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PUBLIC • Water Dutnbutiion/E~ion Syaem UTILITY INt;TAllAT1~N3 AND OTHER PU ~ f I WNC SIDEWALKC AND HANDI
BECONS'fRUCTEDONALISTREETS i U1lU B'f CITY CODE THESE fACW11E>;
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ER 1 ( REVISIONS HY T~G1a's~W.3~ I ~ CURVE TABLE CURVE TABLE
g1A~ ~016'd'N 1 EDGE OF NATURAL AREA CURVE LENCiH RADIUS ANCEN CHORD CH. BEARING CURVE LENGTH RADIUS ANGELA CHORD CH. BEARING 5-16-OI CGB Eyi61 I C1 Da35 50250 46.e1 D3.22 C86 413D 5o.D0 2x11 41.08
1. ALL CONSTRUCnON TO BE IN ACCORDANCE WITH THE CURRENT CITY ~ c't 0242 4D7.5o 41.34 922D C67 71,05 5o.D0 1404 30.55
TAL ACREAGE 58.81 AC. OF RALEJGH STANDARDS ANO SPEpflCAl10NS. PHASE 1 TO 11Y C3 2265 4D7.50 11.72 2284 CBe 45,58 50.00 24.51 44.D2 ' 6-lE-Ol CGH I C4 89.78 4D7.50 34.D5 6D.72 ' ' C89 36.8D 50.00 19.73 36.05 '
TOTAL NUMBER OF LOTS AND RANGE zD LOTS (1-6, 7e-91) 2. THERE IS A 191 FT. F100D PLAIN ON THIS PROJECT PER FEYA. TOTAL LF OF STREET 1630 LF (INCWDES CONNECTION TO EX ROAD) FUTURE TOWNHOUSE TRACT 9.85 AC. ~ , ; ; ~ C5 145.35 355.47 7x70 144.34 CDO 37.57 50.00 19.72 78.69 7-11-O1 CGH •1 C8 84.85 355.47 7241 84.58 C91 46.48 50.00 24.45 4aD3
TOTAL ~ ~ ~ ~ 1746.01-06-8209 3. TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHIC YAPS AND FIELD VERIFIED. ~ •~1 5000NSTRUCTgNEASEMENT C7 50.92 355.47 255D 50.87 C92 7.87 75.00 x95 7.88 '
TOTAL LF OF WATER 3531 LF (INCLUDES CONNECnON TO EX. MAIN) PIN NUMBER PHASE 2 MAP NUMBER 3716300360E 4. ALL SAN. SEWER TO BE PYC. ALL WATER UNE TO BE DUCTILE IRON. PIN11746-01-18-0170 ' :I C6 29.7D 355.47 14.90 29.78 CDJ 21.iD 35.D0 10.88 20.78 7-31-01 CGH ~1981 PG i' ':.1 C9 12288 700.47 8230 12201 C94 239.88 50.00 45.93 87.85
OF LOTS AND RANGE 11 LOTS (T-14, 75-77) FEMA FI.AOD TOTAL NUMBER 5. WETLANDS OR FL000 SOILS ASSOpATED WITH THIS PHASE ARE AS SHOWN. Di PO I; 30'UTILITYEASEMENT CIO 16.58 30D.4T 429 18.57 C95 345.85 151.25 33201 275.28 :.,:.1 BY OWNER C11 74.64 300.47 37.51 74.45 C98 78.88 151.25 39.28 78.03
TOTAL LF OF STREET 376 ~ CONSERVAl10N GREENWAY EASEMENT (BM 1001-1034) 20.39 AC. TOTAL LF OF SEWER 356 ~ 8. THE NEUSE RIVER BUFFER IS SHOWN ON DRAWING. • • C12 31.64 300.47 15.84 31.83 C9T t8B.B7 151.25 D2D3 15438 '
317 LF 'J'` TOTAL lF Of WA1ER ZONING R-4 CONSERVATION MANAGEMENT SHOD-1 I'• • C13 229.16 258.28 12288 221.80 C9B bate 151.25 3211 A2e2 ' ' C14 44.20 256.26 2216 44.15 ' CDD 39.05 151.25 10.83 JB.D4 '
' 7. 250' SIGHT T~MNGLES ARE FOR SECTION OF LANDOVE~DRIVE WITH 25 YPH PHASE 3 ~ 1' CI5 5471 256.28 29.46 5458 C100 17.57 350D 497 17.3D
TOTAL NUMBER OF LOTS AND RANGE 5 LOTS (15-16, 3z, 73-74) PROPOSED N0. LOTS 109 SINGLE FAMILY, 1 OPEN SPACE LOT, SPEED UMIT. TOTAL LF OF sTAEET ~ ~ 1 TOWNHOUSE LOT 8. 20' CREENWAY ACCESS EASEMENT TO BE PROVIDED ADJACENT TO LOT 88 \ I'. ':.:1 C18 55.57 258.28 27.89 55.48 C101 2dD2 50.00 14.87 2451 r~ • ~ ~ • C 7 70.8D 258.28 35.57 70.48 C102 81.78 50.00 53.35 7207
TOTAL LF OF SEWER 331 LF • • Ci b 21452 204.51 121.00 2Dd27 C103 21.85 50.00 11.10 21.88 .-i ~ I•, ,I C1D 135.35 204.51 70.28 1329D Ct04 49.80 50.00 27.08 47.59 N N
1OTAl ~ ~ 311 ~ FROM LANDOVER TRAIL TO CONSERVATION GREENWAY EASEMENT AS SHOWN. PHASE 4 TOTAL DENSITY (CLUSTER) (228%56.81) ~ 4 DUA ,1h. +1~ C20 8x17 204.51 4217 e259 C105 50.36 50.00 27.55 4428 v1 V1
TOTAL NUMBER OF L015 AND RANGE 15 LO1S (17-31) tOp ($INgF FAMILY) 1•. : \ C21 114,06 205D0 5d5B 11281 0108 9.00 50.00 4.51 d9B ~ ~ C22 34.72 205.00 17.20 34.28 0108 241.50 50.00 44.44 88.43 ~ ~
TOTAL LF OF 511iEET 567 LF TOTAL. tF OF SEWER 1314 LF (WCWDES CONNECTION TO EX YH) 117 (TOWNHOUSE) NOTE : THESE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE ' ~ l'. ~ .'1 C23 79.75 205DD 40.39 79.25 CI09 28.41 250D 14.59 25.20 1'• ~ ` C24 D7.82 255.00 4D.52 97.22 CI10 47.80 19575 24.02 47.88 u ~
TOTAL LF OF WATER ~ ~ 228 (TOTAL) WITH THE FOLLOWING PLANS, AND THE STANDARD SPECIFlCATIONS OF THE ~,~cp 1:'.:.. 1 C25 1x44 255D0 6.77 1x44 0111 5447 19575 29.47 5421
PHASE 5 CITY OF RALEIGH. THE ENgNEER WHOSE SEAL AND SIGNATURE 9?~" C28 e4.3D 255.00 4258 84.00 CI12 59.35 1DST5 29.90 59.12 ~ ,~.~~tr~ ~ 1•'~"'I C2T 28.80 7500 taDB 25.DJ ' • C11J 51.93 1D5.75 28.12 51.78 ' ' ~
TOTAL NUMBER OF L01S AND RANGE 16 L01S (37-49, 14-66) LF. OF PROPOSED STREETS 5893.11 FT. APPEAR BELOW CERTIFIES THAT THE STANDARD SPEGFlCATIONS OF THE TOTAL LF OF STREET 175 tf PTY OF RALEIGH HA EEN THOROUGHLY CHECKED AND ARE R" 4iN0ERS CNMVER IAA •~•1 17 :::1 C2B 27.2D 50.00 1a9D 26.94 Cii4 50.73 19575 25.51 50.5D '
TOTAL ~ ~ SEWER 171 ~ AREA IN PROPOSED R/W 8.35 AC. APPUCABLE TO THIS TICULAR PROJECT. NO EXCEP110NS ~ \ C2D 38.2D 50.00 20.14 37.38 Ci15 61.24 198.25 60.DD 70.8 • ~ ~ ~ 50.00 1472 35.06 1 1 ' ~ / C30 35.82 CI B 3D.d7 196.25 39.78 D.
