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HomeMy WebLinkAbout20010035 Ver 1_COMPLETE FILE_20010105 (2) 1 i i Fpe.. '^ '... e'„ I ..F.x.�- :..-'y,,. t. ...i,. ".,,, ?',' ..-c_•w r�l 24 _r._�"„-» -., F' .,...... ..E,... •,,.:. ,......� Y .� s� . -xs,,-�!< .z..r- ,...., `•�`k''Nf?' ` '�"� _. .k _., __.".e �z. .,,."..... _.. ,, ,..., .. .,. k.....- r_1§. :- _c>w._ ,f >. .,, _. ,... � _ .- •...-_?�- v 3 s ., ,sw. e,,, ,. .,._... 1. �:.. <. .,...,w. ._, -.: e ,..._=n - ?'... ,.....,, .a ,.... .:,. ..y .,, �'S k, -- 3t •..sue'_..-:c.."�' r:;.; .�, ,. :.,.., .,'4...:: .h.,. « -, :., ..W,�-<C..2.*5.1"....,.i:£n -.;._h..+�.,.,x y. x� -#•' " ' -.�+,.... ..F 'fie-_ ...,. ,.., ,. :.,:..t4 ,.:^,� �. ..' ,_ F.r.....rou_ ?' .. .. 1 ._. •. 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SED - WATER LI E I L ' / � II % L �l 32 I I 15b� o Q \\ PRQPaSE ` »;WATER LII i / ! / // _ I 20 ( I I - - _ N W I 36 I I I\Q ., ! 34 I 8--- - --- it I I I - / I i r / l/ i - ELECTRICAL SERVICE O\\ I 60 _ _I I ( 0 I // , r - ~~ ` BOBBYPEIDMO RAY ELECTRIC + a ! I v o ! ! \ L _ 9 ! I _ L I� \i �� �' + j I /I - - (919) 664-3425 Lt �RJANT ASSEMB Y`/ �gt w / _..6401 ~- _ a I TELEPHONE SERVICE � \ S \5+3U ` - ! I ri I I Z� ~ /� /( /- - - -- BELLSOUTH EXISTING 6- WATER MAIN \I - _ - _-- '; !;l / W ! / / , ' - _- - _-_ iP'- -- _ = rl�:.:: . �� / BUSINESS OFFICE -- \ 10 W I / 1 / / (919) 71-2053 - OWKW RJ�9 E 1 } r I I �1 / » » _ L — — (, II (j // // i c4C WIFEO S LMA YLEFL ANIJ / N W / SEWER -; DB 1314 PG 195 L THAMES / PAU 6 x6 TAPPING SLEEVE � `"` `' '4 `" `"� � --- ( � / -- .` 1M 3.3LA.36 ORANGE COUNTY ENGINEER AND VALVE I I _!18" RCP ( _ - -j- - - - - �I 1 I -- 1 Q� - - 'n I ��,' /� _ / - I (919) 245-2303 1 r ' g8 j _ ( i / WATER H RLNT �SSEMBY 50 / i ! II I I4 I jt ST 11+ - at ` ORANGE ALA M ANCE WATER SYSTEM, INC.R L iL i k P.O BOX 187 5900 US 70 7- -, -t MEBANE, NC 27302 I /- I , ( DANNY JEFFERIES I Q. RROPOJED 8» SANITArRY SEW�R �\ I / (919) 563-6212 \�h4RdPOSED 5' I 131 I I/ / j/ I / I I ( I / I - IUTIuTX.-EASEM I / �,/kbk / / I / , i I I/ I / i / \ I I / PPSNC _- / WEAVER LR W DbAL CONNEC ON CHAPEL HI NC DEC�AON I / ■�I ` �� 1 i I WATER- SERVICE. TYP / (919) 942-5104 i i ��' �, X X / --4 16 f f GREGG�STREET _ !( cUY �PosEo 8r A RY SEWE �` ,o x6� // �,` �`, - --- 1 - �= oC -'UBL-lG R/w nch \ I c` 1 ?— •` � _ \ J�(,41 �y/ /// ` _ / I I / ! �'� I \ -'P$OPbSED 6t ` TER --1 �, *' ��1� / 1,+ r: , i �0 x I I \ / / // \ �► '��? lid j ,�Q`-� i \ ARTHUR McDAOE i !1` — —J OB 672 PG 561 ��? » �. S ��� i_ J TO 3,32 A,58 STA 20+ HYD ANT ASS�MBLY ' i ! - ' - _ - _ HYDRANT ASS LY k STA 6450' h u 3`Fi s.o,,,V D.FmN P/P J�'� GF04GE TATE, ✓R. i � .