°04'11"E P S �I RI 1 R PISA ALLEY: 10 MPH CIANO STREET: 25 MPH H 01 BORGHESE STREET: 25 MPH C L63 662.95 N18°04'11'W S . II 01.10 -S I A. • I •I ORS NRIAA DRIVE: 25 10 MPH MPH L65 67.08 N05°13'18"E _ _ O w 1 SICILIAN STREET: 25 MPH L66 287.00 371°55'49'W 1• •• 5 ' '•LI' • FLORENTINE STREET: 25 MPH w ALDOBRANDINI STREET: 25 MPH 4= L67 408.54 671°55'49"E L69 85.78 S76°35'27"E L70 50.88 N05°13'18"E 540 0 1 N O V'Owl 0 V,01 0 CD 01 N Off! N O V'N P5 p N Io C L72 908.54 N18°04'11'W v I+i e]NI r G lV NI ai G N N" ai tG v v�i W 00 N P- m, 05 us 10 10 v1 10 i0 us N 10 ° N N N = L74 45.27 N55°18'32'W N Y1 Y1 Y1 Y1 N N Y1 Y1 3 M = "1. Cs °4 x� tiSTRIP(TYPOP.6' E NTING ©Hpo° Wj PROP.HI-VISIBILITY CROSSWALKZ p/ t� (NCDOT STD.1205.07)(TYP.) 1 W .' �1` \:.:: o- a JB■J9 � ' v W p = Ah.�� ®� 4z•RCP > • 0_ ,'��� IP `ss/ CMS �° PROP.DIRECTIONAL RAMP- PROP.5'CONCRETE- PROP.15'X15' VERTICAL GRAPHIC SCALE 0 I- S� �'�., ,` < `\\1 ' . �- ,O• (TOWEDS STD 138.1)(TVPJ SIDEWALK(TYP.) SIGHT TRIANGLE 0 N Q �P�C' �� `, � i I I I I MATCHLINE ` m J 11 Q 1 y y a cBA 7 I I I p 1 w ___Td 42'RCP �F`''! / i PRCURBBGUTTER I I I� R=xo SEESHEETC5.18 (IN FEET) 0 J Qo. / (TYPO PISTORIA DRIVERA+' 10.00 I 1 1INCH= a FT. Y ,� ♦ � .l� (E11'PUBLIC RIW) • Qll0ROP P. IS ♦ 3 CBa=6_ a _ _ CBaJS _ I=(MAINTAIN BY!OW O WAXHAW) - - 1 �.I DcealS°. a- W z PROP.STOP I I- RY ) I1� .a. : r.-:- - ■ -!�mm ome®f�l ' - . =1 CB#I4 'ar9 GRAPHIC SCALE D: c , -_ ■' �®�'�_ 42'RCP n ®.®�.®ll,� _ "a 15"R.P - " U e IL ■ Y "le II �� _ '_ :0 e • - _ x l♦/� �\ r� „ ��®-- A'E •• I I - _ �I .I (IN FEET) w M,q l �� . - 0 rI Iwm 1\1111 G 117� �`DCBM6 1 INCH= 40 FT. _ _ ` R 20 _ �� _ 1 Ul SFFsy Cy.4/�/MOMMIN _ 4 ` I i \ BIC PROP.STOP 1 111111 PROJECT INFORMATION Fk.� N !I 1(TYP.) i __ BAR(TYP.) �I�I^ PROJECT MANAGER: MRR CA. MATCHLINE PROP.HI-VISIBILITY CROSSWALK MATCHLINE \\I--- ROP.6'PLANTING MATCHLINE PROP.HI-VISIBILITY CROSSWALK DESIGNED BY: SAV i? rO (NCDOT STD.1205.07)(TYP.) SEE SHEET C5.15 NCDOT STD.1205.07)(TYP.) SEE SHEET C5.16 TRIP(TYP.) SEE SHEET C5.18 Q��® DRAWN BY: SAV 3 �1/ PROP.RETAINING WALL (SEE GRADING PLANS ROP.S'CONCRETE PROJECTNUMBER: 23409_ FOR MORE INFO IDEWALK(TYP.)PROP.2-0"VALLEYORIGINAL DATE: 05/15/2024 ,28 CURB S GUTTERSHEETKnow whats below.ROP.10'SIDEWALK Call before you dig. C5.1 4 8 UTILITY ESMT. ■ 8 o O O o O 4o VA n �" ' STREET CENTERLINE O O O O O o f E y O N LINE TABLE + + + + + + STREET CENTERLINE CURVE TABLE w m I: $ry$ n LINE LENGTH BEARING 600CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA PC. 21 .0 % 4_ d ii $m L1 265.37 N62°29'WE C1 426.64 500.00 227.28 413.82 N86°58'71"E 48°53'23.' W U L3 288.12 S68°37'08"E =C2 403.90 500.00 213.70 393.01 N 14'21"E 46°iT 02" L5 140.01 N65°05'50"E C3 257.28 500.00 131.56 254.46 N79'79°50'76"E 29°28'57.' L7 129.10 985°25'13"E C4 241.37 500.00 123.09 239.03 N28°42'53" "E 27°39'33 L8 417.26 N62°32'39"E C5 258.72 250.00 140.97 245.59 S08°02'13"E 58°50'10" LIO 181.18 537°27'18"E C6 262.99 200.00 154.42 244.45 S16°17'24"E 75°20'33"L12 223.57 S21°22'52"W _C7 105.11 150.00 54.82 102.97 533°53'13"E 40°08'55.' L14 49.33 553°57'47"E C8 23.38 383.84 11.70 23.38 S17°43'08"E 3°29'25" PMTMIll L16 64.57 N21'22'52"E C9 108.51 120.00 58.28 104.85 S42°42'52"E 51°48'33"L17 2.30 320°18'01"E 590 C1 28.82 90.00 14.53 28.70 577°47'32"E 1°20'49" " L19 224.02 S16°48'35"E \ EXIST. GRADE C11 93.68 500.00 46.98 93.54 381°35'55'E 10°40'05" \ L21 126.81 968°37'08"E \ C12 109.07 300.00 55.14 108.47 S86°38'47"E 20°49'49" L23 415.14 586°57'57"E \\ C13 38.90 200.00 19.51 38.84 N77°22'Ot"E 11°06'35" \ C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" L25 199.88 576°13'52"E HIGH POINT ELEV=575.84 - plppmpp)4 \\ HIGH POINT STA=1*74.06 _C15 12.71 90.00 6.37 12.70 N69°OB'37"E B°OS'35" �,� •CA �/ L27 87.37 N82°56'19"E N Ro \ PVI STA=1*94,06 4'.. •1%7% \ PVI ELEV=576.64 ii, i \ K=20,00 = : LICENSE NO.: 1 STREET CENTERLINE \\ 120,00'VC STREET CENTERLINE CURVE TABLE 7 y F-1407 LINE TABLE \ o %c^s'°• :3 m f m H CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA �'��q•.........