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Home My WebLink About06010010.20I OFFICE OF THE HAMILTON COUNTY SURVEYOR —1 STRUCTtJRE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS I CURB CASTING SIZE LESS THAN 46" GREATER THAN QUALITY OF REQUIRED CASTING 1 -3501 TL (INCHES) I FROM T/C TO 48" FROM T/C PIPES WILL j BUTYL RUBBER •R -350th 0 TH INVERT TO INVERT REQUIRE _.�new� I. 4 S" MINIMUM i UNCHESi qo-- '57d 1 21 7 1 t SPECIAL DESIGN , O,�TLET',\, Iz, MIN 12 TO 111 24 X 24 UP TO 60 DEG R BUTYL RUBBER _7[!�42" DESIGN No i YES YES -3,, 4 1 30 X 30 APPROVAL DESIGN -- NO .... ... TYPICAL 801, 12433"_ GREATER THAN 45 TO 90 DEG J 4 12 TO 21 YES YES q GE0TFX11I,F MAT SHALL EXTEND RENO MATTRESS - ------------ CONCRETE REDUCER CAP 15 1, APPROVAL YES YES 18 TO 2T MH/BOX DESIGN _ YES ASTM C-478 TOP OF BANK OVAL 51 S,:, r P 4NORMAL POOL 77 SLCYE BE ALLOWED IN MANHOLE -O-RING CASKET, NON- 4—DIA. "F"" ASPHALTIC MAST OR MASTIC C 7 ,3 �QE Ui' bl' j BUTYL RUBBER 11 MIN. OVER BETWEEN JOINTS DESIGN No i NO YES 12 TO 38 X 36 6 X 36 �RM 11 1-WER R.C.P. ST'11 _AP P RO V A L DESIGN fi BENCH WALLS AT MINIMUM PER FOOT SLOPE. T')F OF �;T OPP - --------- - - - - -- BENCH TO BE CONSTRUCTED 72 TO SPRING LINE OF PIPE. I 7 1,1 p. 4 YES YES J. 9 0_1 8" 3" MIN 1 APPROVAL (DRAWING NOT TO SCALE) ONE COMPLETE UNIT OF PRECAST CONCRETE MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE 24 OR LARGER DESIGN APPROVED - - -- DESIGN NO NO YES APPROVAL APPR.OVALI 4 NO R.FPA_-,� rIiRcuOjj TSTLL 3L ALLOWFI) REVISED - IJAN 2,;0_0 _ 24 OR LARGER BOX - N F DESIGN 0-4 YES fl_lR\Tll,'Y0l,)',`� OF,'FIrr, KEN70N -.`WARD HAM-_T SURVEyoI, DATE DATE APPROVAL I PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. +* * SPECIAL NOTE STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN Is APPROVED. SPECIAL NOTE: STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTE COUNTY MAY REQUIRE STEPS TO 13E INSTALLED AFTER STRUCTURE IS SET,TO IMPROVE ACCESS, HAMILTON COUNTY NTY SURVEYOR'S OFFICE REVISED -1 FEB 2002 STANDARD PLAN APPROVED!