TOTAL lF OF WA1FR 697 LF TAKEN TO THE CITY OF RALEIGH STANDARDS. PHASE 6 YIN. LOT SIZE 4356 ~ \ ~ ~ / - C3i 324e 50.00 16.84 31.91 0117 26D.88 1D6.25 24D.11 181.1
TOTAL NUMBER OF LOTS AND RANGE 14 LOTS (50-63) \ \ ~ ~ / .:':.1 C32 77.27 50.00 19.55 38.41 0116 300.25 267.50 185.44 288.79 ' \ ~ •.';;:I C33 5166 50.00 2441 4D.4o 0119 90.4e 287.50 45.82 90.10 ~ ~ t•
STREET ~ ~ AVE. LOT SIZE 10505 SF ~ - O I TOTAL LF OF ~ ~ \ TOTAL ~ ~ ~ EGORY B ~-J ~ \ ~ / •:::1 C34 18.87 5aoo d52 16.7D 0120 209.78 287.50 109.80 20515 • C35 31.21 35.00 18.73 30.1B C12/ 355.28 237.5D 220.3) 32x05 ^
TOTAL LF OF WATER ~ ~ MIN. LOT WIDTH IN R-8 ~ C' ~ \ C36 23D.88 50.OD 46.11 87.7D 0122 12298 237.50 62D0 121.81 ' STORM DRAIIAGE\ / / I
PHASE 7 ~ ~asDRArIAr,c \ 3a 67-72 _ ~ \ ` fMHiT \ \ ~ ~ + ~ ~ ' / C37 5D.82 35500 29.98 59.75 CI23 96.52 237.50 4497 95.85 ' p'ST CJ8 7265 355D0 38.45 7252 C124 7411 237.50 79,41 77.76 '
TOTAL NUMBER OF LOTS AND RANGE 10 TATS (33- ) MIN. LOT DEPTH IN R 6 ~ ~ TOTAL LF OF STREET ~ ~ ~J ~ C3D 71.14 355D0 35.89 71.02 CI25 57.85 237.50 2dD7 57.51
TOTAL. LF OF SEWER 472 if DISTURBED AREA 8.72 Ac. ~ . ~ \ t: , 't, 20' STORM DRAIYIGE ~ •:'::.r ~ C40 125.38 355D0 8x34 124.71 0128 132DJ ZB250 87.72 131.70 ~f EASEMENT f:.'::: C41 122.70 355.00 61.D7 1220D C12T iJt•Dt 13524 71.74 126.74
TOTAL lF OF WATER 502 lF ~ r k'. / ~ 17 7.50 8dD2 i .0 ~ 19 ELE ION !r k•, • / C42 2217 35500 11.00 22 0126 13526 2e 34 3 •
PHASE a SETBACKS / ~ f:'' \ 0 2 - ~ ~ TOTAL NUMBER OF LOTS AND RANGE 14 LOTS (96 109) FRONT / \ \ r . '.1 C43 47x84 355.00 270.74 439.14 C12D 50.80 175.24 2556 50.87 \ Y ~ k..:~ .:'i C44 7480 40500 3D.42 7448 0130 53.JD 17524 2B.D0 5x19 ~
e LF I c: '.i TOTAL LF OF STREET 101 ~ u~w r. \ PF \ PROPOSED G NWAY + \;•~•1 ~ C45 8575 40500 43.03 85.58 Ci31 56.91 17524 2dT1 56,88 \ i V.4.~ t;;•;,•~ c48 164.35 40500 83.32 16x22 0132 1x55 17524 6.7e 1155
TOTAL ~ ~ sEwER 97o LF SIDE 15 (AGGREGATE) r j.a \ TOTAL Li OF WATER ~ ~ ~J ~ \ ~ " , ~ C::: C47 80.44 40500 40.75 80.31 CI33 236.73 17524 140.40 219.14 / / ~ \ ~
20 / ~ / ~ PHASE 9 REAR 71a18F 1W fir':: \ \ l ~ I C4B BD.25 394.00 44.82 89.08 0134 31.54 50.00 16.31 31.02 ~ ~ \ , \ 1 C49 56.39 379.43 2x25 56.34 0135 41.85 50.00 2212 40.48
TAL NUMBER OF LOTS AND RANGE 4 LOTS (92-95) / TO T LF OF STREET 414 Lf SIDE CORNER 20' f I t...~ TO AL 261 LF / I f . '.l 1 N \ i a ~ I C50 228.09 40500 118.08 227.17 C138 31.43 50.00 18.25 30.92 ba7 l/'1 qf'.'.:: ~ ~
TOTAL Lf OF SEWER ~ ~ ~ ~ ! F \ C41~~ C51 12235 307.50 61.9D 121.54 CI37 2458 50.00 14.BD 26.19 1•.':~ ..1 ~ .a N ~ sA 1.• ~ ; , j C52 7279 707.50 38.57 7282 C138 41.88 50.00 221 J 40.47
1T)TAL LF OF WATER ~ ~ . PER ENGINEER / o o OWNER DEVELO \ , ' ~ C5J 44A5 307.50 2251 44.D1 C13D 81.18 50.00 3508 57.43 U r`'^~.., ~ 1~d ~ C54 240.08 707.50 128.53 234.03 C141 86.20 42201 44.28 8404 ~
~ C~ ER DEVELOPMENT C.G. BAGLEY, PA ~ NOm ~ J SAND 5 \ ` ' i C55 75.05 35250 37.87 74.91 C141 69.24 427.01 44.78 e9.De ~
PO 80X 37759 PO BOX 759 1~7 r ® ~ ~ ~ f 4 4 37 Ci42 9485 47201 49.50 Dd47 ~ ~ r c5e 4440 35250 2.2 4d a 'f ~ I C57 51.71 352.50 25D0 51.87 Ci43 1535 32x38 7.88 1533 ~
RALEIqa N.C. 27827 FUQUAY VARINh N.C. 27608 ~ , Ph. 919 Z33-8800 Ph. [phone] ( ) I ~ ~ C58 57.OD 35250 2481 57.03 C144 75DB 32x38 3d17 7581
SEE nRIVEVAr DETAiL Fax [phone] ~ 'r'te ~ ~ 1 1114 ~ Y+ C5D 35.18 35250 17.81 75.17 C143 85.46 32x36 4298 8521 ' ~ 1?B71 ~ ~ _...r° ' ' • 1 + C80 267.45 75250 140.53 281.08 C148 11x54 323.38 57.36 11298 ~ ~
VITH SDH:YALK ' F STA N4 20A1 ~ ~ ~ ~1;, ;1 r C81 4410 207.50 24.18 47.99 Ci47 119.57 32x38 60.47 11489 ~ I~ ~ ~ ~ ^..g a ~ ~ r ~ C82 88.37 25250 3x38 88.18 Ci48 40D.91 J2a38 237.88 38x01 ~ 1~
1 / i sa sTOw / 120' STORM DRANAGE :r ~ CB3 28.88 4187 14.88 28.15 0149 470.44 37x38 27222 43D.D3
r--~J II ~ ~ ~ ~ C84 59.16 50.37 3x53 5582 0150 420.91 3Ta3e 23599 39dD7 ~ O I 1 '.i ~ END OF GREENWAY C85 40.70 50.37 21.54 JD.81 C151 49.57 37x38 24.80 49.49 ~y
/ / ~ °ti ~ ' i l'. l C88 4164 50.37 2x42 4247 C152 2452 250D 16.D4 28.D9 ~ ~ V
f ~ 1 I I CB7 44.90 50.37 24.07 43.43 C153 2488 250D 18.28 27.28 I i / L'.:' ~ ~ ' C88 53.88 50.37 29.71 51.18 C154 41D4 25D0 29.09 37.92 W p,
~ aw F r ~ ~ ~ ~ 11M ~ a~ ~ ~ ~I ~ :L ~ ® C8D 2497 3500 1538 2615 ' C155 71.62 2500 1432 29.58 ~ may--- ~ , ,j 1~ ~ II C70 24229 50.37 45.85 67.85 C158 40.88 2500 28.46 36.34 '
~ ~ _......1 ~ . : ~ C71 197.80 22500 105.80 191.4D 0157 36.20 25D0 2aD5 34.5D
CONSER 0 G _ lI VATI N REENWAY EASEMENT ~ ~ - - 6110 6F I C72 47.24 225.00 2x71 47.15 C156 3548 40500 17.74 3545 ~P` ~ ~ ~ ~ ~ • • . ~ C73 8271 225.D0 31.78 8211 Ci 59 34.80 2500 20.88 3205 ~ .
w 20.39 ACRES r.-'~ t • ~ I 10~ 1,11 C74 ed25 22400 44.70 e7.6D C160 38.3D 2500 24.05 34.68 ~ Q ~ S 6 j y ~ ~ C75 15x11 175.00 8221 148.82 C161 34.08 2500 20.28 31.50 ~ ~ • ~ ~ dy • m ;
/ ~ ~ ~ C OPEN SPACE QUOTIENT=477,16 \ ~ ~ ~ c ! ~ 11711 I'.: ~ ~ C7B 131.14 17401 8471 12d20 0182 39.27 25D0 2500 J5.3B 3 Q ~ fie' r
' C77 7551 17S.O8 17.82 75.45 C163 40.69 2500 26.48 36.34 ! V ~ ~ I•' C7B 13x91 277.50 8479 172.14 4 ' ~ C7 ` ~ ~ ~ C184 31.23 25.00 1402 29.2 y , ~ ~
wv 0 ? ~ 7600 ~ ~ ° ~ ~ . D c ~1 ' ~ C79 98.37 237.50 4486 9571 ' Ci65 2228 2500 11.94 21.55 '
~ ~ 1~OD~ 1 C8D 37.54 237.5D 1481 37.5D C186 495 2500 4.52 8.91 . _ ~ CBi 158.79 28250 80.47 154.7D CI89 5aDB 1D575 28.70 5292 ~N G• S 3
ar r ~ c~::: ~ ~ ~ •1, ~ C82 8580 28250 3295 85.48 C17D 422.14 1D575 764.76 344.98 un ~ ~ ~1 I 1~ y C83 85.08 28250 3288 B4A3
~ ~ M R. ' v V ~I V f1• C L V rte' 20 ST DWYIIM9E ~ : y'O l ~ I _ a l alx VA /FTC VM/FT, ~ w.. ~ ~ . ~ ~ i cB4 2e.11 2B25o 1 ao7 2410 l
.I. t r eDL1MLX ~ ~ a.: 1 ~ ~ ~ i ~>ff ~ 1 ~ CB5 2dD7 3500 1538 28.15
v o~ ~ 191 ELEVATI ,~~•..:~~y ~ '.:1 4. ~
a lalc SECTIIIN C-C I p A9Y6AIA ms mac Y ' i ~ / a ~ ~ 1
m o.11AC1o ar aalc ~ PR SED GREENW Y ' ~ ~ p~ pp I Nr ~ t; '•1` 1601 ~ f ~ END DF Y •~L ~ ~ ~ '1 1
TS REIIDENTTAL T19~E ~ '',l' r o.,, A H C 0 E G 1~ ~ f / j,
5D 41 20.5 10.0' 2 / \ s
55' 3i' 10.0' la3' 2 1/2' 1-2 I+ AIC 9.5' I ~ 50' 31' Li~S' 13.0' P yr i' AK qs' ' \ ~v ~ f
4 1~.0' 10.0' 2 L2' 1-2 i' AK 93' i ~ ~ y ~ ~ ~ ~ ~ l~ \
~F t ~ o , o ~ ~ >g 1oe/7 ~ ~ ~ . a ~3C~i i 7119 ~ ~ i CURVE TABLE
J I r'~•~ , I CURVE LENGTH RADIUS ANGELA CHORD °i. BEARING ~
r ~ ~IO~ s~ << 7~t 8F ~J ~J ~ C171 374.83 270.00 24175 334.57 ~ C 7~ ~ ` 191 ~ , ~ 1~ C172 507.21 380.00 ~1 m I
CONSERVA ION i ~ ~ ~ 7~ ~ r I:. '.1 ! f 299.44 470.39 C ~ ~ c. "ti C173 175.82 200.OD 94.03 170.2'1 U ° ~
r' GREENWAY ESMNT. ~ ~ ARY ` , / a ~ C174 434.00 173.15 521.08 329.65 _ I ZD' ST bRAWAC3E r ~ : ~ G~ C175 47274 348.36 260.65 437.29 t ~ ~ J
/ J ~J ~ 5 ~ L• .1 ~ I 0178 9x42 447.D1 48.88 93.25 . ~ C o~ ~ 5 . , I r; • C177 12x42 274.11 6277 1223e < O
a 4A10>iF ~ ~ ~ ~ ` NM e ~ ' ~1 I C178 291.84 28250 16293 276.67 U NN ~ ~ r 111tH 8F °
a, ~ ~ ~ / t ! YW4~ 1 r01 rlrF ~1 n010 ~ ~ ppl ~ \ C1T9 29.21 200.00 u.63 29.19 ° ~ 1 I r CiBO 15553 281.51 79.80 15x56
P f l 1 ,,.1.,___ . _ ~ / ° C~'',c Ciet 210.Oe 154.86 124.64 1D4.J0 C
! ! 1 c~J C1e2 5x26 344.66 26.68 83.21 01 c m r \ I ~ Ces 23564 33aoo 123.21 230.65 c ° 'v
/-7 ! r ~ AR ; ~ 1014 ~ ~ 11tH ~ Ca4 n.o2 3oaao 451 n.o1 ° o. ° 3 \ ~ ~
~ ; ~ / ,r CIeS 57.77 166.82 2497 57.09 ® j 1111 r,,"..
