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HomeMy WebLinkAbout08030104.3I X„ My FL �ARRO X 85 EXIS NTOUR X LO CAMDEN WALK IW ANITARY ANHOLE DEVELOPER SHALL PLUG AND II 5 86 EXISTING USH CAP ALL WELLS ON THE PROPERTY 9 $6 EXISTING TREE X 8 9.8 PROJECT NAME 1REESOALE - 1 PROJECT NUMBER J- 00-027 Dist Map 704/714 EXISTING LEGEND PROPOSED LEGEND Tax Code IWC LEGEND GO N0 FL CASTING REMARKS 10 300 6' WOVEN -WIRE FENCE [Lo Pressu Dist LAFAYETTE DETAIL 6/14 \ Drafter KWA Date 31,6100 301 2 +60 6' RAIL & POST FENCE DETAIL 6/14 24" ROLLED CONCRETE CURB 862.61 866. 1 NEENAH 3501 TR 300A 2 +60 23 DETAIL 5/14 862.17 862.09 867.10 EXISTING WATER MAIN - - -T - - -T - UNDERGROUND TELEPHONE PROPOSED SANITARY SEWER 302 4 +34 14 DETAIL 6/14 EASEMENT 859.27 863.15 FLOW LINE OF � ITCH & JESSUP DITCH - - - -- PROPOSED WATER MAIN TOWNS LAKES 14 $68 DETAIL 6/14 SETBACK LINE 863.15 NE AH 3501 TR SUBDIVISION BOUNDARY � EXISTING HYDRANT SUBDIVISION $68 DETAIL 5/14 �6�2� GAS GAS CENTERLINE UNDERGROUND GAS MAIN - - ADJOINER PROPERTY LINE O PROPOSED HYDRANT 218 DETAIL 10/14 �9 BRICK et1• DRIVE TCOM UNDERGROUND TELECOMMUNICATIONS __ __ = _ - PROPOSED STORM SEWER BUTTERFLY VALVE k 'L v 888 6 868i� 38 "x57" CMP INLET - - ` PROPERTY or R/W LINE 28 +00 6 +25 STREET STATION & ELEVATION 14 VALVE x $ ,x $ INV. - 864.28' E E UNDERGROUND ELECTRIC LINE 67.66 14 DETAIL 18/14 857.93 857.68 862.28 NEENAH 3501 TR 818 a6 7 +43 74 1 DETAIL 10/14 EB•0. BLOW OFF ASSEMBLY END - SECTION o 308 7 +94 �..�� ---�- SANITARY SEWER 857.76 861.02 NEENAH 3501 309 7 +94 14 L14 DETAIL 6/14 857.63 857.56 861.02 NEENAH 3501 FLOW ARROW 310 PLUG -- - DETAIL 10/14 6:5" END - SECTION RIP -RAP RETENTION POND 'A' 100 5 +09 3481 681 'x $ DETAIL 10/14 858.05 38 "x57" CMP OUTLET D CONCRETE PAVEMENT 767. 4 +89 PROPOSED GRADE 865.3 REDUCER 15" R.C.P. OUTLET -� 861.00 END - SECTION 101A 5 +35 308 X 858.73 T.J. TEE INV. - 864.28' " NEENAH 2564 BEEHIVE 102 INV. - 863.59' 336 DETAIL 16/14 857.61 857.45 864.97 NEENAH 1642 103 6 +37 366 52' - 38 "x57" CMP 0 1.33% DETAIL 10/14 769.0 1 PAD ELEVATION (ROUGH GRADE) r+ M.J. SLEEVE " 1600 DETAIL 10/14 857.07 ASPHALT PAVEMENT END - SECTION DEBRIS GUARD 105 1 6 +86 BEND 1 DETAIL 10/14 856.53 0 CURB