--- KENTON C. Val), HAMILTON XOUNTY SURVEYOR D-18 5: -C SIDE PROFILE STEEL ALL T R E G� MIN. DIAMETER OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE—, PROPOSED GRADE 17-7-71 E I E:__ UNDERCUT SWALE BY 0.2 T � -1 IL, 0 FOR FUTURE S! L'T I NC UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1,/ SLOPE EXISTING GRADE----7 3 (M I N.) T_ 3 (MIN.) .44 PROPOSED GRADE El I UNDERCUT SWALE 14Y 0 F_k I I I= 4 TO ALLOW FOR FUTURE SILT.. ob�) 0 )0 M�Poljoo 11 F! 11-1 11— 'a GRAVELf 0 00 0 0 00 D 0 SUBSURFACE DRAIN tSSD)PI?E WITH MINIMUM 0.5/ GRADIENT. SEE DEVELOPMENT PLAN FOR SIZES t6 MINIMUM) AND INVERT ELEVATIONS TYPICAL SWALE DETAIL (DRAWING NOT TO SCALE, HAMILTON COUNTY SURVEYOR'S OFFICE 4z REVISED 1 FEB 2002 / STANDARD PLAN T. APPROVED: I� KENTON C WARDiAMILTO6. T SURVEYOR D OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME STANDARD AND COVER AS ['NDL'.?�,N`ATER TITSCHA__�',GE NOT ALLOWED SPECIFIED FOR PIPE SIZES 24" TFIRU 66" 15' MIN. PRECAST CONCRETE ADJUSTER RINGS ;F 2' FREEBOARD MIN NEEDED t 12 INCHES OF RINGS MAXIMUM). NON-ASPHALTIC 24' MASTIC OR DIAMETER BUTYL RUBBER STANDARD PRECAST MANHOLE CAP OR CONE SEAL BETWEEN r. JOINTS _.�new� I. 4 S" MINIMUM --4' DIAMETER 51, MINIMUM qo-- '57d 1 21 7 1 t MANHOLE PIPE ��PfPE TURNS , O,�TLET',\, Iz, MIN 961, 'ATER .6 To "D G' 48, GREATER THAN DE NON- ASPHALTIC MASTIC 9"" �_111. 96" Z7 o qp UP TO 60 DEG R BUTYL RUBBER _7[!�42" XE,ITI)N7�C WARD i M;L'70N COUNTY SURVEYOR DATE L BETWEEN JOINTS 84" GREATER THAN 45 TO 90 DEGI �4" ✓ 7-lj' G R A 1) E D 0 9 GFADf'D 7- 8 481, TURNS UP TO 45 DEG I -3,, 4 1 � P TO 45 DEG 181* 101, 3336" STRAIGHT THRU GABIAN BASKET 0- GABIAN BASKET .... ... TYPICAL 801, 12433"_ GREATER THAN 45 TO 90 DEG J 4 FULL HEIGHT MANHOLE TOP v j r w —STEPS AS SPECIFIED q GE0TFX11I,F MAT SHALL EXTEND RENO MATTRESS - ------------ CONCRETE REDUCER CAP 15 1, 6" ALL THE WAY APOUND THE 72- — PERIMETER OF THE REND MATYRL�3:: CROSS SECTIO'.", 1 NOTE 21 j,"? Z, -MANHOLE CONFORMS TO OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE—, PROPOSED GRADE 17-7-71 E I E:__ UNDERCUT SWALE BY 0.2 T � -1 IL, 0 FOR FUTURE S! L'T I NC UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1,/ SLOPE EXISTING GRADE----7 3 (M I N.) T_ 3 (MIN.) .44 PROPOSED GRADE El I UNDERCUT SWALE 14Y 0 F_k I I I= 4 TO ALLOW FOR FUTURE SILT.. ob�) 0 )0 M�Poljoo 11 F! 11-1 11— 'a GRAVELf 0 00 0 0 00 D 0 SUBSURFACE DRAIN tSSD)PI?E WITH MINIMUM 0.5/ GRADIENT. SEE DEVELOPMENT PLAN FOR SIZES t6 MINIMUM) AND INVERT ELEVATIONS TYPICAL SWALE DETAIL (DRAWING NOT TO SCALE, HAMILTON COUNTY SURVEYOR'S OFFICE 4z REVISED 1 FEB 2002 / STANDARD PLAN T. APPROVED: I� KENTON C WARDiAMILTO6. T SURVEYOR D OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME STANDARD AND COVER AS ['NDL'.?