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HomeMy WebLinkAboutSW6220101_Plansheet - Other_20220119 (7)/,V UT 9 j 6,5 I i O i tit `� I I o p 16 29 ? 5s 01 I IYk I o .60 M / , / / / / 4j3 3 3z1 /NV /-16.840--0 57.99 LF @0.52% - II I I I I r(;_4 - / 1NV OUT OS.65 �8" SDR 35 PVC N \ / f 305 S ' / N 1 L - PAD 326.40 5 / / / . / �/ 1+J o 9rno+ o 1 3 1668.s� 4 lNV 32 3214p.69 010, 0 T7V PAD . 05 SA I 1 1 1� i P�GI 2�41.8 ti ova PAD 319.90 \ _ S A/ 6� 18„ GV I /� w . Q*0 • \vim '/ / / \\D 320.30 \ ` ` ' a t f,�GE�/�j 8j4coo 2\ MH BPAD 316.95 \ 1\ 2g13 SS / / 7-oP}6p.sg \ \ �rC_ F ® iT�/' 8"k8"� :: C1,3 \ t INTERIO I 1 9 6, - -1 C1,29 \ � � INV. 9.s2 afap, i �� i 1+� TEE I ' 1 OkY / ORop s 37 \ fP R Z INV /325g9 00 L �L / 3j4.92 TOP: 37g9 C/�38 \tp 12+ 8.1 tS 2��2.ONTERlO 5' Ogti INV n' 3»0 � 2432g N�. 3j4.1g \ �� i S20 0. RlM 3j g 450R l 2 OU. 3/6 9S �1H� 12) 316 >> SO' R/w (p O��PII�I `F ®3 549, " 9+54.79 i / l 2 3 , �_ /N� IN 29q 1 8 R U ..... (My,14 UBLIC F iNq �, 8 SCR \ TOP: 317.6 7 \ i i 1 XO / 6 \ /NV /N 3p5.2 0 (41/1 i \ +gs UT/ Ty cc S P C - _ - C% 3j INV: 312.67 - - �C/�33 /` oR 35 PV M / / / 8 `2� &TAP l �G���O� 00 (MH Ll V C P \ 0 2s 5 (MH_ / - - - -� C/tj ,30 fSS) C\ 3� 0 56% $ s� 10/s . _ / /2 s 2" �C� O G 9) TOPf75.sg -� \ / +0p g LF p i RlM 95./3 0 PAD 316.75 SS 125.0 \ lNV 13j884 00 �L o 7 0 r, <�j SS / N 30 /' O \� . PAD to+oo _ \ NV OUT 3�55 (MH`1 325 - / 4g6 / �a� �� \ �C- AS 45 4 v EMENT- .. MH,14 (My,) <� J'p *POS 8 9�68 / - 16) ZG�o k6 9C1 / \ \�F - -4R/NpETE UMP SERT -N- 3AMP p_ *�3-77g �-8 +s/RSS/@�l\3j?2g.8'433�1g6\9�P2 56 /NQE �36g7UT30(MHs c1oP99 309.10+22.85 16.99 O-------/ 3Os v oa �/ \ p PAD 314.35 *pOSS/Q * \ \ \ *pOSS/g _ y�\ \ C/-3g/ � �Mp PCRINpERE- POSS/e PCRINO fRE - - - - - - - SOT \ P�Mp SERE AMP LOT - 4g?tor QD S/ T Zm N O N°S3`zp111 Y WOODPINE WAY 5�O 50' R/W (PUBLIC STREET) ROADWAY PROFILE 7+00 TO 13+00 rn LOW POINT ELEV = 317.26 335 330 325 320 315 310 305 300 295 N ro M 335 330 .i o 330 325 r m N F- 0 Z 325 320 320 315 315 310 310 305 305 300 300 295 295 290 - - - - \ \ o qo�x '0! 305 ^ 7 -- 315�\\` O_q. -PAD 311.10� \ 3OP u L /`o ..' , - - _ - PAD 306.90 _ J OD 7tvg� Q 0 h ,/ ^Q O Q 0cO �� PAD 313.40 �.' / `\ O �0 Oo,• \ , / PAD 316.95 OQ p�AI � �/ i �' 3+26 �2 10P: 30a 30 16 V ti ryox f702 ��2 •% \- / O�Q �/ �/ p7 �4p 50P: 310;1 `NV: p 41. /`� S 1s ^� 00 41, h� _ �2p C`�^ ^ b _ Co. h \� <F ^/ �' ry co ^• N h. °' h' Qi (EP . i V \ a I @ C p5G \ ` \ �ry�, ryo �� Q°x 2 5, / VC SS O� SS98 \� \/^.�^ N� 1+79.30 2+0315.64^��� =0J' ' \ of Cg00 W X C9 \`�� =0J! TOP: 316.05 TOP: 310.64 �� ,, i t}/o a' R3 I o ,+_ O IN - 311.05 INV _� �g LF 1 SS O^� rv�/ ^n`O ryoh 2Mn 1�00 • 76.73 LF ® 0.59% ^� ° \ SS 8„ C900 PVC • 2 0 P\�P B`IC & U CIS G a`n o�� o^ dory �� 57.99 LF @0.52% �l� - 5p' R/w �' . ' / T/ 7� "�`� 3 8\ DR 35 PVC ��' Qry 96.64 �oP' 29 6_ O Av ^ g '� ^ �P 5 v 1 TOP: 304.08 NJ' �O -, ^h 19T 3 �\ \ W ^ - O 2+ 6-7 5 1 INV: 299.08 I 43^�. / O�Q \ 2p ^ �j ^0 (� ^rye 46 12 TOP 6 313 35 t. I ^V \ 0 PAD 304.00 O �v � � r cp• �V l4 OM Qv 10P' 3p9.32 IN / � J a m -PAD 322.75 co \cb Q" y\ a \ Y ^� e1 C9 ,�• I r 'b. O PAD 314.35 ��\ �oQ O I r/�Z/ W 'A�`o '}�X X`V� \ \ PAD 307.95 � 0 G ° rah h �` G �� PAD 316.75 \ a . o . w° `'' o`' 1 `' c O °jamcn 327 S -� E SO, O O a N N PIKEWOOD COURT. 