INLET s�%q� 106 1 1 +25 © KICKER BLACK 1 DETAIL 10/14 6 856.53 END - SECTION PROVIDE DEBRIS GUARD 6"x6" AMERITECH PHONE PEDESTAL 1 1 +25 1 151 1 DETAIL 10/14 1 856.05 '1 END - SECTION RIP -RAP 8 �6� CINERGY ELECTRIC BOX ®70 60' X 100' PAD CASING PIPE X 866.9 $6$ G9 STREET SIGN o ! ¢ tart � GAS VALV 1:1 864.8 FL �ARRO X 85 EXIS NTOUR X LO CAMDEN WALK IW ANITARY ANHOLE DEVELOPER SHALL PLUG AND II 5 86 EXISTING USH CAP ALL WELLS ON THE PROPERTY 9 $6 EXISTING TREE X 8 9.8 PROJECT NAME 1REESOALE - 1 PROJECT NUMBER J- 00-027 Dist Map 704/714 Meter Map 6955/704 Tax Code 29003 GO N0 FL CASTING REMARKS 10 300 2 +60 [Lo Pressu Dist LAFAYETTE DETAIL 6/14 \ Drafter KWA Date 31,6100 STORM STRUCTURE D STIR. # LOCATION L vi PTI ELEVA IN O D DOWNSTREAM ELEVATION GO N0 FL CASTING REMARKS TREESDIAL.E CIRCLE 300 2 +60 r 0 DETAIL 6/14 862.48 862.23 6.11 NEENAH 35 L 301 2 +60 14 DETAIL 6/14 862.61 866. 1 NEENAH 3501 TR 300A 2 +60 23 DETAIL 5/14 862.17 862.09 867.10 NEENAH 1642 302 4 +34 14 DETAIL 6/14 859.52 859.27 863.15 ENAH 3501 TL 303 4 +34 14 1 DETAIL 6/14 859.65 863.15 NE AH 3501 TR 302A 4 +34 23 DETAIL 5/14 859.21 859.13 864.20 NEENAH, 1642 304 4 +91 218 DETAIL 10/14 861.50 lb DEBRIS GUARD 305 4 +34 272 DETAIL 6/14_ 861.04 860.79 864.29 NEENAH 2564 BEEHIVE 306A 6 +25 14 DETAIL 18/14 858.31 858.06 862.28 NEENAH 3501 TL 3066 6 +25 14 DETAIL 18/14 857.93 857.68 862.28 NEENAH 3501 TR 306C 7 +43 74 1 DETAIL 10/14 857.00 END - SECTION RIP -RAP 308 7 +94 DETAIL 6/14 857.76 861.02 NEENAH 3501 309 7 +94 14 L14 DETAIL 6/14 857.63 857.56 861.02 NEENAH 3501 310 7 +94 61 DETAIL 10/14 1 857.37 END - SECTION RIP -RAP RETENTION POND 'A' 100 5 +09 3481 DETAIL 10/14 858.05 END - SECTION DEBRIS GUARD 101 4 +89 294 DETAIL 10/14 861.00 END - SECTION 101A 5 +35 308 DETAIL 6/14 858.73 858.65 861.30 NEENAH 2564 BEEHIVE 102 5 +62 336 DETAIL 16/14 857.61 857.45 864.97 NEENAH 1642 103 6 +37 366 DETAIL 10/14 856.53 1 END - SECTION RIP -RAP 104 1 6 +68 1600 DETAIL 10/14 857.07 END - SECTION DEBRIS GUARD 105 1 6 +86 1549 1 DETAIL 10/14 856.53 END - SECTION RIP -RAP UMRED COMMON AREA\DRIVE 106 1 1 +25 133 1 1 DETAIL 10/14 1 856.53 END - SECTION PROVIDE DEBRIS GUARD 107 1 1 +25 1 151 1 DETAIL 10/14 1 856.05 END - SECTION