�,N`ATER TITSCHA__�',GE NOT ALLOWED SPECIFIED FOR PIPE SIZES 24" TFIRU 66" 15' MIN. PRECAST CONCRETE ADJUSTER RINGS ;F 2' FREEBOARD MIN NEEDED t 12 INCHES OF RINGS MAXIMUM). NON-ASPHALTIC 24' MASTIC OR DIAMETER BUTYL RUBBER STANDARD PRECAST MANHOLE CAP OR CONE SEAL BETWEEN r. JOINTS _.�new� I. 4 S" MINIMUM --4' DIAMETER 51, MINIMUM qo-- '57d 1 21 7 1 t MANHOLE PIPE ��PfPE TURNS , O,�TLET',\, Iz, MIN 961, 'ATER .6 To "D G' 48, GREATER THAN DE NON- ASPHALTIC MASTIC 9"" �_111. 96" Z7 o qp UP TO 60 DEG R BUTYL RUBBER _7[!�42" XE,ITI)N7�C WARD i M;L'70N COUNTY SURVEYOR DATE L BETWEEN JOINTS 84" GREATER THAN 45 TO 90 DEGI �4" ✓ 7-lj' G R A 1) E D 0 9 GFADf'D 7- 8 481, TURNS UP TO 45 DEG I -3,, 4 1 � P TO 45 DEG 181* 101, 3336" STRAIGHT THRU GABIAN BASKET 0- GABIAN BASKET .... ... TYPICAL 801, 12433"_ GREATER THAN 45 TO 90 DEG J 4 FULL HEIGHT MANHOLE TOP v j r w —STEPS AS SPECIFIED q GE0TFX11I,F MAT SHALL EXTEND RENO MATTRESS - ------------ CONCRETE REDUCER CAP 15 1, 6" ALL THE WAY APOUND THE 72- — PERIMETER OF THE REND MATYRL�3:: CROSS SECTIO'.", 1 NOTE 21 j,"? Z, -MANHOLE CONFORMS TO ASTM C-478 TOP OF BANK -No BRICK OR BLOCK WILL 51 S,:, r P 4NORMAL POOL 77 SLCYE BE ALLOWED IN MANHOLE -O-RING CASKET, NON- 4—DIA. "F"" ASPHALTIC MAST OR MASTIC C 7 ,3 �QE Ui' bl' j BUTYL RUBBER 11 MIN. OVER BETWEEN JOINTS 1 3/4 HIGHEST PIPE PREFORMED HOLE TO MAXIMUM 11—CENTER LINE OF PIPE OF PIPE O.D. - 8" WITH �RM 11 1-WER R.C.P. ST'11 NON-SHRINK CEMENT GROUT fi BENCH WALLS AT MINIMUM PER FOOT SLOPE. T')F OF �;T OPP - --------- - - - - -- BENCH TO BE CONSTRUCTED 72 TO SPRING LINE OF PIPE. 7 1,1 p. 4 31, MIN J. 9 0_1 8" 3" MIN MIN. (DRAWING NOT TO SCALE) ONE COMPLETE UNIT OF PRECAST CONCRETE MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE PLAN VIPW REVISED _L_FEB _2002 APPROVED - - -- STANDARD PLAN D-21 ENTON C.WA OR ,JtV, H4,MLLTON COYNTY 9 -Y W IF 2 COATF OP ALUMNI A. FAINI OFFICE OF THE Ifl_VfIT0, kl 0 P Tl 0 N' 3 ['NDL'.?�,N`ATER TITSCHA__�',GE NOT ALLOWED OFFICE OF THE HAMILTON COUNTY SURVEYOR 15' MIN. HANK ARNMORMENT AT M.-TLET PIPE 2' FREEBOARD MIN I .aFa � I „ :.