• ♦ .$ LINE LENGTH BEARING 580 S< I)S ~S••/ v \\ 'I. N b C16 34.56 200.00 17.32 34.52 N73°34.09"W 9°54'Or )7j M I111'11Y�1 L29 183.35 N71°47'44"E \ NS W W C17 64.99 100.00 33.69 63.8E N87°14'18"W 37°14'21" L31 577.92 S84°46'42"E \ U U C7 O> 11111 I/ m m w W PVI STA=3.63.59 C18 30.06 300.00 15.04 30.05 N50°19'34"W 5°44'27.' ��11 t / ✓.,r7 L32 23.63 N73°11'25'E \ •`•�V /,' v \ PVI ELEV=568.96 1. N C19 196.15 200.00 106.77 188.38 N25°O6'01"W 56°11'31" ;' `.-� i L34 79.41 N65°05'50'E N. K=20.00 / 020 E 90.00 19 E . # q , C21 200.00 12.00 23.96 N06°33'09"E 6°52.1D"153.16 N68°37'08"W 4 \ b m /.!- - G ny / H a 022 150.00 65.41 86.92 N19°57'39"E 33°61'09" -�"'•• U� 45.27 374°08'32"W \ +A �/ N - i�yT FNG 1N01%.. �` \ .4 b / C23 43.92 90.00 22.41 43.48 S22°49'26"W 27°5T 33" ITN'.•*pi. s\s, L40 59.21 N47°27'21"W \ oO o 6 ai / 6 111 - 77j I I I IIR I\V�� C24 145.94 200.00 76.39 142.72 S87°09'5T'E 41°48'28" L42 473.67 N53°11'47"W \\ >l lW W 2024.09.26 09:48:54-04'00' _ PROP.GRADE \ C25 86.19 90.00 48.72 82.94 N80°37'59"W 54°52'24" L44 79.83 NO2°59'44"E ,.RCP _ \ / - - - -. 570 / C26 78.54 50.00 50.80 526°55'49"W 90°00'00" m C L45 292.28 S03°07'04"W N\` / - L47 25.94 N09°59'14"E N.N. _... / ! _C27 81.30 200.00 41.22 80.74 NOB°25'27"W 23°1T 28" / C28 109.88 200.00 56.37 108.51 N87°40'71"E 31°28'44" L49 146.03 NO3°0)'04'E I N.\-...... / - C29 142.28 350.00 72.14 141.30 N06°25'27"W 23°iT 29" L51 25.34 N36°48'13"E C30 64.99 100.00 33.69 63.86 636°41'21"W 37°14'21" L52 340.57 S36°48'13"W ORSINI ALLEY STA. 0+00.00 -STA. 4+15.59 STREET CENTERLINE LINE TABLE LINE LENGTH BEARING SPEED LIMIT NOTES: a L54 46.44 S08°50.39"W 560 ADELINA BOULEVARD: 25 MPH L55 110.56 S66°15'43"E o n CD n CD(0 ^V 1u Z2. M PAMPHIL DRIVE: 25 MPH w le. SHETLAND AVENUE: 25 MPH S L57 615.04 N71°55'49"E 1n n in I- in I in n in co l f0 TOLOMEI ALLEY: tD MPH 5 If1 If1 If1 If1 NI NI SAN MINIATO STREET: 25 MPH L58 31.57 N53°11'47"W MILINESE ALLEY: 10 MPH 3 GENOESE DRIVE: 25 MPH G L60 119.79 S71°55'49"W PFATO STREET: 25 MPH L82 99.50 518°04'11"E PISA ALLEY: 10 MPH CIANO STREET: 25 MPH L63 682.95 N18°Od'11"W BORGHESE STREET: 25 MPH w PISTORIA DRIVE: 25 MPH L65 67.08 N05°13'18"E ORSINI ALLEY: 10 MPH 3 SICILIAN STREET: 25 MPH - S L66 287.00 S71°55'49"W FLORENTINE STREET: 25 MPH ex ce ALDOBRANDINI STREET: 25 MPH L67 408.54 N71°55'49"E L69 85.78 576°35'27"E o L70 50.68 N05°13'18"E e L72 908.54 N18°04'11"W PROP.DIRECTIONAL RAMP PROP.5'CONCRETE i L74 45.27 N55°18'32"W (TOWEDS STD 136.1)(TYP.) SIDEWALK(TYP.) PROP.6'PLANTING STRIP(TYP.) PROP.HI-VISIBILITY CROSSWALK 4 (NCDOT STD.1205.07) (TYP.) Q 00 mCB#J5 : rn z U u) > �a' -42"RCP p� CO - m _ - 4+16 - - - - ~ _ ' x- LLI SFc�` 15, 5,9m I®osla\aa4.° ow. 2w LJ 0 fn w '20,---�`).. +� A •R=20'l i i r _ �4 0�,\ O a ...10E23 S B/C - II I I PROP.STOP BAR p'Mp\��0 LLI 4 i °\,./ , I#E2Q3•CQ \ �0 _ (TYP.) 1 1 1 ' (TVP.) f J /.0+00 15 x 1 it, aN Z y ! _ J \ts \� / I( 1 1 1 Z J W A e`� � {= I I I _ s1T��!� / o �\�dV,\\ \ 1 I 1 ok =3+16.09 N Li 15"RCP I Lf� "- S '^^ k r - VERTICAL GRAPHIC SCALE OP a 2 / \ as T r - ° co o $ �S� x'1� \� �28 O. 6•R a i______:,,,,,,,,„/:„....")/1 � s` Un 10 \ �f-__ ---� L60 _++ __ /% IN FEET) w 11NCH= 4 FT. 0 O ORSINI ALLEY I, w PROP.2'41"VALLEY (20'PUBLIC ACCESS ESMT.) Ncn CURB 8.GUTTER(TYP.) PROP.10'PUBLIC (PRIVATELY MAINTAINED) UTILITYESMT. GRAPHIC SCALE PROJECT INFORMATION �11® PROJECT MANAGER: MRR = z� DESIGNED BY: SAV n DRAWN BY: SAG 3 `(IN FEET \��1 INCH= 40 FT. PROJECT NUMBER: 2340409 - Know what's below. ORIGINAL DATE: 05/15/2024 Call before you dig. SHEET: C5.15 STREET CENTERLINE LI d -c 2 N LINE TABLE STREET CENTERLINE CURVE TABLE .N o i E m 2yy o 8 CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA == S"moo, $ LINE LENGTH I BEARING ¢ a m 3 2 05 $ C1 426.64 500.00 227.28 413.82 N86°56'11"E 48°53'23" D_ S $m L1 265.37 N62°29'30"E (D U L3 268.12 368°37'08"E O 0 0 O 0 O O O