RIP -RAP SEE INDIANAPOLIS WATER COMPANY MAIN EXTENSION STANDARDS AND SPECIFICATIONS TO BE FOLLOWED FOR THE DESIGN OF THE SYSTEM. REFER TO INDIANAPOLIS WATER COMPANY MINIMUM STANDARDS FOR DRAWINGS FOR DEVELOPER INSTALLED MAINS, DATED JULY 1, 1998 RECORD DRAWING SEE PLAN & PROFILE SHEETS FOR TOP OF CASTING , INVERT 1 ELEVATIONS AND LENGTHS OF PIPE. SLOPE PERCENTAGE REPRESENTS A CALCULATED FIGURE BETWEEN POINTS AS SHOWN. HOUSE LATERAL LOCATION, LENGTH, / DEPTH INFORMATION WAS PROVIDED BY THE CONTRACTOR & NOT INCLUDED IN THIS CERTIFICATION THIS SHEET IS FOR SWALE, DETENTION & GRADING AS -BUILT SPOT ELEV. ONLY CERTIFIED THIS - -- DAY OF ----------- 2000 KEELER -WEBB ASSOCIATES Ell H A.L. DeHART, LS STATE OF INDIANA I REGISTRATION No. 29500025 42 ® DEVELOPMENT PLAN t GRAPHIC SCALE zly XX 869.4 EXISTING BUILDINGS AND OTHER ZONED S -1 818 50 899 °1 0 25 50 100 IMPROVEMENTS ON THE PROPERTY x 86 �9 X �y9$� X 85 SHALL BE REMOVED BY THE / DEVELOPER. DEBRIS SHOULD NOT % ' CONNECT EXISTING 10" P 85 6066 X10 TREES, SPIRINKLER- SYSTEMS, / �`' TO RETENTION POND W9M f � FEET) X 1 ` ZONED S -1 \ BE BURIED ON -SITE X / LIGHTING SYSTEMS ••4R SIONS / ANIMAL GUARD PER SUR. DIET. 1 i� = 50 ft. II $ NOTE: \ SHALL BE,,WITHIN iAE R/W OF EXISTING CATCH BAtIN (TO BE REMOVED TO PRE tTN€5 EX. 8" WATER MAIN SEE SHEET No. FO 6'�`�ICAL CROSS- SECTION, LEGEND, \ / J - 98 - 329 l x g0 HOLEY MOLEY, & P CT LOCATION MAP \ \ TOW ROAD W�� HOUT THE a�1 T.O.C. - 858.31' / W 0 8 96� $6592 �� X 88- X 864.7 X $6'1 n $6ti65 _ EXISTING FIE6D_TJLE SHgLC // G5 too 10" PVC WrIN,V.' 854.3526 2 1 1 X FtEV1Ey1% do APPROVAL OF HCHD 1 ;CMP SW;1NV. - 854.35' 9 t'X h \ x PROVIDE 2' of COVER BE, LOCATED & CONNECTED 9 O 22 86 9 �5 x OVER ALL STORM SEWER TO S. RUCTURE #102 OR J S EX. HYD. EX. 16" // >• �0No x$68 y, ! _ �A/��\ ' \ lgp, IN ALL LOACTIONS \ THE RfENTION P ©ND $59 492.3 r� 0 -16159 B.F. / x / x 8yk�� �� L�1r'V . 56' • / 1 %�e�' 4V - DO NO INSTALLlBERM IN _ - ________________ _)______� - - -__-` DO NO INSTALL BERM IN �� x 86� ' \ \ \ R \ A6CESS__OF _2 BEET OVER / I N ACCESS OF 2 FEET OVER % J \ a S{?A:E ;COMMON ' X �� ` �, �� \ I I s LANDSCAPINGPBERMTHRU ARE /� �� P THE TOP OF PIPES iHRUi ® i v /:� COPE %1 LANDSCAPED BERM � , �• Q 25.00 LANDSCAPING BERM APPROXIMATE DIRECTItlN \18 78 I > X , \ 35' D.U.cL.E. 172 77' OF 10" PVC UNDER j1RAIN / ' 136.4 1, --- - - - - -- - _ _ - - / I ;o 4„ W S 8 'S - \ / ,e 55 g�, s N 8'51' 3 �" S �51 9 >� _= O 1.59 - 6h• 8. 