- };R71- IN OPEN CHANNELS T I T I j B^11 'A _TOP O`F BANK __,__ TOP OF BANK SPILLWAY �MIN AT 100 YEAR r. _.�new� I. 4 3' MIN 31 MIN. 7� qo-- '57d 1 21 7 1 t 1— —WIDTH VARIES- , O,�TLET',\, Iz, MIN "ANDARD PLAN Z7 o qp GEO-TF (z EO -T I LEI MA M —A7- XE,ITI)N7�C WARD i M;L'70N COUNTY SURVEYOR DATE 4 3/ ✓ 7-lj' G R A 1) E D 0 9 GFADf'D 7- -3,, 4 1 I B RIPRAP N 1 R:PRAP IN 3_1 GABIAN BASKET 0- GABIAN BASKET J 4 TOP v j r w 4 q GE0TFX11I,F MAT SHALL EXTEND RENO MATTRESS 15 1, 6" ALL THE WAY APOUND THE 72- — PERIMETER OF THE REND MATYRL�3:: CROSS SECTIO'.", 1 21 j,"? Z, -CONCRETE II LA LA DA AL,. TOP OF BANK 51 S,:, r P 4NORMAL POOL 77 SLCYE 5/6 4 C 7 ,3 �QE Ui' bl' j 1 3/4 - - - - - - - - - - -- --) ` I - - - - - - - - - - - - - - - - - - - - - 11—CENTER LINE OF PIPE �RM 11 1-WER R.C.P. ST'11 i 7� j, ,Plpe 3,4 - ---- -T---- - - -- -- 3 4 �4 T')F OF �;T OPP - --------- - - - - -- 72 j 7 1,1 p. 4 J. 9 0_1 TOP CFBANK N OTES I _3ARS P, P�TFI ARE �;TELi PLAN VIPW 2. BARS PLATES,' PIPIE ,DRAWING N01' 1,) -SCALE) W IF 2 COATF OP ALUMNI A. FAINI IIAMILTONT CD U N T Y S U R V E Y 0 RS 0 FFT C E 3 BOLT:' ARP GALVINIZEL, REVISFT� 4 NO R.FPA_-,� rIiRcuOjj TSTLL 3L ALLOWFI) REVISED - IJAN 2,;0_0 DRIP GUARD HALL fff,' ;l_NU) dAB` F STANDARD PLAN :91,_AWING NCT I) 0-4 HAMILTON COUNTY fl_lR\Tll,'Y0l,)',`� OF,'FIrr, KEN70N -.`WARD HAM-_T SURVEyoI, DATE DATE ��TA N D A P 1) PL AN 1. OFFICE OF THE flAIMILTON COUNT)- -6' STEEL "T" FENCEPO�---, tf�,r temporary protec',1,1�• SET FI,USjj W/FINISII GRADE EAST JORDAN ':ASFIN(; 7570 OR EqUAL CONCRETE BASE L P WASHED C-AVvI. IjI Z G RO D, < > CAP Dr,OECTTON 0 F FT W 6, 6' TEE ml 24" St'13SURFACE DRAIN (":_�S.D) RLS R 1) ET 2\. I L 6)'tAWTNC NCI' TO :,'ALT,, ICI T:L I T A M I LT 0 N C 0 t! NT Y U; R V E Y 0 I'_? ''S OFF 1_1 'AN 2"DO S,TAINDARD PLAN __ 1- All P R 0 V E'17): — KENT O, T F ,., ANAwP775lIAW)!T COUNTY SURVEYOR (-OTt OFFICE 0 F -l'H E HA _N1 T. LTO N 1, �_;NTY SURVEYOR STEEL PENCE •'T"l POST NOTE ry EXTE'NSION TO BE SECURED TO �4TEFL POST IN 2 LOCATIONS CAP TAPE TEMPORARY EXTENSION ABOVE GROUND TC BE REMOVED UPON CONNEC-110N TO HOUSE ALI, MEASUREMENTS` TO BE MEASURED FROM BACK OF C,JRB z, —EXTEN 510N SECURED TF EXTENSION IS NOT UTILIZED, IT IS TO 13E TO STEEL, POST CAPPED BELOW GROUND LEVEL. PROPOSED LATERAL LOCATIONS SHALL BE STAMPED