O + C2 403.90 500.00 213.70 393.01 N88°14'21"E 46°1T 02" W L5 140.01 N65°05'50"E 5700 - LV + a co+ co + co co C3 _257.28 500.00 131.56 254A6 N79°50'16••E 29°28'57" L7 129.10 S85°25'13"E C4 241.37 500.00 123.09 239.03 628°42'53"E 27"39'33" - LB 417.26 N42°32'39"E // / CS 256.72 250.00 140.97 245.59 008°02'13"E 58°50'10" L10 181.18 537°27'18"E //I C6 262.99 200.00 154.42 244.45 S16°1T 24"E 75°20'33" _L12 223.57 321°22'52"W / // C7 105.11 150.00 54.82 102.97 533°53'13"E 40°08'55" L14 49.33 553°57'41"E /// C8 23.38 383.84 11.70 23.38 S17°43'08"E 3°29'25" / PVI STA=7+7428 • aMTMIll L16 64.57 N21°22'52"E / PVI ELEV=556.31 n C9 108.51 120.00 58.28 104.85 S42°42'52"E 51°48'33" L17 2.30 320°18'01"E // K e 20A0 C-I0 28.62 90.00 14.53 26.70 S77°47'32"E 16°20'49" L19 224.02 S76°48'35"E /// 50.80'VC .Q .fin C11 93.68 500.00 d6.98_ 93.54 S81°35'55"E 10°44'05" I _ L21 126.81 368°37'08"E / Mqy m . 1; W C12 109.07 300.00 55.14 108.47 S86°38.47"E 20°49'49" L23 415.14 588°57'57"E / 4 9I ,, 9• W C13 38.90 200.00 19.51 38.84 N77°22'01"E 11°OB'35" L25 199.68 376°13'52"E 560 // 66 f..ii • C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" / 0 0O L27 87.37 N82°56'19"E / m m W • C15 12.71 90.00 6.37_ 12.70 N69°08'37"E 8°05'35" `\\\1111111////'' / \�N CARS / i _ LICENSE NO.: 1 STREET CENTERLINE // STREET CENTERLINE CURVE TABLE F-1407 LINE TABLE // CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA F`...% / LINE LENGTH BEARING � -// N ����A.'••..,,,. ,.. .��� L29 163.35 N71°67'40"E /�_// i C76 34.56 200.00 17.32 34.52 N73°34'09"W 9°54'03"- '7 I/��IIIIA`�\``, C17 64.99 100.00 33.69 63.86 N87°14'18"W 37°14'21" L31 577.92 S84°46'62"E // C18 30.06 300.00 15.04 30.05 N50°19'34"W 5°44.27" I L32 23.83 N73°11.25"E / I C10 196.15 200.00 106.77 188.38 N25°06'01"W 56°11'31" `\�\��'j II•r/�, L34 79.41 N85°OS'50"E 550 / _ / ••" / C20 52.91 90.00 27.25 52.15 319°57'39"W 33°61'09" 1 `y. '% L35 119.16 N78°31'10"W C21 23.98 200.00 12.00 23.96 NO6°33'09"E 6°52'10" _ 7/SEAL `• ' L37 153.16 Nfi8°37'OB"W EXIST. GRADE / I _ / C22 88.19 150.00 45.41 86.92 619°57'39"E 33°41'09" 038830 L39 45.27 S74°08'32"W /' /// ��"'•• •U� / / 1 C23 43.92 90.00 22A1 43.48 S22°49'26'W 27°5T 33'• %9;,.::'GIN0,...-_ . L40 59.21 N47°27'21.16 / 99 / - T \�'� L42 4]3.fi7 N53°11'4]"W / / # C24 145.94 200.00 76.39 142.72 S87°09'57"E 41°48'28^ �'!�HFWIR*pi. /// V / C25 86.19 90.00 46.72 82.94 N80°37.59"W 54°52'24" 2024.09.26 09:49:02-04'00' L44 79.83 NO2°59'44"E // / a4^ // GP C26 78.54 50.00 50.00 70.71 S26°55'49"W 90°00'00•' L45 292.28 S03°OT 04"W /// 15 0. - - m C AIL C27 81.30 200.00 41.22 80.74 N06°25'27"W 23°1T 29" L47 25.94 N09°59'14"E / 2 m I. // / L49 148.03 NO3°O]'04"E // (.)13 40, / // / • C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'44'• / C29 142.28 350.00 72.14 141.30 N06°25'27"W 23°1T 29" L51 25.34 N36°AB'13"E 540 // ,,11/// -// p/ C30 64.99 100.00 33.69 63.66 N36°41'21"W 37°14'21" L52 340.57 S36°48'13"W // V / // STREET CENTERLINE /-'-- n IT A LINE TABLE // .� 24"RCP 1V� PROP.8"GRAVITY LINE LENGTH BEARING // (.2 '- SEWER(TYP.) • SPEED LIMIT NOTES: L54 46.44 S08°50'39"W - I STA=1408.64 // W .-- I ELEV=526.41 / 0] PROP.GRADE - ADELINA BOULEVARD: 25 MPH L55 110.56 S66°15'43"E K=30.00 / PAMPHIL DRIVE: 25 MPH _ Oe / O SHETLAND AVENUE: 25 MPH u. w u 7:.00'VC L57 615.04 N71°55'49"E c '�•� _ ci / ♦ ♦♦ TOLOMEI ALLEY: 10 MPH ; L58 31.57 N53°11'47"W a +a y.. / .O MILINESE ALLEY: 10 MPH II Y SAN MINIATO STREET: 25 MPH ri tN'- / ' GENOESE DRIVE: 25 MPH 3 LBO 119.79 571°55'49"W 530 I-III I } O / }n PRATO STREET: 25 MPH f Q 11 O / PISA ALLEY: 10 MPH L62 99.50 318°04'11"E S 4 ■■ •' - _/ \LG CIANO STREET: 25 MPH B L63 682.95 N18°04'11"W a"MMIN / i // '_ BORGHESE STREET: 25 MPH ORSINIPISTORIA DRIVE: 25 MPH w L65 67.08 N05°13.18"E ORSINI ALLEY: 10 MPH o SICILIAN STREET: 25 MPH O L66 287.00 S71°55.49"W - / mig _ _„"_ ; FLORENTINE STREET: 25 MPH � /-/Z.Q ALDOBRANDINI STREET: 25 MPH L67 408.54 N71°55'49"E ■ ' lig - FA' A 8"RCP L69 85.78 376°35.2T•E w ^' L70 50.88 N05°13.18"E - . , G L72 908.54 N18°04'11"W _ 1. R . L74 45.27 N55°18'32"W _ I- • i 520 SICiLIAN STREET - STA. 0+00.00 -STA. 8+31.34 spa"(T°RP`.).)VITY (PROP. 51' PUBLIC R/W) 0.