< ^ � DR 780 Pc 220 IM 3.32.A,.5 41 1 , 132' ORANGE �5 41 ti 650� \ \ / / d 1, 4� � �LSUNTY BUFFER CD 1, / \ f ' ---- -- -- / �- � 100 NEUS6 IVER BUFFER v I \ I ORANGE CCL•'MTY BOARD OF EDUCATION I �' DB 273 PG 291 / _ _ _ i ccoRy� ��TE, JR. GRAPHIC SCALE — 1 ' , I DE 901 PG 537 \' �'` _ / D6 780 PG 220 \ 1 I 3 3 I /TM 3"32.A.5A 100� DB 6 PG 65 I / 0 SO 100 200 400 o PH 74 PG 126 / 7AA 3.31.A.37 I OLr) f SS i 71A 3.31.A•22C TV J32.A.1 / 1 P20P0 D SANITARY SEWER ( IN FEET ) OR ~� _ I � NAB,'TAT FOR HUMAPJITY 1 inch = 100 ft.. L~ DBTV 3 Pc 46.6 - _ v " -f?R SED 20' PUBLIC UTILITY EASEMENT/ L � ,v 3.31.A.2a. PRELIMINARY PREPARED IN THE OFFICE OF: NOT FOR CONSTRUCTION LID CLIENT: HABITAT F ������� CAIPO���� —06-00 PROJECT: ��11uuu�� D co OR HUMANITY .. • . DIZ SCALE: Kimley=Horn .; . o0 ORANGE COUNTY, NC. INC s_ RTICAL SALE: RICHMOND HILLS REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: TITLE: � ; � DRAWN BY; and n SUBDIVISION This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. ReuseC MOS_ of and improper reliance on this document without written authorization and odaptotion by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. • r, P.O. BOX 33068 - RALEICH, NORTH CAROUNA 27636-3os8 UTILITY �'',,�q�;•N�i N �k������` DESIGNED BY: � Copyright Kimley-Horn and Associates, Inc., 1999 T1 /y�� AAA C^ PLAN ' S � MOS PHONE: ( ) 6//—2VW FAX: (99) 677-2= ',��� �'ijj11,��\`` CHECKED BY: ATTACH86600ED REFERENCE FILES: JOB NUMBER: SHEET NUMBER; SEAL: DLS 011866000 '4 113� LF FES(INV-645.60 ZJB#2 (NCD 24 Nj < 3 'x TOPELF 'NV=6 P4 PIS x C� INV INA -.12 INV 0 1 10' LF24" RUND Q� 0- P10 'v- P5 w Q) x 645.05 k 12LF 18" RCPO 114"', Ck: v'i'� 10 LF 2 3.5% r 28 LF 18" RC PO 01� 0 b `g�g �n-�-p q x Qil 00 x FE INV=645.74 f R" 13 IV x zqft N"Wg o- A,� CENTER OF 64&95 X EOP "N" STA. 20+09.62 25' LT ELEV.= 648.65 1" WATER CONSTRUCTION LIMITS SERVICE F 2" BLOWOF ASSEMB x Y Q U 3 HYDRANT ASSEMBLY PROPOSED 8' CONSTRUCTION UMIT X, 01� (LOCATE ON R/W) 5' UTILITY SANITARY SEWE (TYP.) C�- N" ,,EASEMENT 11�1 0 x PROPOSED 2"k 2, 000, WATER MAIN h 0,0,0, R PROPOSED 6" JB#1 (NCDOT 840.31) WATER MAIN I 4 --A " V 6 TOP ELEV 645.74 PROPOSED HT TRIANGLE WATER MAIN %"N INV IN (E) 645.60 A%p R�j-'g NL SIV IN (W) 645.04 STA. 10+00.09, ALICE MILLER COURT IRV OUT 644.79 1% 5' UTILITY 0 1A STA. 13+00.01 TER LA4E ro EASEMENT Z) ..FFS INV=664.90 (B 00 6" GATE x 03 C' VALVE 10 Pi '00, 80 LF 18" RCP 0 5.00% V) 6*x6" E I ilk SERVICE, LOCATE AT RTY CORNER. TYP 5' UI 6" G EAS ENT EASEMENT ;! (/ SIGHT K 5 UTILITY P DUAL CONNECTION WATER 77X M 00 00 TRIANGLE x 4f :A—FES P INV=647.28 STA. W+00.00 BOUNDBROOK DRIVE SIGHT 5' U TI.LITY -81 LF 18" RCP* 1. 