GRA DL ------ ON CURB. iSEE CURB STAMP DETAIL) x rl A\/ 7 r lb -8 WASHRD GRAVEL OR CLASS "A' WASHLB ij 7T Q_ 0 �4 C6� REDUCING T REQUIRED A MINIMUM SLOPE 0.307--* MlNfM61f SSD--- M; N 18” MAX—.j MINIMUM 6" SUB SURFACE DRAIN 1) - P711: DIAMETER TYPICAL SSD LATERAL '0 INDIVIDUAL LOTS ALONG STREETS '.DRAWING NOT TO SCALE) I-TAMILTO-N (701.TNTY SURVEYOR'S OFFICE REVISED _1 JAN 2000_ `NjAR PLAN APPROVED 434f�j 0o D KENTG, WARD, A IL ON C OUNT° DATE 0T-'F._'E CIF THE HA_,\4lLTON N r C 0 U � TY S UR VE Y 0 kl 0 P Tl 0 N' 3 ['NDL'.?�,N`ATER TITSCHA__�',GE NOT ALLOWED OFFICE OF THE HAMILTON COUNTY SURVEYOR 15' MIN. HANK ARNMORMENT AT M.-TLET PIPE 2' FREEBOARD MIN I .aFa � I „ :.- };R71- IN OPEN CHANNELS 'av -;L^IF-cItIE., 10' SAFEIY _TOP O`F BANK __,__ TOP OF BANK SPILLWAY �MIN AT 100 YEAR al I- SE OUTLET OPTION 3 :SODDED AREA 3' MIN 31 MIN. 'I, PIWING NOT 10 SCALE) SECTION 1— —WIDTH VARIES- H. O,�TLET',\, Iz, MIN "ANDARD PLAN R C I' STORV S I, E I-,' NORMAL FOQL 5 GEO-TF (z EO -T I LEI MA M —A7- XE,ITI)N7�C WARD i M;L'70N COUNTY SURVEYOR DATE ✓ 7-lj' G R A 1) E D 0 9 GFADf'D 7- I B RIPRAP N 1 R:PRAP IN GABIAN BASKET 0- GABIAN BASKET t 01:ON:; FOR END z�FT!,:N'S NOTCH RIP -RAP INTO q GE0TFX11I,F MAT SHALL EXTEND RENO MATTRESS TCE 'PLATE SLOPE AS SHOWN 6" ALL THE WAY APOUND THE "PRE AS- w.NCHUR USE RENO MATTRESS C PERIMETER OF THE REND MATYRL�3:: CROSS SECTIO'.", 1 C 1).14 - I-RETE -CONCRETE II LA LA DA AL,. TOP OF BANK 51 S,:, r P 4NORMAL POOL 77 SLCYE "ODDED �3E� C 7 ,3 �QE Ui' bl' j RCS3 C' TA I*CHE - - - - - - - - - - -- --) ` I - - - - - - - - - - - - - - - - - - - - - 11—CENTER LINE OF PIPE �RM 11 1-WER R.C.P. ST'11 i 7� ?:P-RAP RENO MAT7RE�3S T')F OF �;T OPP - --------- - - - - -- Z// 0 TOP VIEW TOP CFBANK ]--I A IK F� OUTLET DETAIL FOR I\_E CROS'S - SECTION OPTION PLAN VIPW 1*31 ,DRAWING N01' 1,) -SCALE) (DRAWING NOT TO SCALE, IIAMILTONT CD U N T Y S U R V E Y 0 RS 0 FFT C E , Ff A T� I I L T o i,: TrT sT'lj7TY,5RS or FILE, REVISFT� REVISED - IJAN 2,;0_0 STANDARD PLAN STANDARD PLAN APPPM7F 4 A - c-o �NCO�,_NTY 0-4 N-C.1wUMI-7 KEN70N -.