1• r r1~ ~ A R + ~ ~ ~ ! ~ C _ LJNE TABLE °
! ~ ° ~ 0 ~ ~ ,r''"' 7 LwE LENGTH BEARING r ^ l a 1 l87 16264 u U
1 J ' ~ r Q ~ a wel Awl wu. ~ A ! ~ rw.. w wwlt ~ ~ 10~ ~ 1 ,.1 \ 7~ ~ Lee 11499 ~ ~ ° ~ ~ Z
~ werlw lu teen a wr r \ ` 1~ r l ~ ~ a es AIN wee arlr ~ 10~ ~ I ti 1996 ~ •'ti f- Leg rr.2e o 1• L9o te1.37 j 1141 sF ~ ~
ells \ I ` Q L91 67.78 ~
~ 1, ~D'\ 0 (r. ~ \ i / ~ '9A 1110 ~ I 1 1y,~j ~ L92 6243 ° 1 ( 1 L93 21.35 O U Q U
1 R 'I ~ ~ ~ „ ~ w~~ o f ~ q I r~ ~ L94 178.32 = Z I f ~ ~ ~ ° LD5 236.58 ~ ~ 1
D r` ~ R ~ ~ ~ • O ~ ~ r lu ~ \ O~eQ ~ IAS~ "l ~ i / 20' ST RN . LD8 187.31 i / EASE ~ / r I ~ ;•y 1161 'r f N LD7 30.00 Q 01 i
c` rw. ~ ~ c b ~ ~ ~ Lee 45eD ~ nQ,~~' L1E!'~ICATLG ~ I ~ I ao _ I ~1 \ LD9 67.88
! ~0 ~ ~ R/ j • 1174E ° o o i'r_r: LOlai i4a:~:. o ° 1 4 L100 4276 I ~ M~
,lel ~ N^ I rear rwr rrAwr lrll Alw eel lw r wraer wrra we[ rr ~ Awls w to w waw 0 ~ u" L101 140.71 ~ ~I_ II NP(C m.,,i ~ . ~ 1
wear ra K wrwr w1 AIerAAw w w:lwr K wle wl r M 1Ml enJ K arlr lr ~ Iw r ~ eA. r I A slw rw4 Ael /M IewAr K wwler Iwr r K ~ era ~ 'Y L102 26.43 ~ I r.._ I ~ y~ ~ ~ ~ / u o3 eazl ' C
~ K wAllt! ~ wry Iwl w~l ~ IRa 1wesAU ew[ tK cal I K caller w eeet Ir ¦ A 1ww ~ O ~ + • 1J R eael M 111 !rl I K wArl wslat ILL lllr oleal I K ~ w uw A1K ICI r 1 Kr. Ale e? M a{A7• loll K wIN at [ ~Ael III Q \ fr ~ V l ~ L104 134.47 ` I i
~ K allAr la a e>tear la K 11I walar Alel 1 wu K ee>trAwr ll1 Y aA~ Awe /e Q \ O ~ / w~elell ill ally ~ a / ~ / ~ o0 ~ ~ n
~ \ 1 qp f 1ve7 s~ ; EJ i ~ 2 1\ 0
r \ F s~1ml 1111u ~ A FL1t>t \ O /q1 r~ ~ ~ ~
q,,,,..r„ UNE TABLE \ e . r wun UNE TABLE m ~ °EN1m N10 F uNE UrJICM BEARING eexM 101E colslluclEO. R 10P016p I ~ ~ r d R o F ~ ~ ~ '
uNE LDlGTH BEARING wrrAU ax ~ Al1a1D r ea L1 11.39 L43 J225 11 \ ~ I ~ 0 I 1 d
1 GiANNO ~ o~Im01L L2 24,04 L/4 15.6 OON110L \ r w re>~a ~ 25.04 L4~7 1.131 \ I 1NDI r ~ Q
~1~ !Ar L40 30.54 \ . , . L4 111e L47 /J.14 \ ~ nnn
l ~ I • LS 31.27 U8 24.06 \ \ LJ
' " 15 tael , , L4H 2161 \ l.. ~ u x.70 LSD 3130
~ir\ L6 19.30 151 2105 \ 1064 \ IW IF i 0 ~ I
• lx 112J l5Z 30.11 ~ - L10 2111 ts3 3D.94 ' \
Ltt 17.13 ts4 1107 1x7101 11M1 IAiW 4 f•1.T11 L12 11K 1' ' ! - \ ~ Mf68F
L13 16.62 ~ 41.61 i ~ ~ ~ ~ D 4 BF I r I 7917 ^f
onlr tilt v 31.50 l56 J6.bJ N3 L14 l37 1e.6J w uwlw. werw ~ • L15 43.63 LSe 211e \ ~ ' = V ~c+
r re • wro LIE 111E lye 21M a W
~r w L17 20.71 LIO 35.16 L1e 24.56 Lei J1.56 ~ 3 1091 J
r na. wea e>< ~ s l19 29,06 lb2 24.12 \ wwe ewa wrela rrl Anel~ 1,20 237 ~ Q
l53 56.35 v s ewelr ewl ~ ~'a i l14 41.33 ~ ~ ~
lrar ~ 2119 L65 47.M ~ Lee 30.41 1' U11UTY M16TAl1ATWNS AND OTHER PUBLIC ~ I-
e,e, ~ ~ L24 24.12 ID7 36.11 fACIUTIES, INCLUDING SIDEIMALKS AND NANDIGD ~ I ~ 7f4/ ~ ~ DATE - -
r.Ae Inn. wlelr eA~a ~ 2237 lbb 20.» RAMPS ARE TO BE CON9TTMJCTED ON ALL STREETS ulA Rue cal la ua a weo lYE 31,14 7' ~p 17,11 AS SPECIFlED Br CITY CODE THESE FACWTIE8 ~ 5 18 Ol
. L21 29.25 L70 41.54 HAVE 6EEN APPROYFD /Y 1;NE CITY O~RALCKiE . Lee 34.36 Ln 21.13 Nns1'S1'E ANO SMiAII BE SO IISTALLID UNLES6 CNANO \ ALE SC 1'=100'
PLVAMTM Vav L29 24,61 L72 2&0.1 IS AUTHORIZED BY WRITTEN APPROVAL PUBLIC I mm r, i DESIGNED BY
L30 37,E 7 1153 SANITARY SEWER EASEMENTS ARETOBERECORDED tJ1 M 1a73 73 ~ 3 NOTES ~ L74 25.W PRIOR TO FINAL ACCEPTANCE L75311.10 SIGNATURE 1, ASPHALT INSTALLATION IN T
L33 ' /aate 1 L76 40./S 4j/ ALLATION IN TWO APPLICATION& 1 1/2' L 1'. 4. THE PAVEMENT DESIGN FOR MINOR THOROUGHFARES SHALL BE A CGB DRAWN BY MINIMUM OF 8 ABC, 3 BCBC TYPE H AND 2 1/2 OF BCSC
2. USE WHEN STONE/ASPHALT L34 32-11 NM'W5rE 50 L77 20.10 OR EQUAL TO 10 ONE/ASPHALT COMBINED DEPTH IS GREATER THAN TYPE I-1 OR I-2. THE PAVEMENT DESIGN FOR MAJOR THOROUGHFARE CGB 10 AND ARTERIALS SHALL BE A MINIMUM OF 8' ABC, 4 1/2' BCBC TYPE H JOB
LW 16'17 L7e 31.55 FXGINEER .1 3, A BERM WIDTH OF 9.5' IS RI r L36 11 192~ L79 17.44 PUBIICU
7mm ROADWAYS WITHIN 50 FEET [ L37 2az Leo 31.93 DSM L3e 19.w kmwl9lw Lei 46.56 100 FEET OF ANY INTERSECT] TF [IF F 9 50 .5' IS FEET REQUIRED OF F ANY LOCAL INTERSECTION AND ACCESS VITHI SYSTEM AND 2 1/2' OF BCSC TYPE I-1 OR I-2, THESE PAVEMENT DESIGNS Y ANY ON BE INCREASED BY THE ENGINEERING DEPARTMENT BASED ON TRAFFI 9 SHEET
L39 29.711 L62 30.94 TRAFFIC ENGIN ROADWAYS. SEE STREETS, SIl HAND VOLUMES, SUBGRADE SOIL STRENGTHS AND/OR TRUCK VOLUMES. kNY E STREETS, INTERSECTION ON SIDEWALKS AND COLLECTOR DRIVEWAY STREET ACCESS SYSTEM E
L40 lzoo L53 41.64 Am 4,5W C I BOOK (DESIGN CRITERIA). L41 14.511 N3011 L64 4a,µ 1'47.N CONSERVATION ENGINE CRITERIA), OF
GRAVEL RIP RAP SED BAQIN L42 .531 k3WoW5"'*'l Les &531 N24-&3rW lm 5&001 W5'40'4-rFl

STORM DRAINAGE CALCULATIONS ~LATIONS NOTES
LANDOVER SUBDIVISION iION 1. ASPHALT INSTALLATION IN TWD APPLICATIDNSi 1 1/2' & 1'. 4-25-01 CGB
CALL 2. USE WHEN STONE/ASPHALT COMBINED DEPTH IS GREATER THAN
FROM INVERT INVERT SLOPE TOTAL TAL Q Q PIPE PIPE aR EOUAL rD lo' ~->~-o> cGB
TO LG UPSTREAM DNSTREAM FTI AREA AREA C EA C I STRUC TOTAL DIA DIA 3, A BERM WIDTH OF 9.5' IS REQUIRED DN LOCAL ACCESS SYSTEM
ROADWAYS WITHIN 50 FEET OF ANY INTERSECTION AND WITHIN 7-31-O1 CGB 100 FEET DF ANY INTERSECTION ON COLLECTOR STREET SYSTEM
CB #7 TO CB #6 33 201,65 201.48 0,0052 0.7 0.7 0.5 .7 0.5 7.2 2.52 2.52 11.92 15 l ROADWAYS, SEE STREETS, SIDEWALKS AND DRIVEWAY ACCESS HAND
• ~ CB #6 TO CB #5 31 201.48 201.25 0.0074 0.5 1.2 0.5 .2 0.5 7,2 1.80 4.32 13.63 15 BOOK (DESIGN CRITERIA), 12-2o-oi CGB
CB#5 TO CB #4 76 201.25 200.86 0,0051 0.3 1.5 0.5 CB #4 TO CB #3 104 200.86 200.32 0.0052 0.7 2.2 0.5 69 .5 0.5 7.2 1.08 5,40 15.88 18 ~ 4, THE PAVEMENT DESIGN FDR MINOR THOROUGHFARES SHALL BE A
CB #3 TO CB #2 32 200.32 200.15 0.0053 0.6 2.8 0.5 .2 0.5 7.2 2.52 7,92 18.29 18 MINIMUM OF 8' ABC, 3' BCBC TYPE H AND 2 1/2' OF BCSC ,r TYPE I 1 OR I-2. THE PAVEMENT DESIGN FOR MAJOR THOROUGHFARES .8 0.5 7.2 2.16 10.08 19.94 24 ~ j AND ARTERIALS SHALL BE A MINIMUM OF 8' ABC, 4 1/2' BCBC TYPE H
CB #2 TO CB #1 33 200.15 200,01 0.0042 0.7 3.5 0.5 .5 0.5 7.2 2.52 12.60 22.61 24 a%;;~ AND 2 1/2' OF BCSC TYPE I-1 DR I-2. THESE PAVEMENT DESIGNS MAY
CB #1 TO CB #8 38 200.01 199.77 0.0063 0.7 4,2 0.5 \ BE INCREASED BY THE ENGINEERING DEPARTMENT BASED ON TRAFFIC ,2 0.5 7.2 2.52 15.12 22.47 24 VOLUMES, SUBGRADE SOIL TR
82 CB #8 TO CB #26 80 199,77 199.37 0. 0050 0.2 4,4 0.5 ,1 STA: 33+70.93 FES #10 TO CB #26 26 199.75 .4 0.5 7.2 0.72 15.84 23.89 24 ~ S ENGTHS AND/OR TRUCK VOLUMES,
OFFSET: 36.03 L STA: 34+01.18 199.37 0.0146 18.0 22,4 0.5 ' ~ ~ ..4 0.5 7.2 64.80 80.64 35.97 42 ~ ,F
1 , OFFSET: 47.89 L % CB #26 TO CB #27 43 199.37 198.80 0.0133 0.7 23.1 0.5 f.1 ~ ~s~~ ~u c5 0.5 7.2 2.52 83.16 37.06 42 ~ A SEE DRIVEWAY DETAIL ~
20` DRAINAGE ;i` CB #21 TO FES #12 26 198.80 198.42 0.0146 0.7 23.8 0.5 EASEMENT Ji r% f.8 0.5 7.2 2.52 85.68 36.79 42 ^ ~ ~ / AA WITH SIDEWALK ~
i ~ CB #10 TO CB #11 26 193.00 192.84 0.0062 19,0 19.0 0.5 % ' f' x~ STD. N0, 20.01 f ~
1 ~ STA: ~3+47.42 ~ ` j` % i.0 0.5 7.2 68.40 68.40 39.77 42 / , ~ v U~ i.8 0.5 7.2 2.88 71.28 41,99 42 ~ ~ ~ ~ \
\ OFFSET: 115.67 L 25'0 ' ,~r~~~ R25,0 ; CB #11 TO FES #11 32 192.84 192,68 0.0050 0.8 19.8 0.5 1 a ~ ~
1. P FES #3 TO FES #4 80 191.25 190. ~ f,,,~-- % 50 0.0094 21.4 21.4 0.5 ,1_if 1.4 0.5 7.2 77.04 77.04 38.43 42 ` \
t ' ~ ; , '
STA: 32+72,10 , 9r , ? ~ ,
OFFSET: 16.53 L w o ~ • 8 _ I , R ~J \ `
% ! - - f STA: 35+44.17' j'/ o W /C R/W
7 OFFSET. 0.00 , ~ f DISSIPATOR PAD #3 ~ Gi
20' DRAINAGE STA: 31+70.06 I % EASEMENT OFFSET: 17.;~~ L,~i ~ f Q ~ , L= 25 ~ c c ~ _ \ W- 12 \ ,y~ ,y R/W
,1 STA: 33+76.89 % c ~ y / ~ R/W THICKNESS L5
STA; 7.22 ~ ' ~ % i OFFSE 9,0`~1~, ~ ~ ~ ~ w 6 / % ; •~16 ~ 0 0 d = a ~
, ~ / ; x ~ % ~ R Z~ 0 ~ ~ ~ r 20 D AID ~ i 50 \ c',f B 20 DRAINAGE ~ • 3, ~ O C i ~ \ Mq 5 2,5 3,5 5 ~,P
~ 1 0 I ASEMENT / k ~ ES 3 ~ A STA. 42+50.77 /4' T. ' FT. ~ 2`t ? SLOPE - C ~ D 1/ 1/4 /F .