„.° o 515 e r r r N. N m N M een N � e � w � � � M � �� LO m� � � aoa " I" " el L � L � LO " 3 " 3 "MI� "MI� " � Zoo J 1 W Q a 1- + S E Ni./ VERTICAL GRAPHIC SCALE MA re I,IJ O d W Q S 75 p `� Ce N Q _ /I/F• N���yJ•o PROP.15'X15'SIGHT PROP.HI-VISIBILITY -4 TRIANGLE(TYP.) MATCHLINE Cl) Z CROSSWALK (NCDOT STD.120507) q\. I (IN FEET) (TYP) a-- ( SEE SHEET C5.14 1 INCH= 4 FT. Z W w• I I -� a � \,'��///III \ I ^' ' PROP.2'-0"VALLEY I I 3 , I/m CURB BGUTTER Ilfl I- -. II--.. R=20 '+ O o uV 3 , '�� C ydp 1 _ - , SIDEWALK(TYP.) PROP.B'PLANTING SICILIAN STREET - - PROP.10 PUBLIC RRA6/ B/ \o , 'I PROP.5'CONCRETE &VP: IbQiir t UTILITY ESMT RNJN '�. '.�, I ( ) _ ' (51'PUBLIC RIW) _ - L- Li x o MAINTAINED BY TOWN OF WAXHAW) ( __, __TYPO GRAPHIC SCALE 1 m 'S , ` I I J - q ° STRIP TYP. ° f N �� i 1 .. . . aCe $ •/. ` � CBI E38 a q ' J �� z� ,am O co CB#E30 ,�� ����®�' - - ,.. __ .., - (IN FEET) 2 .. c16#E31 , „ 'o o+o c BP-0+0o00'_- 1 L63o1 � I mi $I I 1 INCH=mi 40 FT. _ AI SFMgTCy �° �CBNE32 ���� / � �Y 800 N v S i </ n �. Ike " '7 �` \� 1 _ ��8•RP: \ OY . CBgF18•. �Q - �{1 ° - \ I� I PROJECT INFORMATION F��SB /l T_ _- �411■�1r\5 �,. 'CB#E35 •;� ,.{k�,:,'""18 __- _ I,_ °° I ` 1 •. ,CIBLINLILF21� °1 HI __I t °° -'RROP(DIRE DIRECTIONAL RAMP DS STD 136.1)(TYP.) PROJECT MANAGER: MRR • / DME40 d 18"RCP ) '-•. -30"RCP 1 I - ,PROP 6 PLANTING PROP.5 CONCRETE PROP.2•A••VAILLEV I I I �' ® DESIGNED BY: SAV 3 C84E33 `r .:I 4 c" CB#Fi] - _STRIP(TYP.) SIDEWALK(TYP.) CURB 8 G!ryPR I `` , DRAWN BY: SAV PROP.DIRECTIONAL RAMP >11 PROJECT NUMBER 2340409 o (TOWEDS STD 136.1)(TYP.) MATCHLINE MATCHLINE Inl-"-I I I III I I I I I MATCHLINE Know what's below. ORIGINAL DATE: 05/15/2024 SEE SHEET C5.5 SEE SHEET C5.19 `PROP.10•PUBLIC SEE SHEET C5.14 Call before you dig. SHEET UTILITY ESMT. C5.16 STREET CENTERLINE •o o i R. 274, LINE TABLE STREET CENTERLINE CURVE TABLE w m I: W CURVE LENGTH RADIUS TANGENT CHORD BEARING I DELTA PC. 21 J LINE LENGTH BEARING 0 ii L1 265.37 N62°29'30"E O O O0 0 0 O O O O C1 426.64 500.00 227.28 413.82 N86°56.11"E 48°53'23" W O 550� o + + N t+o0 L3 288.12 Sfi8°3]' "E C3 257.28 500.00 213.70 254.46 679°50'21"E 29°28'57" L5 140.01 N85°OS'50"E C3 257.28 500.00 131.56 254.46 N79°50'18"E 29°28'57" =MI L7 129.10 385°25'13"E C4 241.37 500.00 123.09 239.03 N28°42'53"E 27°39'33" 1.8 417.26 N42°32'39"E lE. C5 256.72 250.00 140.97 245.59 308°02'13"E 58°50'10" L10 181.18 S37°27'18"E ' CO262.99 200.00 154.42 244.45 S16°17'24"E 75°20'33" _ U PMTMIll Lit 223.57 321°22'52"W 4E / C7 105.11 150.00 54.82 102.97 333°53'13"E 40°08'55" tY.ISI. GNAJL F. m m /�/ C8 23.38 383.84 11.70 23.38 S17°43'08"E 3°29'25" L74 49.33 S53°57'41"E LL LL � // LIB 64.57 N21°22'52"E / \ m a .... / C9 108.51 120.00 58.28 104.85 S42°42'52"E 51°48'33" // \ 0 0 O • / C10 28.82 90.00 14.53 28.70 3]]°d]'32"E 16°20'49" 10.4111. L17 2.30 S20°18'01"E mm // \ // L19 224.02 S16°48'35"E e- /""/ H `\\ - - / i / CII 93.68 500.00 46.98 93.54 S81°35'55"E 10°44'05" L21 126.81 S68°37'OB"E .� • /• / m G \`\\ Z�^b /�•/ / /- C12 109.07 300.00 55.14 108.47 S86°38'47"E 20°49'49" 4110 /// • -- / C13 38.90 200.00 19.51 38.84 N77°22'01"E 11°08'35" L23 415.14 S88°5]'S)"E 540 I O O .. y PROP.GRADE- \\ // -// CI4 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" L25 199.88 376°13'52"E \ _ ./// 24"RCP i - `"1\1111111//////] L27 87.37 N82°56'19"E 1 �\ /_ i', --_--- CI5 12.71 90.00 6.37 12.70 N69°08'37"E 8°05'35" ;��N A/?��0� CO I 5. • • = I LICENSE NO.: 1 STREET CENTERLINE �•7 _ F-1407 �" STREET CENTERLINE CURVE TABLE 1 LINE TABLE __--- -- - - - %�^t°• 3 _ ____ y CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA ����'C'°••...,.1/ • ��. LINE LENGTH BEARING i ". 