0 50' R/W (PUBLIC STREET) ROADWAY PROFILE -0+50 TO 5+00 U Z HIGH POINT ELEV = 316.02 HIGH POINT STA = 1+43.87 PVI STA = 2+13.92 PVI ELEV = 320.48 1(3 T IU W Lo(P (p � NOC n n,tn,_ rncoM?O + U» I OOF-ZZ 0: IU �I = I _ = 0 0> O O v in - 0_ J � � � -O O.N n O 00 LoLoN O O o0 n o0 _ r6+ O O N_� O c0 M Z 0 OoZroN400clj I - K)c��N 0 0» z �W}�j�ZZ0, 1j p X >H > -2 (n 0 + :m > >> -> W U w W �ZW0-O_Z ZZ a- W - d ;2. I 1 I 26.25 LF @ 0.95% 30" CLASS IV RCP O /1. V . I L. / J /G K = 26.58 338' VC � N M � I w 0 Q O O 00pIR O> O o0 0 K)iZ1I o '� MF I I oo imNU �I F-Z-O- 00 -O 00OH0p0 OCOr- � N� +O O 0>r LQ U- O o0 0) O NO O �O�rjN K) J � 0 J Epp - ON O r� O �� O O p1 r- ZO 0)n-- O �O�i O�O`7 2H+�»> \\ cl m >> 0 r,�N �Nr7 F-±�ZZZ O NON Otero 0 \ i�`?r7z0 I +U» ±wzz 49.39 LF @ 4.76% 30" CLASS IV RCP c�R` 21 pVC 36" MINIMUM COVER (WATER) CLASS II26;00 LF @0.77% MF 30 CLASS IV RCP ��SUNDER 20 LF 8" DI CENTERED STORM 51.52 LF C� 0.97% 36" RCP 0N 20 LF 8" DI CENTERED UNDER STORM w N > >c r � + NaNJ 0 cli 0r- Q< co O + �' L=i +- 00 1n CO 115.75 LF @ 0.527 8" C900 76.73 LF a 0.59% PVC 8" C900 PVC 0 4" CO ® STORM CROSSING 0 4" CO ® WATER CROSSING 325 0> n I 320 r6 O M N � O r,(60 0) j M � M H? \ \ F �STiLG, � G N ti J v 0 o 315 \O 00 O O N NNr7 6 0 00 \ cV 0 O N M M 1 r Oi Z =0) � 0>�OZ M - _j �v U) O n HZ Z Z \ \ (6 � (0 310 r7 N N(Pto cljNF m oo n 0 oo t _ 26.00 LF @ 1.00% �18" CLASS IV RCP I +U> >�= F- � .. I O�F-zz .moo I m J c°r-�rn' °r-- J v %too 42„ RCP O NN O \ 'tM NSN� O �0 N�N~zzo m_I pOOZ+�» 305 clj MO K w I +U>> i W UHF ZZ �Q _ "b' 79 LF ® 1.94q• 8.. C900 PVI 0 31.55 LF @ 8.07% 42" CLASS IV RCP c0 f\ r7 c0 m c0 N 00 M O N N NFj 00 N Q� Cfl M rNrl M M M M M roM ro M ro M M O O O O 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 0+00 1 +00 2+00 3+00 4+00 GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. 300 295 290 5+00 ■ sl e solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, INC 28306 office 910-426-6777 fax 910-426-5777 license number I C-2354 wwwAD site solutions.com ♦♦����NIIwin Ro 0�•�FE83 �0 • / �i ,•4� SEA �� •; 0274 .• ®r, NE •.� �♦�� '' �'0 1 1111g���``` v l -I / -,z2 REVISIONS PROJECT NAME WOODSHIRE SUBDIVISION PHASE 7 WOODPINE WAY & PIKEWOOD COURT PROFILE CLIENT 1041 B Robeson Street Fayetteville, North Carolina 28305 Phone: (910) 339-6330 Fax: (910) 964-9089 PROJECT INFORMATION DESIGNED BY: CALEB DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1070 DRAWING SCALE HORIZONTAL: 1 "=40' VERTICAL: 1 "=4' DATE RELEASED JANUARY 17, 2022 SHEET NUMBER C-503