t ~ r , ` ~ 1 l I P i ~ ~ ~ ; 1/4 /FT. 0 1/4 / T, c'q ~ INV.=1 .25 TRA 4.~ o , ; ~P
/ ~ p STA: ' \ r ~ I 4 ~ ' ' SIDEWALK STA: 40 9.59 3 STA: 41+78.53 ~
I , ~ ~ % ~ , I ~ OFFSE ~ yy.,~~ S f ! r% .tiN r f I OFFSET: 15 50 L ~ SEEN E 2 F ~ ~p • ~ ~ SECTION C-C D BITUMINOUS CONCR T N
I' STA: 31+15,3 1 ~ % ~ I i 5 0 EE i 00
OFFSET: 46.41 L c M 3 % ' /f I TRI TRA ~ RESIDENTIAL STREETS E AGGREGAT P / 0 E BASE COURSE N ~ _ A E
R25.0 ' ~ STA: 38+1220 ~ 20 DRAINAGE ~ ~ ~ _ , ~ % / 41+00.97 60 41 20,5 18,0' 2 1/2 I 8 8 ABC 9,5 Q COMPACTED SUB GRADE
0 1~ 3Jx ~ % l~~z I ~TA: 40+09.28 EASEMENT ~ I a, 14` 1 8,g .r., ,z„ ~TA: 40+09.28 18,0 15,5 I 2 8 ABC 9.5
_ _ _ ~ ~ ti STA: 30+90.65 1~ ~ I ,~,¢.;,t.~ ' r/ TRAP 50 31 15.5 13,0 2 1/2 I 2 6 ABC 9,5 0 ~ NEUSE RIVER 45' 26' 13.0' 10, '
'''.V ~ ~fy ,tit % '••..~+a:.~I=..r.~.X.~,r,l:-- ::.s:m~.zr.:rzxvx: OFFSET. 18.00 L ,,~t.y , r~ 1, ; 20' DRAIN`A~ BUFFER 5 2 1/2 I-2 6 ABC 9,5 ~
~h ~ MH ~t` ~ % ~i % ~ ~ - + ~ A ~ E SEMENT
, TRAP 1 ~ ~ ~ P # r,`v; 3 ~ OFFSET: 7.51 R H f FES #4 a 9 , o h~ V.=190.50 D ~ r .
TRAP 1A o
y ,1 _ .t HIGH POINT ELEV = 209.81 - `~I~' ~ ~ R25.Q' 1~' NO SCALE 0 r RAP 6 ~ ~
20' DRAINAGE r HIGH POINT STA = 32+18.22 ' i ~ R25. # DISSIPATOR PAD 4 & 10 25.0 I _
S~1~4.41 I ;,~a. , i , 0 2 F,~~, #11 OF~SET: - PVI STA = 32+25 ~ ~ STA: 40+06,95 192.6$ L- 25
. .6 INV.=198,42 ' ~ ~ ' r ~ ~ ~ OFFSET: 22,24 R i PVI ELEV = 211.00 r ,i 40+06.95 1 W= 12 :T: 22.24 R ,~i , ~ -
FES '~0 0 ,TA: 30+ .85 _ 4 t - £ r 2 N A.D. - -4.77 \ THICKNESS- 1.5
F .~.oR - 14 PVI STA - 35+00 INV.=199:75 ~ EASEM NT = K 41.95 = 15 • t d = HIGH POINT EL V =
PVI ELEV 204.00 TRAP 12 50 E 206.16 ;~j.,, 15 NEUSE RIVER HIGH POINT STA = 44+15.03 : ~t
I ~ I A.D. = 2.18 200.00 VC 1 ~ r BUFFER PVI STA = 44+00 . e ;v. ~ .
K = 91.67 PVI STA = 37+75
I 37+75 o p LOW POINT ELEV = 197.35 PVI ELEV = 208.00 y;
PVI ELEV = 203,00 00 200.00 VC N ~ N ~ 203.00 LOW POINT STA - 40+58.68 A.D. - -7.53
A.D. _ -2.10 + oo + ~ ).10 PVI STA = 41+00 K = 26.55 euNN~, ~7 PVI ELEV = 195.00 I I
M o ~ O K=47.67
o , 00.0 V A.D. = 6.79 200.00 VC
U U W O V K = 4.15 ~
m m W W O ~ _ o .
U U N
210 ~ 0] ~ ~ I~ N r ~ ~ N r ~ o 0
+ U U f/1 W M N + ~ ~ ~ 210 U M N N O - ~
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1 5 ~ _ to _ z ~ z z ~ z ~ F- O ~ O - _Q C
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f~0 N~ NN OOr 00~ tON IAN pp NN ~u~ I~ M N cn ~ ? z_
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N N N N N N N N ~ N N ~ ~ ~ N N N N N N
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d
0
DATE
4-25-01
crei c
" 1'=50°
DESIGNED BY
CGB
30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 DRAWN BY
38+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 CGB
JOB
SHEET
30CFE3T I

X 1 .1 x 18L6
x 181b o a pn e I REVISIDNS BY 6~ CURVE TABLE CURVE TABLE
1. ALL CON UCTION TO BE IN ACCORDANCE WITH THE CURRENT CITY ~ 191,sx ,y,. 1 I CURVE LENGTH RADIUS ANGELA CHORD CH. BEARING CURVE LENGTH RADIUS ANGELA CHORD CH. BEARING - - d I "'$~~NA711MLA47•II 5 16 O1 CGH o~ I jai , cl 9135 502.50 49.et 9122 Ce6 43.30 5aoo 2x11 41.9e '
PHASE 1 TOTAL ACREAGE 58.61 AC. OF R GH ARDS AND SPECIFICAl10NS. N C2 9242 497.50 48.34 9229 C87 31.05 50.00 19.04 30.55 ' C3 2265 497.SO 11.32 2284 cee 455e Saab 24.51 44.0.2 6-12-01 CGH
TOTAL NUMBER OF LOTS AND RANGE 2D LOTS (1-8, 78-91) I C4 69.7e 491.50 34.95 60.72 C89 39.89 50.00 19.33 3405 '
TOTAL LF OF STREET 1830 LF (INCLUDES CONNECTION TO EX ROAD) FUTURE TOWNHOUSE TRACT g, C, 2. TH E A 191 FT. FL00 NON PROJECT PER FEMA. TOTAL LF OF SEWER 804 LF y , ~ ~ C5 14535 35547 73.70 144.34 C90 37.57 50.00 19.72 36.89 ' "I C6 84.65 355.47 32.41 64.59 C91 4548 50.00 24.45 43.93 7-11-01 CGH '.1 '
TD Ex. MAIN PI NUM ER 746.01-06-8209 3. TOP TAKEN FROM WAKE COUNTY TOPOGRAPHIC MAPS AND FIELD VERIFlED. TOTAL Lf OF WATER 3538 LF (INCLUDES CONNECTION ) N B p~~~ '~'~1 iA1~lf C7 50.92 35547 25.50 5467 C92 7.e7 3500 195 7.8e - _ i CB 29,79 35547 14.90 29.79 C93 21.10 3500 10.88 20.78 7 31 Ol CGH
PHASE 2 FEMA FLOOD MAP NUMBER 3718300360E 4, SAN. SEWER TO BE PVC, ALL WATER LINE TO BE DUCTILE IRON, TOTAL NUMBER OF LOTS AND RANGE 11 LOTS (7-14, 75-77) PI MI174 i-~ 18-0170 I ~ 1~ ..1 II1~ CD 1128e 30a47 8230 11201 C94 739.e6 50.00 4593 e7.65 ' I; ~ ~ ~ 6yCM/~l CIO 18.E 300.47 429 18.57 C95 34585 151.25 33201 27528 3 _ Z ~ ~G
TOTAL LF OF STREET 378 LF TI GREENWAY EASEMENT BM 200 -1034 20.39 AC. ~¶-ANDS OR FLOOD 501LS ASSOCIATED WITH THIS PHASE ARE AS SHOWN. x18L4 1,4 ' ~I C11 74.64 300.47 37.51 74.45 CAB 78.89 151.25 39.28 78.03 l,J'C ~~Pw~1
TOTAL LF OF SEWER 358 LF CONSERVA ON ( ) TOTAL LF OF WATER 387 LF - 8. THE NEUSE RIVER BUFFER IS SHOWN ON DRAWING. ~ f, CI2 31.94 300.47 15.84 31.63 C97 1e6.67 151.25 9293 15d3e I'~ • C13 229.16 236.26 12288 211.60 C9a 83.E 151.25 3211 bzel
PHASE J ZONING R-4 CONSE VAT10N MANAGEMENT SHOD 1 7. 250' SIGHT T~FANGLES ARE FOfjt SECTION OF LANDOVE~.DRI~IE WITH 25 MPH C14 44.20 156.2e 121e 44.15 C99 39.05 151.25 I9.e3 3494 '
TOTAL NUMBER OF LOTS AND RANGE 5 LOTS (15-18, 32, 73-74) SPEED LIMIT. ~ I~ I'':'~'. C15 5471 256.16 29.48 5456 ' C100 17.57 3500 497 17.39 X '..'.1 Ci9 5557 25416 17.69 5546 C101 28.92 90.00 14.87 2d 1
TarAL LF OF STREET 352 lF PROPOSED N0. LOT'S 109 SINGLE FAMILY, 1 OPEN SPACE LOT, TOTAL LF OF SEWER 338 LF 1 TOWNHOUSE LOT 8. 20'~GREENWAY ACCESS EASEMENT TO BE PROVIDED ADJACENT TO LOT 88 18L5 r. 5 ~ C17 7ac9 25d2e 3557 7a4e cla2 e1.7e SaoD 53.35 7297 X 1BL4 , , , ,1 C18 21492 204.51 111.00 20417 C103 21.85 50.00 11.10 11.88 rl
TOTAL LF OF WRIER 361 ~ FROM L~~VER TRAIL TO CONSERVATION GREENWAY EASEMENT AS SHOWN. TOTAL DENSITY (CLUSTER) (226/56.61 igE54 DUA I', : ,'1 C19 135.35 204,51 70,26 131.90 0104 49.80 5Q00 27.09 47.59
PHASE 4 TOTAL NUMBER OF LOTS AND RANGE 15 LOTS (17-31) 109 (SINGLE FAMILY) ~1~Y. ',I c2o d117 204.51 4217 x259 0105 5a3e Saco 17,55 4d2e c11 114.oe 10500 5d5e 112e1 clad 9.00 Saoo 4.51 d9e • '
TOTAL LF OF STREET 587 LF I•, C22 34.32 20500 17.20 34.18 C108 241.50 50.00 44.44 88.43 ~ ~ X 18L5 I'~' I C23 79.75 20500 40.39 79.25 ' C109 Zd41 2500 14.59 252D ~ ~
TOTAL LF OF SEWER 1314 LF (INCLUDES CONNECTION TO EX. MH) 117 (TOWNHOUSE) N TE : THE IMP OVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE TOTAL LF aF wATER 4D5 ~ 226 TOTAL' 0 SE R X 1 • ; C24 97.82 25500 49.52 97.22 CI10 47.80 19575 24.02 47.88 C11 C1