161� 't W\ x D_U . &L. E. - - - - - - - �-- - - - ;- �� \ \ \192, ' X \ �� A ROXIMA uDIRECTION I �y"' T- tot -✓ \ .�' R DRAIN I LL -` \ g0 42 R OF 12" CMP UNDER Cp \ / / TO BE REMOVED 105 i 5 I \ \ ^� L x \ \ �`O Q / / \ / DTL 2 0' R'' \ x 8 I tit l r \ 48 e� 1t`Q L $� Z \ e \ \ \ // j7o ., / RIP RAP P 5 1 I W w SEE HO�O STANDARD DET1411_ I o to \ W 94 -18 INSTALLATION OF \ to3 \ ' t� I 07 +J SWALE P DETAIL 14/14 (ENTIRELY 1 \ / \ WITHIN DE & BELOW TOE / \ \ \ // \ APPROXIMATE LIMITS OF STATUTORK,EASEMENT \ OF SLOPE OF LANDSCAPE BERM) \ / I �¢ O'` I I �; ` \ FOR FITCH & JfSSUP REGULATED DRAIN, I ¢ w d O MEASURED;15 FEET FROM CENTERLINE''',OF TILE �. /;,� I U N \ FILL LOT TO ELEVATIONS I LX > 4 I (a ', v'O CO �' 00 \ 1 z I AS SHOWN &COMPACT '� N ( 88 CA TO BE f rf LOCATED 5 J 00 N Gi BUILDING PAD PER O \ G5g' \ �'J a 3�, Z ;W N W \ O SPECIFICATIONS 5 \ x O 6 rN N d } '� O Q1 ?$ N x \ \ 858 5 2 j Q = \ O I 00 Oo 80 (' x �/I x8 Y o^°�` I IN�_� X _ I 11. KEY PLAN 211 ' 05° -'' m co �'' 1 _ '. APPROXIMATE CENTE,PL fE BURIED 16" TILE, AS 1 X \ 6 t�i I -, NOT To SCALE 5 \ 1--- `> 65 ' SCALED FROM -M•AO� PROVIDED BY U.S.D.A. 1 .7 SANITARY MANHOLE MR -211 ; Iw , _ \ � i 899 SOIL CONSER� ATION SERVICE z 6.0 865 0 T.O.C. - 874.34' f' (n W 872 0 I O I / / ^ \\ \ \ 8 PVC N -S INV. - 856.24' ? ¢ / _ ¢ �o \ 46,378 sq ft. ;� 51,471 sq ft. POOL ELEV. 856.53' A a0 O 35,540 sq ft. \ 06 , FILL ELEVATIONS ")0 -YEAR ELEV. _ 57.96' , \ LOT NATION \ ` \ -------- - - - - -- \ \ AS SHOWN & C�1 PACT \ 1 - ELEV. = 858.10' I � // \\ � � 0 YEAR EL 8 BUILBiNG PAD PER \ MIN. Q EEBOARD ELEV = 860.10 �� • yt x 8 6" SAN. LAT. 'i xi i $ $, iP O ,+92, 131' {LON \ �,: \ $ 9 5 1 CIFlCATIONS RETENfi�ON P�P�(D CONTRACTOR TO REMOVE ; 8�2$ \ 6"',sAN. LAT. \ I 8� I \ \ TREES AS DIRECTED BY l X 8� OWNER / DEVELOPER JOB No. 1 SOS SEE IDEBCK8%C13 B 120' - 8" PE DIRECTIONAL BORE I B�? ��" -_SEE L2 9� ,, ` ZONED S -1 ',$� $� �X'$ ' 8�2� x , 0.85, / . O I 1 / 301 3+48, 131',, (LONG) ,50 UILD11, G LINE L IN 10. 