000 FES INV=668.5(3-.. 14100' .. St . 16+99,71 ALICE MILLER COURT 00 x #10. TRIANGLE EASEMENT 6" GATE VALV TEMPORARY DITCH LINING SIGHT 01 TRIANGLE 6*x6" TEE STATION HYDRANT ASS�IMBLY 6" GATE VALVE ROAD STA 11+50 Of 14+00 to 16+00 (r) Ne Q) FES Alice Millier Ct. P WATER MAIN INV=648.09 14+00 to 16+50 (1) ROPOSED 6"' 'A 17+50 to 20+00 (1) 00 HYDRANT ASSEMBLY STA 16+50 14+00 TEMPORARY DITCII� LINING, TYP </ (:D GRAPHIC SCALE SEWER SERVICE + CONNECTION, TYP so 0 25 50 100 200 0 W V) IN FEET x FIRE HYDRANT I inch 50 f'L ASSEMBLY D5 HIGH POINT ELEV - 670.69 HIGH POINT STA = 11+35.90 PVI= STA 12+00 - ---------- ------ ------- ------- ------- 44 Pmin 'ELEY in --------- - -40-+QQ;QO--AL19f-4l[IL R--Q-061RT­-- ------ ------­ ---- ----------- -------------- -tQQ.01.' BUCKWALTER. ------ - ------ --------- ----------- 1,3 LANE ---------- ------- ---------- - ------ —-------- -------—-------- .............. 2DOX D�-- ------- ---------------- 0, 0--------------I., + ------- ------- ------- (D ................. ------------­------- 0 --- ---- > ---- --- ------- ------ 670 LL.) wo > W ,Moto -2. '-CL- (o > LL v)LL. L2 11 :D, 6702-- V.u- Km- 40 ---- -------- --------- ----------- -Lazo V ------ -- ------ ------- --- - ----------------- 25G.W.--VC- ------­ -STA -41,4 SO-- ------- ------ ANV 66,701- .. --------STA.1-6+ A -ICE_MILLE R---COURT--------0 STA. Oq U(D U IKEW DR' E ELEV ...... 65Z02 .1r -- ----- .......OSIZ6 W­ -PROPOSED OPOSEP -ALON 4L -­--------­-------- CN-WJ WATER MA TERLI I 4E it ------ ------- ------- REET CEN ZC>. Z > > 660 0 -J A*00 -- - 7 &_—z—Z- CO to Z 660 tc B­ P Z-" 40.1 0 U + ------ n > M r� ...... ...... + ........ ............... -------------------- ....... —C to ------- ------- -------- __Co > ........... --------- --------- ------- + ---------- --------LOW-POINT X-V J670J& -- ----------- -------- -------- -EXiE TING -GRADE--AL,M ....... ........ '-LOW'POINT-S - ------- ......... ...... ......... -'CEL L---------- ..... .......... ,ET NTE NE LL" W >> Pvlm ST Vl=. EL A.Dr.- ------------K=.=, 20.04-- .......... 650 .. . ........ ... 650 ----------- . -STA 16+50 ------- ----------- -Z ------- --- - ------ ------- --------------- ...... F ASSEME .......... ---------- . ..... ------- (LOC 1kTE ON� R/W) .......... .......... ---------- 0 ........... 0% ..... ...... :�8 0,5 - ----- -- - --- 64 PIVC ------ ------ 8,-P\C ------------ ...... ------ ---- -------- 640 ..............