( f WITH THE FOLLOWING PLANS, AND THE STANDARD SPECIFICATIONS OF THE x1e>r4 PHASE 5 CITY OF RALEIGH. THE ENGINEER WHOSE SEAL AND SIGNATURE ~.+v 18L4 1.'. ~ C25 13.44 25500 472 13.44 CI11 58.43 19575 19.43 5421
TOTAL NUMBER OF LOTS AND RANGE 18 LOTS (37-49, 84-68) L.F. OF PROPOSED STREETS 5893.11 FT. APPEAR BELOW CERTIFIES THAT THE STANDARD SPECIFCATIONS OF THE TOTAL LF OF STREET 675 LF CITY OF RALEIGH HA EEN THOROUGHLY CHECKED AND ARE x 1e>.5 X 181,5 /~J ~,•I C26 84.39 255.00 42.58 64.00 0112 59.35 19575 19.90 5A.12 4' I C27 2480 3500 13.98 2591 CI1J 51.93 19575 2412 51.78
TOTAL LF OF SEWER 671 LF AREA IN PROPGSED R/W 6.35 AC. APPLICABLE TO THIS TICULAR PROJECT. NO EXCEPTIONS p[N~p[lll~lJ''Ol: ~'".'1 C2e 27.28 50.00 13.99 26.94 C114 50.73 19575 ZSSt 50.59 DB PG 1078- C29 3429 50.00 10.14 37.38 Ci15 91.24 199.23 60.99 30.8
TOTAL LF OF WATER 697 LF x 18L5 TAKEN TO THE CITY OF RALEIGH STANDARDS. C30 3582 50.00 1472 3508 C116 3x83 199.25 39.78 19. '
PHASE B t4 LOT'S 50-83 MIN. LOT SIZE 4356 SF x19L~ TOTAL NUMBER OF LOTS AND RANGE ( ) C31 3248 50.00 19.84 31.91 C117 199.88 199.25 249.11 161.1 '::.1 C32 37.17 50.00 19.55 3441 0118 300.15 287.50 19544 189.79 '
TOTAL LF OF STREET 368 ~ AVE, LOT SIZE 10505 SF I; ;I C33 51.e6 50.00 18.41 4x40 0119 9a4e 287.50 4482 90.10
TOTAL LF OF SEWER ~ ~ tOTAL LF OF WATER ~ ~ MIN. LOT WIDTH IN R-8 50' C. GREGORY BAGLFxY ~ C34 1e.a7 50.00 452 1479 0110 100.78 287.50 109.80 105.15 / ' C35 31.21 35.00 16.73 Ja1e C111 355.29 T37.50 120.33 J2105
PHASE 7 18L5 ~ pNNll9)t C38 139.98 SaoD 49.11 e7.79 0122 12298 237.50 e290 111.91 X ~ C31 59.82 35500 2A.99 59.75 C123 98.52 137.50 4493 9585
TOTAL NUMBER OF LOTS ANb RANGE 10 LOTS (33-38, 67-72) MIN. LOT DEPTH IN R-6 80' 18L4 ~ ~ ~ ~ ~ Cie 7265 355.OD 38.45 7252 CI14 7811 237.50 39.41 77,76
TOTAL LF OF STREET 485 ~ ~--J TOTAL LF OF SEWER 472 LF DISTURBED AREA 6.72 Ac. J.'::.': C39 71.14 35500 3589 71.01 CI25 57.65 137.SD 2d97 57.51 ~BIOAIpU1lA4 ;,;7 Coo 11536 3550D 63.34 114.71 0128 13293 2e250 87.72 131.70 '
TOTAL LF OF WATER 502 ~ , 6A~R C41 12270 35500 61.97 12209 CI17 131,91 135.24 T1.74 128.74 • ~ 1 ELEVATION c42 12.n 3550.0 11.09 1217 ct2e 13426 2az5o 6491 134.0.3 ' ' '
PHASE 6 SETBACKS o • TOTAL NUMBER OF LOTS AND RANGE 14 LOTS (96-109) FRONT 20~ ..1 ~ C43 473.84 35500 279.74 439,44 0129 50.80 17524 2558 50.93 ~ L~ 20 C44 7460 405,00 39.42 7d4e C130 53,39 17524 26.90 53.19
1o1e LF a F TOTAL LF OF STREET P W~ 10 L• PROPOSED OREENWA n9cNNESS. 1.5 1BZ9 c45 e575 405.0.0 41D3 e55e c131 59.91 n524 z8.7> 59.9e
TOTAL LF OF SEWER 970 ~ SIDE 15' (AGGREGATE) x 181.3 MN i1 TOTAL LF OF WATER 991 LF MA¦ it 5 d~• 8' C49 194.35 40500 8332 183.22 C132 13.55 17524 9.78 1155 8' y/'~ ,~J C47 60.44 40500 40.35 80,31 C133 136.73 17524 140.40 210.14
' ~ 8' PHASE 9 REAR ~9L5 C48 89.25 394.00 44.82 89,08 CI34 31.54 50.00 1431 31.02
TOTAL NUMBER OF LOTS AND RANGE 4 LOTS (92-95) ~ TOTAL LF OF STREET 414 LF SIDE CORNER 20' ~ ' C49 58.39 379.43 Ze.25 56.34 CI35 41.65 50.00 2212 40.46 ~ C50 116.09 40500 116.08 22117 C138 31.43 50.00 16.25 30.92 h
TOTAL LF OF SEWER 268 LF A ~ 8~' C51 12235 307.50 e1.9D 111.54 Ci37 2458 50.00 14.89 28.19 8F
TOTAL LF OF WATER 402 LF ~ ~ OWNER/DEVELOPER ENGINEER o /.•.,.,,~r C52 7279 307.50 36.57 7291 C13e 44,86 5Q00 1213 40.47 ' g ~ C53 44.95 307.50 22.51 M,91 C139 61.1e 50.00 3506 57.43 ?~?yy
~1 1~ ~ C54 140.0e 307.50 11453 134.03 ' C141 6420 41201 44,16 BdD4 Fi 7. 1 41 427.01 44.78 89.08 ' ~ ~ CS5 7505 35250 3 87 74,9 Ct e9.24 0
SANDERS DEVELOPMENT C.G. BAGLEY, PA ~ PO BOX 37759 PO BOX 759 leas ~ 80 80 C56 48.40 35250 24.24 4437 C142 9465 472.01 40.50 9d47
RALEIGH, N.C. 27827 FUWAY VARINA, N.C. 27606 8846. Ph, [phone] Ph. [phone] x 8848. / C57 51,71 35250 1590 51.67 • ' CI43 1535 3213e 7.68 1535 ~ ~ c5e 5zD9 35250 2e,e1 57.03 0144 759e 32138 3dn 7581
SEE DRIVEVAT DETAIL Fax [phone] g 171 ~ ~ 10744 8F C59 3518 35250 17,81 3517 C145 8548 3213e 42.98 8511 '
VITH SIDEVALK STA NCB 80A1 ri C60 287.45 3525D 140.53 291.08 C14e 11154 32138 57.36 11299 l' ~ C81 4&10 2D7.50 24.19 47.99 C147 119.57 32136 80.47 11d89 ~ ~ b ~ h
11273.8 7 1137b ~ 11~ ~ '3 a i C82 89.37 15250 33.38 86.18 C149 4D9,91 32138 237.86 383.01 ~ 14 dYI61A0L 1 AP C83 2d69 4197 14.88 1415 Ci49 470.41 37138 27222 439.93
~--J a 8712 ~ tl~ ¢ C84 59.19 50.37 33.53 5582 C150 410,91 37139 23599 39491 0
~tlt~ °9007 7~ ~ II ~ ~ 1 6r301~AT C85 40.70 50.37 11.54 39.61 CI51 49.53 37138 24.80 49.49 ' OIS9P' PAD ~5 CBB 4184 50.37 1142 4247 C152 1452 250D 18.04 28.99
7010 ~ ~ L' C67 44.90 50.37 24.07 4143 Ct53 2d86 2500 16.28 27.18
11184. ~ ? 8857.3 16~ ~ 14111 ~ ~ ~ v C68 5166 50.37 29.71 51.18 0154 4104 2500 29.08 37.92 ~ d 1'S t C69 2dD7 3500 1539 2415 C155 31.62 2500 1d32 29.58 711 ~ r ~ ~ ® C70 24229 50.37 4565 67.95 C156 40.88 250D 18,48 38.34 ~N114p,y
1861 ~ ~ C71 197,80 225.00 10580 191.49 CI57 3d20 2500 2195 34.59 '
CONSERVATi ~ OREENWAY ~ ENT s 1010 eF ~ ~ a C72 47.24 22500 13.71 47.15 C15B 3549 405.00 17.74 3545 '
aiv x010 ~ ZO 'JV9RE8 C73 6231 2250D J1.38 6211 C159 34.80 2500 20.88 3205 ~ ~ C74 88.25 22500 44.70 e7.69 ' CI80 3430 2500 24.05 34.99 ~ 31 ® 101Di
OPEN BPAt~E QUOTIENT ¦ .18 M 11058.31 C 80.563 ~ ~ 8639.692 y C75 15171 1750D e2.2t 14482 C1e1 34.08 1500 2a2e 31.50 = ' ~ ~ X92 ^I 3 C78 131.14 17401 88.71 128.20 0182 39.27 2500 25.00 3536 ~ ; _
~--J d 5.4 ~ C77 35.51 17508 17.82 3546 C163 40.89 2500 18,48 38.34 . ~ 120.229? t'•
R/V R/V ® x~ ~ 7300 ~ ~ C78 133.91 237.50 bd79 13114 C184 31.23 2500 1402 29.24 ' ~ ~ _ p 421 ~ : { ~ ~ c79 9e.37 137.50 4dae 95r Cte5 2228 25~ tt94 1155 1
1 a7~ a~ C80 37.54 T37.50 1dB1 37.50 C188 495 2500 4.52 8.91 C. 71ffi 1F 3 C9t 15479 28250 Ba47 154.79 C189 5108 19575 2470 5292
~ ea' ar r ~ C82 6560 20.2.50 3295 6546 CI7D 41214 19575 364.78 344.96 uo~~~
/4' FT ~ U4' fT, 1M'//r. ~ 1 tLOPE 1/4'/rr~ C L ~ 1/~' a ~ Z~ /FT, ~ ~ ~ 19 Ge3 6508 26250 3268 64.93 C64 2411 20.250 1107 2410 '
. ~J r r 11>EVALII ~ 10979. • 100 ~ 100 ~ ~ Ge5 2497 3500 153e Zd15 /
6742.9 ata: rare SECTION C-C ®IITN°O° wc~rE 1A1 EIFVA ~ 70N ~ ~ / L•
® Ar,~wre ~ Ap /1 w• / 8F 1•
25 m mrr~rw uu r~ Y. w., 12 11M 8F w`;; 11190 BF 11~18F
RESIDENTIAL STREET'S N 7035 ' a E 8862.8189 R/V A H C D E G 7035 ~ ~ 10877,3~J ~ • ~ ~ 8862.8189 9117.4173 - i~ ~Qr
60' 41' 20,5' 18,0' 2 1/2' 1-2 6' ABC 9.5' ~J 53.270 ' i I.