115 D.IT& Er - - 9 055' - S� 0900 172 77' COMMON AREA 'A' I(Y, LLC. \ / TR.# 99- 226221 1' / DRAINAGE, UTILITY EASEMENT � \ / 6 SAN. LAT. 0 �06 Ac. - I 1 NSW � / 5+22, 11 NG) 'fCc.f I / -J HYD. �/ / JOB go. 1 \ \ I - 0 -1 try ,ry4?; / \ 860 2 865 7_1 t I 0 8605 x 200 CKY, LLC. INSTR.# 99,- I / 1 1 868$ vi x 4A W ` 45 W r 0 i ` 26 ti O , 'Wil 8 2 I'AP x r CKY, LLC. INSTR.# 99,- 98'x8' TAPPING o 1 i 8" P -- - ro �'• = 8- �/ , �+ 5 CONCRETE WALK E ETAI )/1,) 6 R 28o ,' ��� x 8G9 \ X61.59' 10.128 f c. D.A. RAMP - f SLEEVE o -I - - - Ju 77,050 s ft. \ ® , n EE DETAIL 4/13 o a_ � ' ry q Y / -� /O� \ 60 I , 862 _.I �g 120' - 8" PE DIRECTIONAL BORE ! ', �, 26'_12• Op ;'/ C,4 $+ 4 +00 / 0 5 +06 r✓j; Q / 6" SAN. LAT. \ J ��. �,� 2 +0� O 0.556 C) °/ - I I _ �A +45, 136' (LONG) � o o I- © 2 1 I / \ 8 b' , R I - 1- O 0.571 / / A a SUBDIVISION ENTRANCE i �S o CD Q 7� \ -w\ ( � -L- LOT -Tor -ELrvxTr6Ns a Z• 1ti• 8'1 1 81 L ` �jE 13 - 69X O S DJ Vv ' I AS SHOWN & COMPACT SEE DETAIL 6/13` x t, x N 0� Q C 1L 5 30o n ,� >� / \ % sr ;,A `L I BUILDING PAD PER EES0LE CIRCLE o�URa SEE .�•& S CR WA K ; _ 59�k �`� , r r Rp, , n I / 6'-12' RCP 3o2A v �� \ x SPECIFICATIONS I 18 W,, o osx�8 0 2s -� O 0.5X PVC5% �� O 0.5 0. } �p 5 I O }g V y > "Ati SANITARY MANHOLE MR- •7108 -' 0•SQ,� - ---- " x 8 CONTRACTOR TO REMOVE �N5 ` X �� �� 6" SAN. (LAT. s" SAN. LAT. , A 36• 8 0 1 +s9, 2�9 (LONG) �D CONNECT TO;�CATCH 3 +45, 29' (LONG) " PVC W @1V. _857.;D - p ' �" SEE DETAIL 5/13 ILDING LIRE 'Ig PVC SE;INV. 857.31 l�� O` 18 / o TREES AND PLACE Q to / BASINS 50' BU - I V O 306A 9 �S I - I •�' °` AS DIRECTED BY 1i. p N `` 0,�� OWNER DEVELOPER �9 2. •O �- I 'I ( \ / ' ' / '; \ I m I 4 2�� O / x 8� �Z�� �� $ANITARY MANHOLE MR -210A 13 �6AT. ; - m I ."T ^O.C. - 72.65' EX. HYD. X �' ' %` 8 PVC INV. - ,$55.31 68 1 �? I �� 6 +29; 20' (LONG) I \ " O �s\ 0 867.0 w, ¢" 4? ® - - - -- \ cflO 46 0 -16160 8 PVC IN . - 855.41' Y / 47,107 Sq .ft� i 2;' / i �� TOP OF B NK TO BE 15 FEET o m N' / FROM R/W LINE I 6 t 8x8.6' 65 Ao° 65 xa 6 o J �' / 36 90 -/ s ft I ' ® x a5� • C,4 p O Q '-,- q 44,369 s ft. 115,615 sq' -ft. x ^ O 1. W / 89 z i ` / (Jt o x 8 8 Q y0 ( x 8 ^�° I I �� i �� I X �`� �1 O _ O 66. Crl I