--------------- ----------- ------- ---------------------- .... ------- 1 0.GO- F-- L .. .... a -'O�50% -------- ........... C%j -------- ---------- ---------- ...... C4 00 CN C4 C-4 C4 Cal C4 04 0 r- to N It W) M 06 0 .00 0 Ci 0;to 0;0 Cq Ci 00 0;co 'It It.00 C4 6 0 C; 6 0,6 Ci tn 0 6 C5 6 0 40 0 0 0 0 W PRtLIMINARY N F, 40(0 W to wto to wo W) W) to W) W(D to W to to O'D W 0 0 to 40 to 0 (0 D NOT FOR CONSTRUCTION r 20+00 LL- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 o CLIENT: .oo PROJECT: PREPARED IN THE OFFICE OF: E, HABITAT FOR HUMANITY C:) CA CA E: RICHMOND HILLS 0- j,' S L Kimley=Horn 1 1 LO ORANGE COUNTYp NC. INC t LO SUBDIVISION co DRAWN BY: TITLE: MOS �SNCD -3 jLF 2 3.59.1 u I- DATE: DRAWN BY. CHECKED BY. c=) REV. No.: REMSION: and Associates, Inc ALICE MILLER COURT DESIGNED BY. C:) T DLS JOB NUMBER: SHEET NUMBER: UD as on CHECKEb B� 0 C969001 LO This document, together with the concepts and designs presented herein nstrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse P.O. BOX 33068 - RALEKli, NORTH CAROUNA 27636-3M WAMM 011866000 P2 CZ) —Horn and Associates, Inc. L U:\Oi I 86600\CD\8660OX06 of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley PLAN AND PROFILE X: PHONE: (99) 677-2000 FAX: (9*) 677-20M C> 999 Copyright Kimley—Horn and Associates, Inc., 1 A DEVELOPMEN BY HABI A FOR HUMANI Y ORANGE COUN ' NC . , INC . P .O. BOX 459 HILLSBOROUGH, NC 27278 INDEX TO SHEETS (919) 732-6767 Si BOUNDARY & TOPOGRAPHIC SURVEY N KHA PROJECT NO. 0 11 C1 GENERAL NOTES >� C2 MASTER SUBDIVISION PLAN T— E S207OCTOBER 2000 C 3 DRAINAGE & EROS ION CONT ROL PLAN C4 UTILITY PLAN M T PREPARED BY: Pi BU CKWALTER LANE PLAN & PROFILE P2 ALICE MILLER PLAN & PROFILE 1 P3 BOUNDBROOK DRIVE PLAN & PROFILE GREGG ST. \ F`,� CS1 BUCKWALTER LANE CROSS SECTION CS2 ALICE MILLER CROSS SECTIONS 70 Kimley= Horn CS3 BOUNDBROOK DRIVE CROSS SECTIONS SovT"ER" RR CS4 BOUNDBROOK DRIVE CROSS SECTIONS and Associates Inc . D1 EROSION CONTROL DETAILS P.O. BOX 33068 D2 EROSION CONTROL DETAILS RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 D3 UTILITY DETAILS FAX: (919) 677-2050 This document, together with the concepts and designs D4 UTILITY DETAILS presented herein, as an instrument of services, is intended only for the specific purpose and client for which it was psi PUMP STATION PLAN AND DETAIL SHEET prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn T P and Associates, Inc. shall be without liability to Kimley—Horn pS2 PUMP STATION MISC DETAILS VICINITY MA and Associates, Inc. � Copyright Kimley—Horn and Associates, Inc., 200o PUMP STATION MISC DETAILS 21 NTS4-1 CD PS3 T m •mob �• �► G� C) B11D SET LL- If 3 O O C-) CD C) LO PRELIMINARY UD co NOT FOR CONSTRUCTION O 0 LO LO