30"RCP r I'T� w� C16 34.56 200.00 17.32 34.52 N73°34'09'W 9°54'03' ''�/%H I III `, L29 183.35 N71°47'44"E --_- - RCP - Cl) D , 777/// 30"RCP C17 64.99 100.00 33.69 63.86 N87 14'18 W 37 14.21' L31 577.92 S84°46'42"E - �r-__ x \\\1 I 80"RCP _---a IT'I CID 30.86 300.00 15.06 30.05 N50°19'34'W 5°4d'2]' \``�O�j I. �7� L32 23.63 N73°11'25"E 530 ____---- "------- - m x / r CI9 198.15 200.00 106.]) 168.38 N25°OB'01'W 56°11'31" ;' . L34 79.41 N65°05'50"E --- ------ // 9� ,'� (7 Z C20 52.91 90.00 27.25 52.15 SI9°57'39"W 33°41'09" ;-/ Las 119.18 N78°31'10'W - - N rll SEAL = L37 153.16 668°37'08'W C21 23.98 200.00 12.00 23.96 NOB"33'09"E 6"52'10" - 038830 W C22 86.19 150.00 45.41 86.92 NI9°5)'39"E 33°41'09" :�" •0: L39 45.27 374°08'32"W - %-7TT'�NGINEF:�1.)3 C23 43.92 90.00 22.41 43.48 322°49'26"W 27°57'33" i N•••••°� L40 59.21 N47°27'21'W - 77////WIR11R 11��• C24 145.94 200.00 76.39 142.72 S87°09'57"E 41°48'28" L42 473.67 N53°11.47"98 2024.09.26 09:49:09-0400' C25 86.19 90.00 46.72 82.94 680°37'59'W 50°52'26" L44 79.63 NO2°59'44"E 3C28 78.56 50.00 50.00 70.71 528°55'49"W 90°00'00" m L45 292.28 303°07'04'W C27 81.30 200.00 41.22 80.74 N66°25'27'W 23°17'29" L47 25.94 N09°59'14"E C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'44" L49 146.03 NO3°07'04"E L51 25.34 N36°48'13"E 520 C29 142.28 350.00 72.14 141.30 N06°25.27•W 23°17'29" PROP.S"GRAVITY_ C30 64.99 100.00 33.69 63.86 636°41.21'W 37°14.21" L52 340.57 Safi°48'13"W SEWER(TYP.) STREET CENTERLINE FLORENTINE STREET LINE TABLE LINE LENGTH BEARING STA. 0+00.00 -STA. 6+0-0�� ADELINA BOULEVARD: 25 MPH [[00 SPEED LIMIT NOTES: x L54 46.44 S08°50'39•W (PROP. 57' PUBLIC R/W) o L55 110.56 366°15'43"E PAMPHIL DRIVE: 25 MPH w SHETLAND AVENUE: 25 MPH 3 L57 615.04 N71°55'49"E TOLOMEI ALLEY: 10 MPH g LW 31.57 N53°11'47'W 510 MILSAN K EISE ANIATLL EyREET: 10 MPH 3 L80 119.79 571"55'49'W °J OI W P9 •- P9 1+1 M 'o M I, CD GENOESE DRIVE: 25 MPH M cccV I- N- PRATO STREET: 25 MPH gsi M h M i0 M h V h V vi a h V PISA ALLEY: 10 25MPH L62 99.50 S18°Od'11"E N N N 10 10 IIIffO�� 10 CIANO STREET: 25 MPH 2 PIBSTORIA D VE 25 MPH 0 L63 882.95 N78°04'11'W PISTORIA DRIVE: 25 MPH O L65 67.08 N05°13'18"E ORSINI ALLEY: 10 MPH - SICILIAN STREET: 25 MPH - L66 287.00 S71°55'49'W FLORENTINE STREET: 25 MPH m ge ALDOBRANDINI STREET: 25 MPH L67 408.54 N71°55'49"E L69 85.78 376°35'27"E < 5 L70 50.88 N05°13'18"E m e L72 908.54 N 18°04'11•W i L74 45.27 N55°18.32•W 3 a 3 , 44 rc °t o �4 • F SyFFT�F Z c J Cfl C5.- PROP.HI-VISIBILITY CROSSWALK < + ��, tir (NCDOT STD.1205.07)(TYP.) e W PROP.2.41^VALLEY Q PROP.5'CONCRETE MATCHLINE MATCHLINE CURB&GUTTER,.��7 '° �" \.,`]/�/ SIDEWALK(TYP.) SEE SHEET C5.5 SEE SHEET C5.19 j o a *4*� ` / PROP.6'PLANTING _ I_ 00 w Q y OP U STRIP(TYP.) R U• R=20' I. PROP.10'PUBLIC 4 �� e J ` .Cba 6 RN, PROP.STOP UTILITY ESMT. ,M��p� Q ` \ / (TYP.) BAR(TYP.) I Gp0 ^ b ♦� �„"�_ .- r L-- CB8F9 /- BgF10 �L ,' CB#F12 L CO v� Z U ` ifir re �' i - ..,-.--='-' - 30 RCP/- - JBRF11 __ _ 30 RCP F \ 30"RCP •- •• • /F I I i i W^ •FA I I I I�1 1 U.I 6 LLJ Q�/ \d \* -C29-N d' I 30'RCP f 30 RCP yr ���O 2+8] e24 RCP U J H M ♦ / 6' _ _, p - xw Q S q TC ;30 `1f_m�� 9� "_c. 3:00 - = VERTICAL GRAPHIC SCALE A F F / �!I '' w�� • • „ a FFSy FT S /�® ii®tom:..k • =�`, .I DBMF25 ��11 4��"_CBMF2 iii Ill O g / _CB#Fzl FLORENTINE STREET 1 , r i1It / PROP.DIRECTIONAL RAMP N re / ° UTILITY'PUBLIC �` Y UTILITY ESMT. (57'PUBLIC RIVV) PROP.2,0"VALLEY - _ (TOWEDS STD 136.1)(TYP.) (IN FEET) w Y/ fi - PROP.6'PLANTING CURB&GUTTER 1 INCH= 4 FT. PROP.5'CONCRETE (MAINTAINED BY TOWN OF WARHAW) STRIP(TYP.) • • I : + = SIDEWALK(TYP.) 1 y _ 7 / I I I 1 I I I I I1 MATCHLINE N / I, I SEE SHEET C5.19 PROP. 