SANITARY MAN LE M 210 C 3os\ 3 O 1 \ n Z (n W 8 O 1; T.O.C. - 862.30' ,� Z ' / z M o I I Oo ' I 6" PVC NW INV. esa. 26 0, 5 RIP -RAP PER D; ,tL 5/12 \ 1 t / v Y r1 W Op N I N 8 " PVC S INV. - 8.18' O ��JO, 6 0 W � m oI Z Co I N �_ I i / C• $ o yL / u N I SECTION' 1 - FIL] LOT TO ELEVATIONS / ' � ' O �• X 86 / / I X < ®• U W v AN SHOWN &COMPACT / ti '��• L G d w CY' O I BUILDING PAD PER 0rO , �� �? TYPICAL SSD� STUB FROM i v 8 - I I 1 I SPECIFICATIONS / ��. Q1 3 5 1 CATCH SIN TO EACH LOT \\ Q ¢ 8 3 -t cc _ yj ' I I APPROXIN(ATE LOCATIO OF G �' / N PIPELINE ED UPON MARKER ;% U� - - / y6 2to O fTl I I 1 / cA PROM VALLEY CURB °o � z O / I ® P,.RIVA DRIVE ENTRANCE LOT 9 & 10 - SANI ?AR CONNECTION \ / GPS EX. 16" WATER MAIN ��• k - z I / J - 98 - 329 0� �j SEE HCSO STANDVM,PETAIL ° i' T\ / GAS vnP r \ I X GRIN DER t,J f ""- � N ' 94 -18 FOR INSTALLAT10Pl,OF it 1 I / � '� \ -- - - - - ---- _ -- - ----- SEE DETAI S SHT 13 PROVIDE EA. LOT W U LE `�� STONE LL WITH PUMP BY BUILDER SWALE PER DETAIL 14/14'( TIRELY i DO NO INSTjLL BEM IN {� ?� !" PT B+ `.O7 STEEL EN Y GATE ( Z•'� % -------- O W O /'V p� 1 ® PER OWNER OPPOSITE / v / \ Vi WITHIN D.U.&L.E. & BELOW TOE, ® I I ACCESS OF I2 FEET;OVER ct �\ i ) N• OF SLOPE OF LANDSCAPE BERM I THE ;TOP 00, PIPES ;THRU �^ "� O m . ' HAND OF WALL DTL. ; PVC \ - y� 1 3 .0 r 2 2$ / S SANITARY MANHOLE MR -210 0 p U I LANDSCAPING BERM. �/ X64.0 m% _ > 5 0 ON SHEET 20 \ \ 9k20, / ,\ \ G?____- ____- - --- -- -__ - / 4% T.O.C. - 870.49' > 0 83 I � / 8' PVC N -S INV. - 854.26' o a 0' O Q _J lr) �C tos / \ \ GAS �' r ' 8" PVC NE INV. - 854.36' / _ - 0 - - - - - - - I - \ N 2� 39395 sq ft. I NEW HYD. PS I a" / -- -"- - D.U.& L.E. 3os �,2! X889 SANITARY,' MANHOLE MR -210D O 0 -19615 �� G ----------- - - - --- �% r� \ VJ X 0`\�7`� ® 8 I f \ T.O.C. 862.75' I o �f / GPS - - Z 175.00 8" PVC NINV. - 858.89' &1.0 - - - - SANITARY MANHOLE MR -209A 144.75 2" JE q INV. - 858.99' o 124.8 8 N �,� ' x / T.o.c. - s7o.2T W , ,� N 88'51'34 E rt SG 0, 4 \� Z� 6" SAN. LAT. j'I � % S 88'511%0 / \ �9 25' D. & U.E. 8" PVC N -S INV. - 853.92' ' S 88"5.3 g a 9 +2Q 30' (LONG) GPS O ,O % LANDSCAPED BERM o� g 315.ew 5 U. &LE:, EX. 16 "x6" TEE ' O C ON AREA 'D3 L ��QS J a & CAP WELLS PER