55' 36' 16,0' 1S3' 2 1/2' I-2 6' AHC 9.5' / 50' 31' SS5' la0' P 1/2' 1-P 6' ABC 9,5' 4= o s o ~ c.
49' Z6' 13,0' 10.5' 2 U2' I-2 6' AHC 9.5' 1 x 183E / I /-J D CJ
/ / ~F 1 I x l~ ATOR PAD ~3 ~ ~t g1Ry~ TABLE ~ 0
I te>.s ~1~ ~ 1 8f ~ QIttVE LE]1C1H RADW9 C~ BEARY4G 610RD TAN ~ ESS¦ 1 C171 J74~IJ 230.00 334,57 24175 ~
1 ~J ~ ~ ~ ~ a e' ~ c171 507.21 3eaoo 470.39 199.44 ~ I
ppNSFAy aela r~ ~ ~ 114018E 0173 17161 200.00 170,11 94.05 ~ 11408E l'. 0174 434,00 17175 310.05 521.06 v o ~
OREBrMIAY 70~ ~ i ~ c17s 4n74 34430 437.29 100.06 ~ o eF 0.76 9141 447.01 93,15 40.0.0 r ~ ~
/ ~ ~ C177 113.41 274.11 122,J6 62.77 . u G Cl ~
/ ~ / / ~ / 1~'a ~ 0176 291,64 162,50 276,87 182.93 Q 0 1, ~ 0179 20.21 200.00 29,19 14.63 u
~ , 1746 ~ ~ ~sn ~ / ~J ~J 0101! 1' cleo 15553 281.51 1515e 7a8D d w w 0~~ , clel 110.0.0 154,06 194,3G 114.x4 0 o
~ / ~ 1114 ~ ' p&gpA...~ ~p C161 5126 344.86 5121 28.66 ~ ~ t
~P ~ ~ x iB1~4 11~ ~ L¦ 14 ~ C18J 13464 330,00 230,85 12121 ~ ~ rn tw 12 ~ ' C164 17.02 300.00 17.01 d51 ~ - m
\ i err ~ ~ i~ 0165 57.37 166,82 57.09 28.97 0 CL a J
i' 'C~ / a- 8F ~ ~ ~ ~ dbo' a' clee 134,11 317,97 13an 0400 ~ '001 ~ ® ~ 1114 8F
G ~ +o er n/rar ~ rt / \ / ar rw i~ ~ ' ~ UNE TABLE 0 p ~ ~ ~ IJNE LENGTH BEARING r
/ ~ rar rwrs aaw I ~ ~ / J ~ ~ emr ~ ova ~ A a (R~ ' u V
~ / r arm a ~ ~ ~ Q a ~ gal rau arr ~ / ,rmrsr m wawa ~r 79118E L87 16294 _ ' Lee 11499 ~ p ~ o ~ Z
/ ~ / a ua aow oswuoa ru rwow ra uer rr ~S ~ / avu ~ / \ oaa ~ onarrt F \ '106918F 8R Lea n.2e o LBO 161.37 ~ n
p / / snlr \ ' 1 ~4! ~ ~ L91 67.78 ' L92 9143 ~ •
/ Q' ~ 1° a ~O Q- \ ~ 1100 ~ ~ O ~ p L93 21.35 ~ U ~ O
/ / ~ ~ rM / ~ / ~ rt ~aia~rw w/ L94 13432 ' =Z ~ 8F S L95 25456 ~ ~
~ / -l / ra „1 ~ ~ ~ ~ L96 187.J1 ' ~ ~ ~ Q r
/ G~ / arr w rau?a / / roro '9e 19118E L97 30.0.0 i ~1 L98 45eD ~ ~ o a
/ 'r~ o / N / ~ / ~ ~ 1472 ~ ° \ 4 L99 a7.ee ~ o L100 4238 a
/ ~ / r!m wraw mar ~ ~ ~ a arrru. inelw mar no rwraR,ar m m arwa 11slOIIAR1r,A1~1 ~l DEM011 o q / / rrror nrl we mart xw paauam m aa•+w 1K ~ oanr a M rar. rna nr oar nr ¦ irrra r ar war awrrr w ~ ~ ~ L101 140.71
~ osrrwo crow ao rr waua M mrrrrr art a wr wra coat Q / / r. art ~ - wloo a, rt. / oalwam m ~ ~ arx wt rrraue ral ewes rrol eoir a rata rr:rmoaar oror m ooml a nc wa m era rt r a Irrar L102 26.43 ~ ffi068F LiW 60.11 X Q
/ v u rt m wt Iw rat v at serarr. 11a1@11' nl M [MOOR w 1K OMOrt m idle' Nei[ dal f, u ~o Doom, x uoo m rt - rm4 ai rr /I/ ~ I rMO. rrr ! rr mnm art wr suM larr r R'U® rOwrr, O \ L104 134.47 ~CONSIR~1C1I011 821,3 Q ~ ~
/ / taro[ M errrrort Mo ML a111m rrr rat w[ 1101r rot Nra oorrre nor M rIY1 ueoram NOr a Ynr our ~ tx 0~ IUr trt. amaaM walar arN . 1N r rt S/~ / / aaetarorol wa oK a rMr url a rr. ~aM naoalr ra rt. Q w 0 l - 1 A S ~ L1o5 104.D3 Q C ~ L109 0.240 Q qA ~r >o~ 8F
~ / D a D D t~ A D D e a rar a r roomea wml rut w ur nlor wrr tarn. / DD 4 M3i 8F x F DR 0 2 r VER p
wrcrma nau nw r, varrn TlIpORM1t OA1111 ilA 01~IIOiI e m ~ rrrr ru F e / ~AND~ F / ,ho18F 11148E ~ , Blob
`w" ~ r LINE TABLE LINE TABLE r ~ ~ - ~ ~ ~ / ~ ~ A~ ro ff ~ ~ m a LtNE LENCiH BEARWC t~AY 10 Be OONlIIBICTFA R >IOVOI BF 111041E t ~ x M
r a LNE LENGTH BEAR94G a u K anwm w rtr w rt - 1711 m rt. NSrALL 7L7 PENCE AAOUrD L43 32.25 1 L1 11.36 L44 45.18 a rnr urr ~ rr, m Ru m. nman4 waoar art . wr r rt . o
r MK titer L2 24.94 L45 43.37 a rw[ arrt r rt. wra wwllae u rx wec ra ~ ~
. W 2504 ~ 4' l48 30.54 a rwr m r ~aoarorta nl rrra n rar ram wMC rum: L4 13.88 .4 L41 4184 • ~ ~ ~ D
r a ~ . l5 J1.27 t SAS ~ 11~~ IIAMI ~ OIEIIOW } ; L48 24.88 • L8 13.81 u ea nwur wu a>4 colt arras ,rra a
L48 28.80 ter try L7 31.70 L50 35.30 t. uel ®w . tot ox rt / ararow rar art Doer . tra w rt / atatm cos A
LB 19.30 E L51 28,05 a ul rc attt®t um u rt. - rna a? rt. s ~n LA 18.23 1 a an w atrrm t +ar to rt . wr at rG L52 30.91 '41' a rwc usl ~ rc Ora nrr art, among wereots tsrl . w a1 rt a ol[ era a rt m m n, nmpnM wrote art • m r rt 14411E 10102 0
L10 28.11 1 L53 J0.94 a awe art r rt. IoM wrvae a rt. a[ rx Ln n.13 7 ' ~w ' one urr a ~ IoM carte a n. rw O
gcrtur rrwu wemr a r•aror L12 18.99 ~ 5' L54 12.07 7 a me m r ~omrwa rnll otrx an oar rar wa atrlx a awe etl ¦ aaooowa aal rra w nr rrol wwe aumr. ~ 1F
Li 3 1582 Lase 3Qai TEIfORARY OA8i1 ~1 DO'lMON 10lOMRY MMl A 01,IIOPI owr r'+r v L14 31.59 L57 19.83 ' 1' r,K i10r m u tae taus rwt, ~ ~ 8Q4 8F
m crr~irlr a troerrm m a tuwr r ne L16 4183 l58 28.18 y o' '''"'t °°r . rx / Caro °°r r, rat Doer . m u rc / som o '~b\ ~ 7807 ~
nr a s e two L18 13,48 L59 2x84 7 a an w amlo x tam a. rx . as a? rt. a rr k atom w rar of rt.. ra u rt ~ ° a ~J
n®r a L17 20.71 '1~ ~ L60 35.19 a wK wart ~ rs tm~ naa art, nmoNq wrrae oral - n r rt a rNt uerl 4 R o w wR. nmoNM wrote rrl • 1M r rt ~ L18 24,59 ' 1 L81 31.58 7 r na ,tore a a are art u rt IoM wwrvae 1 rt m rt 4 art wl ~t rt. IOM wwas M rt, wet In
nw L19 29.08 9 L82 24.82 a awe a r ramaNa wnr aRa w ral nw awe attn. ? awe of r raaoNra was aRra na rar lwar we oaten. \ ,tort tort aaaK as atwtm L20 2.37 '4 ' ~4 ~ ~ ~l ee~ r~ a
38.72 L83 55.35 ~ ~ v w wear rm ~ '45 L84 41.33 r.r tae aorta ArA ~r L22 38.08 4 tr 0
L2J 23.89 '14" L85 47.94 r. art ooa . are at rt / Anton rat r. ua our - m aL n / awtm tae r trl L24 24.82 '02'r L88 38.41 N a to w oaaam t +rt a~ rt.. wt< m rt. aura otnwm r att m rt . ~ m rt
tnr a L87 38.91 ~ ~ ~1 ~ DATE
ramie u~a a oar macro- L2b 22.J7 L88 28.79 a awe oral ~ rt m nor lrr. nmonM atlas usl . r t0 rt a tee rrl ~ rt m w wa. nmtna wrrae urr • as t9 rt orw reel ra ne uw r seo L28 37,14 L89 11.11 ~ rue art n rt Iota wawa t rt rt w ~ me ra o rr, IoM wrrae a rt rs rx 5-18-O1