'SIGHT GRAPHIC SCALE PROJECT INFORMATION Ot TRIANGLE(TYP.) - NI 11 NI ���® PROJECT MANAGER MRR DESIGNED BY: SAV DRAWN BY: SAV 3 `(IN FEET) \i�131 1 INCH= 40 FT. PROJECT NUMBER: 2300409 - L.f Know what's below. ORIGINAL DATE: 05/15/2024 ,318 CalI before you dig. SHEET: C5.17 si STREET CENTERLINE m ' LINE TABLE STREET CENTERLINE CURVE TABLE N o i E y iyy N 8 LINE LENGTH BEARING CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA Q p o m LI 265.37 N62°29'30"E O O O O O O W C1 426.64 500.00 227.28 413.82 N86°56'11-E 48°53'23" W U ii $r isf + + + + + C2 403.90 500.00 213.70 393.01 N88°14'21"E 48°17'02" -L3 288.12 S68°37'08"E 570 to r` Op 03 O •,- r r r r L5 140.01 Nfi5°05'50"E C3 257.28 500.00 131.56 254.46 N79°50'18-E 29°28'57' L7 129.10 SOS"25'13"E HIGH POINT ELEV-557.97 C4 241.37 500.00 123.09 239.03 N28°42'53"E 27°39'33" HIGH POINT STA=9+5i.73 ij1� LB 417.28 N42°32'39"E PVI NA=9+22,73 //' \ C5 256.72 250.00 140.97 245.59 308°02'13•'E 58°50'10•' \ EXIST. GRADE L10 181.18 S37°27'18"E PVI DIV-500.22 \\ -CB 262.99 200.00 154.42 246.45 S78°17'7A"E 75°20'33" IMMTMIll L12 S21° 52"W K=30.00 `/ \ C7 105.11 150.00 54.62 102.97 333°53'13"E 40°OB'S5" 24o.Qo VC - \ L124 223.5749.3 S53°22'61'E CB 23.38 383.84 11.70 23.38 S17°63'08"E 3°29'25" n IV / n N \ CO 108.51 120.00 58.28 104.85 S42°42'52"E 51°48'33" L16 64.57 N21°22'S2"E ♦e♦v�ID� / N`m \ L17 2.30 320°18'01"E p5 yl / \ C10 28.82 90.00 14.53 28.70 377°47'32"E 16°20'49" _ / NPVI STA=11+14.33 W O 0 0 C11 93.68 500.00 46.98 93.54 581°35'55"E 10°44.05" L19 224.02 Sib°48'35"E > / oils IAVI��+ELEV=554.47 0 - _ L21 128.81 S88°37'OB"E B 0! �/ W W \40_QQOYI(,`. 0 T N BV _C12 109.07 300.00 55.14 108.67 386°38'47"E 20°49'69" 411111W1611' L23 415.14 086°57'57"E 560 // `\ 570 - -C13 38.90 200.00 19.51 38.84 N77°22'01"E 11°08'35" L25 199.68 378°13'S2"E / t- \ - L• P ELE =553.50 C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" / J. \ �" L• P STA 1+95.23 MCA/ / /s s L27 8].3] N82°58'19"E - ✓' m c N \ T ai •VI A=2+8.26 C15 12.]i 90.00 6.37 12.70 Nfi9°08'37"E 8°05'35" ``�N RQ/// OO D K=21.12 ``.4)/ ...........,y-7% I PVI STA=6+76.87 a1 et �� •��ma' �\ L+ 50.00 VC LICENSE NO.: 11 STREET CENTERLINE O m m 7 F-1407 PVI ELEV=547.93 w 1i PROP.GRADE IQ H v STREET CENTERLINE CURVE TABLE i LINE TABLE K=30.0o a0340 • _ -1.0U r4 n^ %F,\, 3 O V / N CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA ��fq•••„ . C�'��� LINE LENGTH BEARING 90.00'VC _ / n m - > ,q ���� o lil C16 34.56 200.00 17.32 34.52 N73°34'09"W 9°54'03" //SSOCIATF'S\,�i L29 183.35 N71°47'44"E o a m 49 5�' // p o-_ V -(3 m - //7 7/1 1 1 1 11111111, �/ - _ FFF r ] ,w1 N Ci] 64.99 100.00 33.69 63.86 N87°14'18"W 37°14'21" / L31 577.92 584°48'42"E w1 n t'v �'' - _ - �o_ m W W t u ____ y t / N'4 C18 30.06 300.00 15.04 30.05 N50°19'34"W 5°44'27" \\MITI\' 1.41., L32 23.63 N73°11'25"E 550 j 1 15"RCP - -- 560 "�T-.'' / II 2 ."( / NYI / _ a Q C19 196.15 200.00 106.77 188.38 N25°06'01"W 56°11.31" ..`.O • 7y0� L34 79.41 N65°05'S0"E mi .„ 18"RCP W\ EXIST GRADE // N> • ' •'• L35 119.18 N78°31'10"W ��/ >_ul /��- W C20 52.91 90.00 27.25 52.15 S79°57'39"W 33°41'09" ; „7// 19� '� N. - ff-Di \ / B_W C21 23.98 200.00 12.00 23.96 N06°33'09"E 6°52'10•• -_ SEAL - L37 153.16 N68°37'08"W r /�" \ / - - 038830 W It5 -- \ // C22 88.19 150.00 45.41 86.92 N19°57'39"E 33°41'09" .- '. ' L39 45.27 374°08'32"W Z L.) -i \ PROP.GRADE - �V•.F ?•'2O� "/ - i - \ / C23 43.92 90.00 22.41 43.48 S22°49'26"W 27°57'33" %7/.- NG1NE: .4•..��� L40 59.21 N47°27'21"W = W --i \\ / C24 145.94 200.00 76.39 142.72 387°09'57"E 41°48.28- ilk- I R.IRE`�� L42 473.67 N53°11.47"W V W - - F OP / 47. C25 86.19 90.00 46.72 82.94 N80°37'59"W 54°52'24" 2024.09.26 09:49:17-04'00' L44 79.83 NO2°59.44"E Q 46•R \ \ / C26 78.54 50.00 50.00 70.71 326°55'49•W 90°00'00" L45 292.28 503°07'04"W W r/ / / \\ / m 3 / C27 81.30 200.00 41.22 80.74 NOV 25'27"W 23°17'29" L47 25.94 N09°59'14"E CO PROP.8"GRAVITY \ / �/ SEWER(TYP.) \� / C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'44" L49 146.03 NO3°OT04"E L51 25.34 N36°48'13"E 540 ` ' 550 ---.