HE TH 19 o O+IO� I c I +00,' N / IGpS 85�', N O 888 tt� ' X OPEN SPACE �NII - 0 w z DEPT.; REQUIREMENTS - �° pS 1 2 0 / 8'51'16" 60 e• _ i o °ao /� COMM AR A 6 0 ---- - - - - -- / /� Xe C ,' (� I''` 4Y 6 EX/ LUG / a� 50.0 ®� g�• ; I as' ° - - /' O EX, BOA---' - ' -- -- $ - SfJ1'24" W - X' 6' I 8 '` I o z in P s - - -� --- - R6E30S€� 6�`GAS PTPELIf�EASLMEtdT -$ER 9 S CL EX. IC EIS sTONE CAMDEN WALK ASPHALT EXISTING BAP.N of W "201.65 / 5 '' w I ,�' m N ' - S / x JOB No. 2 ON RACITOR TO PROVIDE M.B. 31, PG. 121 AND M.B. M.B.1; PG 278 - 280 8626 ' NOT INCLUDED II / _ / \ JOB No. 1 GA REDO ER / PRECISE. LOCATION AND ;tNIDTH OF �A�EMENT X a> VW�� KENNETH &HELEN STEPHENS X 3" PE 240' THE R TECTIVEr FENCING i I ' `. I IS CURRENTLY UND D. ` � o ' ___�- 81 VALVE / ------ - - - - -- 6" PVC 68' � BOOK 170, PG. 46 z ni �'� 6" RO N CANOPY; OF EES � RRE EFINi= '� ', / 8'x6' GAS HR UGH ST C U' \ REDUCER LINE S 5 ` 6'x5fy // r GPS o 8 i .N. FXICTINr Pnl F R.ARN A c AA � z z g _o (n z &) v) V) U) o w 0' z z Ln 0_ , U O o N D E,> Lo X w L CK � X of L1 o w � o- tr > o W a-, _ U O U U � X t¢- V) = > > V) U) w Q a0 N r N N N N -q- L0 � IIIIIIII w IIIII o TO � V1 � N M !� d W0 N o I o v7 Ld �.> Q �Ld Z o z W y Z 0 Q J W 0_0 :2 uJ 00 U co 0 toO� 1 � y O O 0�� - at rZ-•i Gt. CQ am w � � b m M L) �1 L� co Z CL z z �1 LJ 03 l 3 z `t ` l N U a O '~l 0 z Ld • 0 Lu W �j U 3 cc E� (- co V DRAWN BY: PAW CHECKED BY: ALD PROJECT No. 9905 -008 SHEET No. 3 ` 45 W i ` 26 ti O , 'Wil 8 2 I'AP X8 22122 ' �6 �9 98'x8' TAPPING o 1 i 8" P -- - ro �'• = 8- �/ , �+ 5 CONCRETE WALK E ETAI )/1,) 6 R 28o ,' ��� x 8G9 \ X61.59' 10.128 f c. D.A. RAMP - f SLEEVE o -I - - - Ju 77,050 s ft. \ ® , n EE DETAIL 4/13 o a_ � ' ry q Y / -� /O� \ 60 I , 862 _.I �g 120' - 8" PE DIRECTIONAL BORE ! ', �, 26'_12• Op ;'/ C,4 $+ 4 +00 / 0 5 +06 r✓j; Q / 6" SAN. LAT. \ J ��. �,� 2 +0� O 0.556 C) °/ - I I _ �A +45, 136' (LONG) � o o I- © 2 1 I / \ 8 b' , R I - 1- O 0.571 / / A a SUBDIVISION ENTRANCE i �S o CD Q 7� \ -w\ ( � -L- LOT -Tor -ELrvxTr6Ns a Z• 1ti• 8'1 1 81 L ` �jE 13 - 69X O S DJ Vv ' I AS SHOWN & COMPACT SEE DETAIL 6/13` x t, x N 0� Q C 1L 5 30o n ,� >� / \ % sr ;,A `L I BUILDING PAD PER EES0LE CIRCLE o�URa SEE .