l27 29.25 as ur near a are al w rtoerrla nr am s rar nor ewe oaPRx L70 41.54 a the m a ~mooara em arAa ate aum. ~~9L"~o L28 34.36 c"•,, SCALE 1'=100'
1PFATNEUSE L29 24.89 L71 21.83 r 1~~ oA~) ~ /10 P[RlPECTIVE vay ~ L72 25.0.7 w arrK NeA ar tae rHaa ru ® DESIGNED BY
~ ~ L73 1153 7 '4 t. usr orrel - naa o< rt / atnret rar Lit 1573 '0 ' U4 25.00 wa'01.1° m ~ / oaatera roe a as ea mntm t ws a< rs - a m rt NOTESI CGB
_M,. L32 34.64 N7?44'44'W s us K sawn t ttr aG rt. as m rt r ecouei r rucTei I err i r rucTei i eTrnu Tu rWn eoo~ TreTmuc, t t~a~ ~ t~ 4, THE PAVEMENT DESIGN FOR MINER TH~R~UGHFARES SHALL BE A
L!0 cu.w a nur nn" i aw i n""n i s 40.0.7 s rwc w rt ow rw trt, nmexr vava[ wi . p e0 rt s rwc ewsM rt ISISP w rr nooxq ~naas ever rr eq rr L33 40.50 5 ' M77 °N° "'N - MINIMUM OF 8' ABC, 3' BCBC TYPE H AND 2 1/2' OF BCSC I VKAWN 1!T
L34 32.11 a OAK eew n rl Low UrCrr e rt Q rL 4, M= e~ 14 rt UPL u a n ra nL 2. USE WHEN STONE/AS ~ L35 1&17 '3 3&55 a MAN a N A~IIIQ IM WAL Iw. iii not VW mr17. L SIM °1 r Allll 1x'" 119M 111 MIN UK 0°"" OR EQUAL TO 10 WHEN STONE/ASPHALT COMBINED DEPTH IS GREATER THAN TYPE I-1 OR I-2. THE PAVEMENT DESIGN FOR MAJOR THOROUGHFARE x CGB 1UAL TO 10 AND ARTERIALS SHALL BE A MINIMUM OF 8' ABC, 4 1/2' BCBC ITV H JOB
r 2 O' N 17.44 1~ORIWYi11BPOIIMY RAIi1 111 3. A BERM WIDTH OF 9 L36 10.99 4&5B L w reeer • tem al rt oefeeeo ear I. w aurl . woo eu rt "K / oree~ r 100 FEET OF ANY INl AYS WIDTH WITHIN OF 9 50 .5' IS FEET OF ANY REQUIRED ON LOCAL INTERSECTION AND ACCESS WITHIN SYSTEM AND 2 1/2' OF BCSC TYPE I-1 OR I-2. THESE PAVEMENT DESIGNS Y
L37 2522 ROADWAYS WITHIN 50 L37 10.94 31.63 UK ~ ~NIt NG aro MW rwuoi ARl ' BE INCREASED BY THE ENGINEERING DEPARTMENT BASED ON TRAFFI ET OF ANY INTERSECTION ON COLLECTOR STREET SYSTEM VOLUMES SUBGRADE SOIL STRENGTHS AND/OR TRUCK VOLUMES, SHEET
26 7B )0.1 VW Lis LB2 31L94 X. ae a 1,W of M ILL FT. L ,n A6 onuWD a woe M FL - woo CLL FL ROADWAYS. SEE STRE Loa Mw N .14 4&64 'AYS, SEE STREETS, SIDEWALKS AND DRIVEWAY ACCESS HAND
o L41 14.61 i' A 49.44 z °1~ o"w' 4R ea nmora evrr ewM . ra oo rt a Iwe we 4 rt oer eur rr, eaowo4 wooe:rr 1Ar1 • m oe rr HOOK (DESIGN CRITEF (DESIGN CRITERIA).
D e D D D e D D D e L42 3&53 ? wK 0r w rt~ nreerr e rt a rr 4 WM 1r AS fr. LM llll a r rt. SOME nL 1363 a rrr ~ r eeoaoiOW rM oerx AL ILI ~ UK CUM. ? r ~ r AGMNIi nl MAL RL ILI FM rOf WRIM
5MM

REVISIONS HY
ST AINA LATI N LANDOVER SUBDIVISION TI N NOTES N 1. ASPHALT INSTALLATD]N IN TWO APPLICATIONS 1 1/2' & 1'. 4-25-01 CGH
CALC 2. USE WHEN STONE/ASPHALT COMBINED DEPTH IS GREATER THAN
FROM INVERT INVERT SLOPE TOTAL OR EQUAL TD 30' 7-11-01 CGH L ~ ~ PIPE PIPE 3. A BERM WIDTH OF 9.5' IS REQUIRED ON LOCAL ACCESS SYSTEM
TO LG U EAM ONS AM FT1FT AR A AREA C l C STRUG T TA DIA DIA ROADWAYS WITHIN 50 FEET OF ANY INTERSECTION AND WITHIN 7-31-O1 CGH
100 FEET OF ANY INTERSECTION ON COLLECTOR STREET SYSTEM ROADWAYS. SEE STREETS, SIDEWALKS AND DRIVEWAY ACCESS HAND
C8 #7 TO CB #6 33 201.65 201.48 0,0052 0.7 d.7 0.5 0.5 7.2 2.52 2.52 11.92 15 BDOK (DESIGN CRITERIA). 12-20-01 CGB
#6 TO CB #5 31 201.48 2 1.25 0,0074 0 1.2 0.5 0.5 7. 1. 4 2 13,63 1 fig 4. THE PAVEMENT DESIGN FOR MINOR THOROUGHFARES SHALL A - 1- BE 3'~ I +
C8#5 TO CB #4 76 201.25 200.86 0,0051 0.3 1.5 0.5 MINIMUM OF 8' ABC, 3' BCBC TYPE H AND 2 1/2' OF BCSC ~C1"I~PNd 0.5 7.2 1.06 5.40 15.$6 16 1
C8 #4 TO CB ~ 104 200.86 240.32 4.0052 0.7 2.2 0.5 0.5 7.2 2.52 7.92 1$.29 16 TYPE I-1 OR I-2. THE PAVEMENT DESIGN FOR MAJOR THOROUGHFARES AND ARTERIALS SHALL HE A MINIMUM OF 8' ABC, 4 1/2' BCBC TYPE H
CB #3 TO CB #2 32 200.32 240.15 0.0053 0.6 2.8 0.5 0.5 7.2 2.16 10,0$ 19.94 24 AND 2 1/P' OF BCSC TYPE I-1 OR I-2. THESE PAVEMENT DESIGNS MAY
~ CB #2 TO CB #1 33 200.15 200.01 0.0042 0.7 3.5 0.5 1 0.5 7.2 2.52 12,60 22.61 24 BE INCREASED BY THE ENGINEERING DEPARTMENT BASED ON TRAFFIC VOLUMES, SUBGRADE SDIL STRENGTHS AND/OR TRUCK VOLUMES.
CB #1 TO CB 38 200.01 199.77 OA063 0.7 4.2 0.5 0.5 7.2 2.52 15,12 22.47 24 0.5 7.2 0.72 15.84 23.$9 24
CB #8 TO CB #26 80 199.77 199.37 0.0050 0.2 4.4 0.5 0.5 7.2 64.80 $0.64 35,97 42 SEE DRIVEWAY DETAIL ~
FES #10 TO CB #26 26 199.75 199.37 0.0146 18,0 22.4 0.5 i ~ CB #26 TO C8 #27 43 199.37 198.80 0,0133 0.7 23.1 0.5 ~h 0.5 7.2 2.52 $3.16 37.06 42 WITH SIDEWALK
r CB #27 TO FES #11 26 198.80 19$.42 0.0146 0.7 23,8 0.5 0.5 7.2 2,52 85.68 36.79 42 sin. NO, ~o,oi
vv
~ CB #10 TO CB #11 26 193.00 192.84 0,0062 19,0 19.0 0.5 0.5 7.2 68,40 68.40 39,77 42 ~
4 ~ CB #11 TO FES #11 32 192.84 192.68 0,0050 0.8 19.8 0.5 0.5 7.2 2,88 71.78 41,99 42
~ P
4 ~ FES #3 TO FES #4 80 191.25 190.50 0,0094 21,4 29.4 0.5 0.5 7.2 17.04 77.04 3$.43 42 ~

W R/w
4 tT
~ I ~ DISSIPATOR PAD #3 L= 25 c c
I W= 12 R/v R/v
i THICKNESS= 1.5 16 ~ QG
I ~ 6 . d50- 8" c~'1 B C ,
•,.,,w ~ 1 3,5 2.5 3,5 5 ~,P~" ~9x , ,1
j . SLOPE T' c L D ~ 1/ FT, 1/4'/F • 2 ES #3 1/4 /FT, Q 1/4 /F
2 3 ~ / 2 ~ r 1 I ~ - 5 TRAP 4 ~P T' 1 M I -1 .2 ~ q q ~ SIDEWALK ~
F r ~ ~ r t SEEN E 2 SECTION C-C F ~ N
~ I ~ I ' / ~ QD BITUMINOUS CONCRETE ~ 5
I / ~ ~ RESIDENTIAL STREETS Q AGGREGATE BASE COURSE
1 ~ TRA c i' TRAP 3 R/w A B c D E G U
3 r P ~ ~ 60' 41' 20.5' 18.0' 2 1/2' I-2 8' ABC 9.5' Q COMPACTED SUB GRADE ,Q 55' 36' 18.0' 15,5' 2 1/2' I-2 8' ABC 9.5' p
FES #12 & 13 c TRAP 5 ~ 50' 31' 15.5' 13,0' 2 1/2' I-2 6' ABC 9,5' ~r
INV.-19 ~ ~ a 45' 26' 13.0' 10,5' 2 1/2' I-2 6' ABC 9.5' ~ .