---./ C29 142.28 350.00 72.14 141.30 N06°25'27"W 23°iT 29" C30 64.99 100.00 33.69 63.86 N36°41'21"W 37°14'21" L52 340.57 S36°48'13"W STREET CENTERLINE FLOR NTINE STREET FLORENTINE STREET CUL-DE-SAC LINE TABLE LINE 1 LENGTH BEARING STA. 6+ 0 -STA. 11+87.18 STA. 0+00.00 -STA. 2+73.80 SPEED LIMIT NOTES: L54 46.44 S08°50'39"W (PRO 1' PUBLIC Ft/W) (PROP. 51' PUBLIC R/W) a ADELINA BOULEVARD: 25 MPHgi PAMPHIL DRIVE: 25 MPH 12 SHETLAND AVENUE: 25 MPH L57 615.04 N71°15'49"E • L57 615.04 N71°55'48"E TOLOMEI ALLEY: 10 MPH 3 SAN MINIATO STREET: 25 MPH L58 31.57 N53°11'47"W 530 540 MILINESE ALLEY: 10 MPH 3 r O O r GENOESE DRIVE: 25 MPH • L60 119.79 371°55'48"W t0+1 O O co In 0? 100 ,I 01 CO r a O M O CO 0 O PRATO STREET: 25 MPH O iG N 0! w r r V I•] 1+1 o V M PISA ALLEY: 10 MPH L62 99.50 518°04'11"E V v1 V in w in in in � I i 0 CIANO STREET: 25 MPH O L63 662.95 N18°Od'11'W Iff Iff BORGHESE STREET: 25 MPH y. PISTORIA DRIVE: 25 MPH L65 67.08 N05°13'18"E O ORSINI ALLEY: 10 MPH SICILIAN STREET: 25 MPH w L66 287.00 S71°55'49"W FLORENTINE STREET: 25 MPH ALDOBRANDINI STREET: 25 MPH L67 408.54 N71°55'49"E L69 85.78 S76°35'27"E L70 50.88 N05°13'18"E o 1 L72 908.54 N18°04.11"W L74 45.27 N55°18'32"W i a �i 4 > _3 E1-o 0 MATCHLINE Q m o oo ti o 03 SEE SHEET C5.14 0 a'm Q �, PROP.STOPBAP' I.. N v Z J r 8+00 Il Q PROP.2'-0' ALLEY it, \,`' . L LI 2 CURBEGUTTER(TYP.) .-.' .1,I p w O PROP.5'CONCRETE - - PROP.15'X15'SIGHT Q - '6 '`-\ w + _ I SIDEWALK(TYP.) r I n TRIANGLE(TYP.) f FLORENTINE STREET R=2o caxla a bb•/ PROP.B'PLANTING- 0� R=20 A . % O '7 (� 51'PUBLIC R/W \-__\ B/CCe L I STRIP(TYP) ) (TYR/ ): I a L Ito - • e 01 p0°P CI- F .. (MAINTAINED BY TOWN OF WAXHAW =1 _-- ) d j'$ a�o�+-� AINTAINE TO ) iI "PI • +oal ICi \ •)/, _ _ r �_ cauF13 �� �j _ 4L, . �•` s L , �-"1 can13 /�d ' a INlI Z_ U I �_ CO Z u J 18"RCp - G�/ Z 9 'u 8+2 J = rc il ILI LLJ Qy B1'" < �CB4D b-0+00 ' LJJ J Q W �+ ® ■!!� VERTICAL GRAPHIC SCALE Ce 0 a h W - - - . 'CBMF14 -. . ° Z co , 1 ° °.. _ 4 a� PROP.DIRECTIONAL RAMP. I 0 fE1L O ._ PROP.10' WALK -- - " -.•- PRO •11-VAL MI a (TOWEDS STD 136.1)(TYP.) • a - •..L I ....- I' • �• Iy re - 8 UTILITY ESMT. CURB&GUTTER(TYP.) •PROP.6'PLANTING PROP.HI-VISIBILITY CROSSWALK I- 3.PROP.5'CONCRETE Li- _ I - I STRIP(TYP.) (NCDOT STD.1205.07)(TYP.) SIDEWALK(TYP.) N m U -I (IN FEET) . w 1 I ii 1 INCH= 4 FT. 0 I� 1 1I I Ir I I I I �I O a w x N GRAPHIC SCALE PROJECT INFORMATION 54. 1311 0. PROJECT MANAGER MRR zED BY: SAV n � DESIGNED ` DRAWN BY: SAG 00 3 (IN FEET) \��1 INCH= 40 FT. PROJECT NUMBER: 2300409 - Know what's below. ORIGINAL DATES 05/15/2024 Call before you dig. SHEET: C5.18 STREET CENTERLINE Dr) iN a z N mw d LINE TABLE O O O O O + +F STREET CENTERLINE CURVE TABLE .N 7,2 I'y Ty N LINE LENGTH BEARING 560 N co `� CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA Q p m .0 2 ", $ Li 265.37 N62°29'307E - IL �+ C, 426.64 500.00 227.28 413.82 N86°56'11"E 48°53'23" 2 6 li $m f L3 288.12 S68°37'OB"E _ C3 403.90 500.00 3.56 254.46 N79°50'21•'E 29°28'57" L5 140.01 N65°05'SUE _ C3 257.28 500.00 87 131.56 254.46 N79°50'1E 29°28'57" L7 129.10 385°25'137E _ C4 241.37 500.00 123.09 239.03 N28°42'53"E 27°39'33" L8 417.26 N42°32'39"E _ C5 256.72 250.00 140.97 245.59 308°02'137E 58°50'10" L10 181.18 S37°27'18"E _ C6 262.99 200.00 154.42 244.45 S16°17'24"E 75°20'33" L12 223.57 S21°22'52••W -C7 105.11 150.00 54.82 102.97 333°53'137E 40°08'55" L14 49.33 553°57'417E PVI STA=2+35.09 _ C8 23.38 383.84 11.70 23.38 317°43'08"E 3°29'25" PMTMIll L18 64.57 N21°22'527E PVI ELEV=543.54 O C9 108.51 120.00 58.28 104.85 S42°42'52"E Or 48'33" K=20 AO i R C10 28.82 90.00 14.53 28.70 377°47'32"E 18°20.49" Li] 2.30 320°18'017E 550 _ 49J10•VC L19 224.02 S16°48'35"E I '^ C11 93.68 500.00 46.98 93.54 S81°35'55"E 10°44'OS" I. L21 126.81 S68°37'ORE PVI STA=1+23.14 4 C) I -Y 67> C12 109.07 300.00 55.14 108.67 386°38'47"E 20°49'69" PVI ELEV=540.18 I il. H I0 U S J C13 38.90 200.00 19.51 38.84 N77°22'01••E 11°OR'35" L23 415.14 SW 57'57"E .. 1 W _ L25 199.68 376°13'52"E 0.000VC 60 1V kii HI U PRC P.GRADE C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" L27 87.37 N82°56'197E 0 _- J4 \` 'm m>m �LU C15 12.71 90.00 6.37 12.70 N69°08'37"E 8°05'35" ;�\Y4NICA/?