�•& S CR WA K ; _ 59�k �`� , r r Rp, , n I / 6'-12' RCP 3o2A v �� \ x SPECIFICATIONS I 18 W,, o osx�8 0 2s -� O 0.5X PVC5% �� O 0.5 0. } �p 5 I O }g V y > "Ati SANITARY MANHOLE MR- •7108 -' 0•SQ,� - ---- " x 8 CONTRACTOR TO REMOVE �N5 ` X �� �� 6" SAN. (LAT. s" SAN. LAT. , A 36• 8 0 1 +s9, 2�9 (LONG) �D CONNECT TO;�CATCH 3 +45, 29' (LONG) " PVC W @1V. _857.;D - p ' �" SEE DETAIL 5/13 ILDING LIRE 'Ig PVC SE;INV. 857.31 l�� O` 18 / o TREES AND PLACE Q to / BASINS 50' BU - I V O 306A 9 �S I - I •�' °` AS DIRECTED BY 1i. p N `` 0,�� OWNER DEVELOPER �9 2. •O �- I 'I ( \ / ' ' / '; \ I m I 4 2�� O / x 8� �Z�� �� $ANITARY MANHOLE MR -210A 13 �6AT. ; - m I ."T ^O.C. - 72.65' EX. HYD. X �' ' %` 8 PVC INV. - ,$55.31 68 1 �? I �� 6 +29; 20' (LONG) I \ " O �s\ 0 867.0 w, ¢" 4? ® - - - -- \ cflO 46 0 -16160 8 PVC IN . - 855.41' Y / 47,107 Sq .ft� i 2;' / i �� TOP OF B NK TO BE 15 FEET o m N' / FROM R/W LINE I 6 t 8x8.6' 65 Ao° 65 xa 6 o J �' / 36 90 -/ s ft I ' ® x a5� • C,4 p O Q '-,- q 44,369 s ft. 115,615 sq' -ft. x ^ O 1. W / 89 z i ` / (Jt o x 8 8 Q y0 ( x 8 ^�° I I �� i �� I X �`� �1 O _ O 66. 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IC EIS sTONE CAMDEN WALK ASPHALT EXISTING BAP.N of W "201.65 / 5 '' w I ,�' m N ' - S / x JOB No. 2 ON RACITOR TO PROVIDE M.B. 31, PG. 121 AND M.B. M.B.1; PG 278 - 280 8626 ' NOT INCLUDED II / _ / \ JOB No. 1 GA REDO ER / PRECISE. LOCATION AND ;tNIDTH OF �A�EMENT X a> VW�� KENNETH &HELEN STEPHENS X 3" PE 240' THE R TECTIVEr FENCING i I ' `. I IS CURRENTLY UND D. ` � o ' ___�- 81 VALVE / ------ - - - - -- 6" PVC 68' � BOOK 170, PG. 46 z ni �'� 6" RO N CANOPY; OF EES � RRE EFINi= '� ', / 8'x6' GAS HR UGH ST C U' \ REDUCER LINE S 5 ` 6'x5fy // r GPS o 8 i .N. FXICTINr Pnl F R.ARN A c AA � z z g _o (n z &) v) V) U) o w 0' z z Ln 0_ , U O o N D E,> Lo X w L CK � X of L1 o w � o- tr > o W a-, _ U O U U � X t¢- V) = > > V) U) w Q a0 N r N N N N -q- L0 � IIIIIIII w IIIII o TO � V1 � N M !� d W0 N o I o v7 Ld �.> Q �Ld Z o z W y Z 0 Q J W 0_0 :2 uJ 00 U co 0 toO� 1 � y O O 0�� - at rZ-•i Gt. CQ am w � � b m M L) �1 L� co Z CL z z �1 LJ 03 l 3 z `t ` l N U a O '~l 0 z Ld • 0 Lu W �j U 3 cc E� (- co V DRAWN BY: PAW CHECKED BY: ALD PROJECT No. 9905 -008 SHEET No. 3