TLAND ~ a, ter--. 1 v~ KET 6 p 0 M H
8 TAIL) EE D~ - c ' FES 4 0 # p e
. a M H #9 H MH #9 v.=190.50 . o ~4
~ NO SCALE - RAP '
Y r ~ ~ ~ FES 12~;~ DI SIPATOR PAD 4 & 10
t HIGH POINT ELEV = 209.81 TRAP 1 A 28 - ~ ~ # # ~ I = 192.68 ~ - ~ L- 25
HIGH POINT STA = 32+18.22 , ~ ~ W= 12
~ ~ ` - ~ , PVI STA - 32+25 ~ ~ I TRAP 1 THICKNESS= 1.5
y PVI ELEV = 211.00 , a I FES 11 14 # ' 3 - HIGH POINT ELEV = 206.16 d - 8 ,
A.D. - 4.77 PVI STA = 35+00 FES 1 INV.=198.42 15 # _ 1 50 0 ; 15 TRAP 2 HIGH POINT STA = 44+15.03 s . i .m
LOW INT ELEV = 207.31 K - 41.95 PVI ELEV = 204.00 tNV.=199.75 . . PVI STA = 44+00 ~
LOW POINT STA = 30+33.85 ~ I A,D, = 2,18 . _ PVI ELEV = 208.00
PVI STA = 30+33.85 200.00' VC K = 91.67 PVI 5TA = 37+75 PV1 ELEV = 206.75 LOW POINT ELEV - 197.35 y ~7+75 A.D. _ -7.53 '
A.D. = 4.44 I ~ I PVI ELEV = 203.00 LOW POINT STA = 40+58.68 ''''•~"'J~ ?03.00
- 200.00 VC K = 22,5D orp N ~ A.D. _ -2.10 PVI STA = 41+00 K = 26.55 a~~u~~~~~ '.10 _ I I
+ 05 N ~ K = 47.67 i7 PVI ELEV - 195.00 200, 00 VC
~ 100,00 VC N ~ o M ~ c0 ro m ~o M N ~ A.D. = 6.79
I 0 0.0 ~ V ~ ~ V K = 4.15
U w ~ O N N U U j o - o
lil 4i m m W W I ' p o n +
m ~ W U U ~ N
c0 O ~ u7 ~ 0 0 u7 ~ ~ ~ ~ _ ,210
P10 m m r to ~ j U
N O U U W 17 N ~
W I W i~ m O O Of ~ _
U U U U + U i ~ D
~ ~ - ~ - _ ~ - - W W w w ~ /w w
205 ~ ~ ~ ~ a i _ .1
ABANDONED CATCH BASIN ~ - - ~ ' U U ~ I
I m m j A~ ~ _ ~
/ ~ Q
{ K _ - ti< 1, 14 8' ~ ~ 200
200 M. ' . r• • r.`~ X 8 PVC
~4~ Qi
284 ~ ~ 1.44
ND - _ ? j
I 185 r ~ 185
i
U ~P / ~ c i
~ - - a0 ~ of A ~ ~ .
M ~ M ~ •e i ~ ~
180 O O I~ ~ i ~ ~ B ~ 9, 'PVC 0' 0.50% 190 C~
{ P i
~ ~ " i ~ F. Z o a
r g p000•
= U t ' 0
I E C 185 Q
e ~ ' ° 15 ~ 'u ~ n .m ~ ~ O
~ N O ~ l z i 0~
O 0! ~ ~ € C~ ~ o ~o _ Q
~ ~ Z Ul - o:
~ I = _ N Z U J N 8 ~ U ~ = o ~ ~ 180 p
1B0 N ~p ~ N ~ r O M ~ o m oao ~ r ~ ~ ,ri ~ z ~n ~o ~ ao
,o o M m cv t r a ~ ~o N Q M a ~ N r N o m ~ o "gym o~m~ ~ ;.o i n rnm ~n~ca ~ I Q
I~ N Os Oi M O vI ~ f N I ~ O ~ - O O i H O f" ~o ~ ~ o ~m~ o,c~ m cvo
Of O O O ~ O ~ • N N O ~ I M) O N N O O~ N N N 7 , - i ~ _ o ~ I
,-o - ~o ?~o ~o ~ z ..a ~~..zz ~z ~zzi 175 Q
175 yam? N ~ ? ~ z ~ z z zz ~ z ~ ~?z ~
~n 01 N N to ~ N IA ~ N r , Ml N 0 ~N ~~j ~ ~N Est Oc0 N ~O ~N p~0 On ~co rN
r m N r N N 0~ a0 t a0 c0 r ~ 00 N rn ~ 0~ ~ ~ ~ ~r ~ p~~ 00~ rr O~ Uuj tD~; ~Nj tD~ ~17~ ~Nj i shNj ~N ~ ~ 01 ~ N ~ ~ O c0 ~ ~ ~ 00 ~ ~ ~
N O 01 m ~ r r ~ Q1 M ~ ~0 NN NN ~ r'~ NN NN NN NN
.-N NN N N N NN NN NN N NN , NN NN NN NN NN NN NN N ~ V
i I I ( 4 d
i ~ ~I d
i 1 ~ I 0
t
DATE
i 4-5-01
~ i SCALE 1'=50'
~ DESIGNED HY
~ ~ CGB i
1 noe~u nv
~ ~ I ~ I ~ I I I I l l l l l l( I l i l 1 1 1 1 1 1 1 I f l l I I I I I I I I I I I I I I I I I I I I I LB
30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 JOB
SHEET

Table 2.2 WC1Jand Plants REVISIONS BY
Saerrt~lc Name Camnrercial Inundation WUdllfe Value Notes Common Name Form Availabilit Tolerance
Peltandra virginia Emergent yes up to 1 ft. High, Berries are Full sun to partial shade
Arrow arum eaten b wood ducks
Sagguarla farifalia Eatergent .yes up to 1 R. Moderate. Tubers and Aggnssive colonizer Arrowhead) Duck taco seeds eaten b ducks
Andropogon virginicus Perimeter yes up to 3 ut. High. Songbirds and Tolerant of fluctuating water
Broomsedge browsers, Winter food levels 8[ partial shade
and cover Andropogan glomeraus Emergent yes up to 1 ft. Requires full sun
Bush Beard s
TypJia spp. Emergent yes up to 1 ft. Low. Except as cover Aggressive. May eliminate
Cattai6 other species. Volunteer. ' Hi Mutant treatment. ~
Cerarophy!!um DWQersum Subrnergent yes yes Low food value. Good Free floating SAV, Shade N
Coontail habitat and shelter for tolerant. Rapid growth. fish and invertebrates
0 D 0~ 0~ Scirpus pungens Emergent yes up to 6 in. High. Seeds, cover. Fast colonizer. Can tolerate ~.1
Common Three•Square Waterfowl, songbirds periods of dryness. Full t7~
sun. Hi metal removal. v xv mna s Subnxr end es es Hi h Food for Hi metal removal ad
~ PP g Y Y g ~ Bh ~ Duckweed Etae ent waterfowl, and fish
Saururus cernuus Emergent yes up to 1 ft. Law, except for wood Rapid growth. Shade
e Lizard's Tail ducks tolerant. Hibiscus moscheuros Emergent yes up to 3 in, Low. Nectar. Full sun. Can tolerate
Marsh Hibiscus ~ riodic ess
Ponuderia cordata Emergent yes up to 1 ft. Moderate. Ducks, Full sun to partial shade
Pickenlweed Nectar for butterflies. Poramogeron pectlnattu Submergent yes yes Ex4~emely high. Removes heavy metals,
Pond Weed Waterfowl, marsh and
shorebirds.
Leersia oryzoidet Emergent yes up to 3 in. High. Food and cover. Full sun although [oluant of N Rice cut s shade. Provides some
N . C 4 N ~ U A f~ . Scirpus validus Emergent yes up to I ft. Moderate. Good wver FuU sun. Aggressive weedy
5oft•stem Bulrush and food. aliens such as P. rfoliawm
Polygonnum spp. Emergent yes up to 1 ft. High. Waterfowl, Fast colonizer. Tolerant of
T. ~ - F C 5 1 1 . IN . Smartwecd songbirds. Seeds and fluctuating water levels. cover. Vy
N TLA K C P Juntas e,Q'csus Emergent yes up to 1 ft. Moderate, Tolerates wet or dry A
Soft Rush conditioos. 0
Nuplwr Juteum Emergent yes up to 3 ft. Moderate for food but Fast colonizer. Tolerant of ~ S rdock hi h for cover, fluctuatin water levels.
Panicum vergatum Perimeter yes up to 3 ia, High. Seeds, cover for Tolerates wet and dry
Switcltgrass waterfowl and .conditions,
=1 son birds,
Aconu calamus Perimeter yes up to 3 in. Low, Tolerant of dry periods. Not ~ Sweet Fl a ra id colonizer. Tolerates 0 K
,i ~ ~ P acidic conditions a
D D Elodea cawdrnsu Submergeat yes yes Low, Good water oxygenator. Watesweed High nutrient, copper,
/ manganese and chromium
removal. ' ~uo+a
Valisneria americans Submergeat yes yes High. Food for Tolerant of murky water and
Wild Cele waterfowl. Habitat foi hi nutrient loads. ~ ' ry gh fish and invertebrates. '
/ 0o e D Ip a Zirs+nia umica ent es u to I ft. Hi lr, Food for birds. Prefers full sun. $ s4 ~g Y P 8 e t: ~ ,
/ Wild Rice e V . ~ i,~
/ SCALE: 1 "=10' Table from: Desien of Stormwater Wetlands 5ygteras; guidelines for creating diverse and effective stormwater wetlands in the mid-Atlantic ~ Region. Scheeler
L , •...N1'~.
nauus
4
PIPE INVERT
WATER LEVEL d
4" CONC. -'I f--1~ TOP OF BERM
" 5111 CU, FT. EXTENDED BASIN 1.5" PVC PIPE F~I>Q+E 3r $t0['QIWRtCf PCIC~C2(: WC1~90dr FYOIII ~gn OtSrOt7IlW~ WCf18nd $S'S1~ $Chll~eYr 11.E L~
12 BERM .r.y a
1350 CU. FT. ~--3'--~
18" POCKET WETLAND 6-12"
0
- a
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NO SCALE I ~ a
0
. t Z II L"-7 . ..1•.; ,.r, ~
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7 ).it. I ~ ` / ¢ ~ I O
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. • ~ ~y.~~'.,;TI t ° 111 ~ !'C O
'h I ~ • * t * ~ a
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D ik m ~ ICY. 1 ~ m i
5111 CU. FT. EXTENDED BASIN
~ t ~ 'N ~ * /
1350 CU_FT. POCKET WETLAND BOTTOM _ _ _ _ ~ `i ~ / o I`,W ~ /
• ` ~ /
a ~ O ^
;rr .F,Y r ' ~ fJ ~ Y o'' ~ i r
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n
NO SCALE c
DATE 3-25-02
SCALE 1'=10'
DESIGNED HY
CGB DRAWN BY
HAW
JOB
JOB
SHEET
~ C30F=IT i