�]i] r Gi lii m \ \ - I _ _ I LICENSE NO.: t STREET CENTERLINE 5 j j >m 3p0q° ..... - _ _ -2.00% V V _ STREET CENTERLINE CURVE TABLE F-1407 LINE TABLE n. e I-- m oT w ` _ �I - ?F,t• LINE LENGTH BEARING LL - �1,.0....Eyr........... CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA_ ��S'PX7..• ..,•. ``��� L29 183.35 N71'47'44'E 540 U U V - - C16 34.56 200.00 17.32 34.52 N73°34'09"W 9°54'03" ''�7%�IIII �Y��,'2.00°1' ` C,764.99 100.0033.69 63.68 N87°14'18"W 37°14'21" L31 577.92 S84°46'42"E \ C18 30.06 300.00 15.04 30.05 N50°19'34"W 5°d4'2]" 111\7•I�,L32 23.63 N73°11'25"E EX$T. \\ CIS 196.15 200.00 106.77 188.38 N25°OB'01"W 58°11'31" ��`�\Ot ���/� L34 79.41 N65°05'50"E V \ i / • , C20 52.91 90.00 27.25 52.15 319°5]'39"W 33°61'09" 7// •-p'. '�- L35 119.18 N78°31.10"W - _ _ -. C21 23.98 200.00 ,2.00 23.96 NOB°33'09"E H'52'Io•• SEAL _ L37 153.16 N68°37'08"W I 30" - - - _ N. - 038830 _ \ C22 88.19 150.00 45.41 86.92 N19°57'39"E 33°41'09" - L39 45.27 S74°08'32"W RCP- 30"RCP \ '9T'F�V E�•'���� L40 59.21 N47°27'21"W - - I \ _ C24 145.94 200.00 76.39 142.72 S87°09'57"E 41°48'28" '/]4 E.W I R 0-\0 L42 473.67 N53°11'477W -- `�------ �I 4 N.\ 2024.09.26 09:49:26-04'00' C25 86.19 90.00 46.72 82.94 N80°37'59"W 54°52'24" L44 79.83 NO2°59'447E ' \\ L45 292.28 303°07'04"W 530 \\ C28 78.54 50.00 50.00 70.71 528°55'49"W 90°00'00" -• m 3 C27 81.30 200.00 41.22 80.74 N06°25'27"W 23°1T 29" L47 25.94 N09°59'14"E C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'44" L49 146.03 NO3°07.04"E PROP.8"GRAVITY PROP.8"GRAVITY- C29 142.28 350.00 72.14 141.30 NOB°25'27"W 23°1T 29" L51 25.34 N36°48'13"E SEWER(TYP.) SEWER(TYP.) _ C30 64.99 100.00 33.69 63.86 N36°41'21"W 37°14'21" L52 340.57 336°48'13"W ALDOB- ' NDINI STREET _ STA. 0+00.10 -STA. 6+03i0 STREET CENTERLINE (PROP. 5 ' PUBLIC RAN) LINE TABLE LINE LENGTH BEARING SPEED LIMIT NOTES: L54 48.44 S08°50'39'W _ -U ADELINA BOULEVARD: 25 MPH L55 110.56 366°15'43"E 5 O N o r m m 0 PAMPHIL DRIVE: 25 MPH w c v_ SHETLAND AVENUE: 25 MPH L57 615.04 N71°55'49"E a M V M h V �O V C1- c7 M 11�j ' Lc, M TOLOMEI ALLEY: 10 MPH 3 L58 31.57 N53°11'47•'W w w Iff Iff If1 w 10 Lf 10 MANNEINIATO SE ALLLEYSTREET: 25 MPH 10 MPHGENOESE 3 L60 119.79 S71°55'49'W I PRATO STREETS 25 MPH O L62 99.50 318°Od'117E PISA ALLEY: 10 MPH CIANO STREET: 25 MPH O L63 882.95 N,B°04'11"W FS BORGHESE STREET: 25 MPH PISTORIA DRIVE: 25 MPH L65 67.08 N05°13'um p ORSINI ALLEY: 10 MPH SICILIAN STREET: 25 MPH - w L66 287.00 371°55'49"W FLORENTINE STREET: 25 MPH ALDOBRANDINI STREET: 25 MPH 4= 46 L67 408.54 N71°55'49"E L69 85.78 376°35'27"E w 13 L70 50.88 N05°13'187E 0 _ L72 908.54 N18°04'11•W L74 45.27 N55°18'32"W i p��EOM°, x MV Gµ�\�0. Q PROP.5'CONCRETE SIDEWALK(TYP.) o MATCHLINE MATCHLINE PROP.fi'PLANTING Z t7 0 PROP.15'%15'SIGHT STRIP(TYP.) SEE SHEET C5.16 TRIANGLE(TYP.) SEE SHEET C5.17 Q p � , n I 1 CB#FI2 O - / wl - \\ c3aFhls ALDOBRANDINI STREET � 1 PROP.10'PUBLIC d t+fl { Iti ec-,15 -. i' ' I� - (_ )° R-20• '.15 RCP .� n a _ _ U ESMT. r ' UTILITY 1 r I°` sr PUBLIC R W a VERTICAL GRAPHIC SCALE I j o W CB#Fz7 •P -a-' (MAINTAINED BY TOWN OF WAXHAW) I B/.) sj1 ''1 1 1 1 1 • - • W C (n 1®11111110 A CB#Fi] °_I - _ I _'� iI (TYP.) 1 N. I CB#G11 I • D, ' l� 4+00)E ! !41 .�'`�d� ' h mPROP.2:VALLEY fa® 1 ,......® °'^ '-_ ®� - - �'0- '$• �' \'_Q� /_^ 'JB#G4• 111, + : `�'•+ pjp �� \ ° 1 ICH4 FT� �y111 • \-1 Altak ati Z W J f • :' TB#G-10 �4 GRAPHIC SCALE a J W PROP.STOP BAR 4e. 1+poi. %. I.L W °_°I. \\ PROP.B'PLANTING �., Ce' STRIP(TYP.) (TYP.) I I- I \ \ I � O4�// Q PROP.5•CONCRETE \ -\ x IP`. I 0 d Q MATCHLINE SIDEWALK(TYP.) MATCHLINE R=20• PROP.HI-VISIBILT 7°0 ��: (IN FEET) 0. SEE SHEET C5.16 SEE SHEET C5.17 TYP.) IryPO STD.1205.07) �CROSSWALK / 1 INCH= 40 FT. p� a CB#G3 ,O 73 PROP.2•.0'VALLEY / /! / _0 CURB&GUTTER 'iffy (TYP.) / W = N PROJECT INFORMATION 81 1® PROJECT MANAGER: MRR DESIGNED BY: SAV 3 ��� DRAWN BY: SAV PROJECT NUMBER: 2340409 Know what's below. ORIGINAL DATE: 05/15/2024 Call before you dig. SHEET: C5.19