`WARD HAM-_T SURVEyoI, DATE DATE (-OTt OFFICE 0 F -l'H E HA _N1 T. LTO N 1, �_;NTY SURVEYOR STEEL PENCE •'T"l POST NOTE ry EXTE'NSION TO BE SECURED TO �4TEFL POST IN 2 LOCATIONS CAP TAPE TEMPORARY EXTENSION ABOVE GROUND TC BE REMOVED UPON CONNEC-110N TO HOUSE ALI, MEASUREMENTS` TO BE MEASURED FROM BACK OF C,JRB z, —EXTEN 510N SECURED TF EXTENSION IS NOT UTILIZED, IT IS TO 13E TO STEEL, POST CAPPED BELOW GROUND LEVEL. PROPOSED LATERAL LOCATIONS SHALL BE STAMPED GRA DL ------ ON CURB. iSEE CURB STAMP DETAIL) x rl A\/ 7 r lb -8 WASHRD GRAVEL OR CLASS "A' WASHLB ij 7T Q_ 0 �4 C6� REDUCING T REQUIRED A MINIMUM SLOPE 0.307--* MlNfM61f SSD--- M; N 18” MAX—.j MINIMUM 6" SUB SURFACE DRAIN 1) - P711: DIAMETER TYPICAL SSD LATERAL '0 INDIVIDUAL LOTS ALONG STREETS '.DRAWING NOT TO SCALE) I-TAMILTO-N (701.TNTY SURVEYOR'S OFFICE REVISED _1 JAN 2000_ `NjAR PLAN APPROVED 434f�j 0o D KENTG, WARD, A IL ON C OUNT° DATE OFFICE OF THE HAMILTON COUNTY `t;RVEYOR LAKE CROSS—SECTIONS kl 0 P Tl 0 N' 3 OFFICE OF THE HAMILTON COUNTY SURVEYOR 15' MIN. HANK ARNMORMENT AT M.-TLET PIPE 2' FREEBOARD MIN IN OPEN CHANNELS EM-RGFNCY _TOP O`F BANK __,__ TOP OF BANK SPILLWAY AT 100 YEAR al I- SE OUTLET OPTION 3 jI 3' MIN 31 MIN. 'I, PIWING NOT 10 SCALE) HAMILTO\N r_Ot_NTY SURVEYOR'S 1— —WIDTH VARIES- JAN 2001) O,�TLET',\, Iz, MIN "ANDARD PLAN A P P PO V ED: GEO-TF (z EO -T I LEI MA M —A7- XE,ITI)N7�C WARD i M;L'70N COUNTY SURVEYOR DATE ✓ 7-lj' G R A 1) E D 0 9 GFADf'D 7- I B RIPRAP N 1 R:PRAP IN GABIAN BASKET 0- GABIAN BASKET q GE0TFX11I,F MAT SHALL EXTEND RENO MATTRESS 6" ALL THE WAY APOUND THE PERIMETER OF THE REND MATYRL�3:: CROSS SECTIO'.", 1 TOP OF BANK C 7 ,3 �QE Ui' bl' j - - - - - - - - - - -- --) ` I - - - - - - - - - - - - - - - - - - - - - 11—CENTER LINE OF PIPE i 7� T')F OF �;T OPP - --------- - - - - -- 0 TOP CFBANK PLAN VIPW ,DRAWING N01' 1,) -SCALE) IIAMILTONT CD U N T Y S U R V E Y 0 RS 0 FFT C E REVISFT� STANDARD PLAN APPPM7F 4 A - c-o �NCO�,_NTY 0-4 KEN70N -.`WARD HAM-_T SURVEyoI, DATE I OFFICE OF THE HAMILTON COUNTY `t;RVEYOR LAKE CROSS—SECTIONS kl 0 P Tl 0 N' 3 EASEMENT 15' MIN. 2' FREEBOARD MIN �Z EM-RGFNCY SPILLWAY AT 100 YEAR al I- SE OUTLET OPTION 3 jI 'I, PIWING NOT 10 SCALE) HAMILTO\N r_Ot_NTY SURVEYOR'S T C O�,�-FL JAN 2001) "ANDARD PLAN A P P PO V ED: S XE,ITI)N7�C WARD i M;L'70N COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTNY' (7) 1:21 ANCHO.,,. FOR CONCRETE END S EE C 11"I TOP VIEW r/ -------- --------- _4.: f STEEL NUTS & HASHERS END PROFILE I STEEL I ALL THREAD BOLT HOOKS I' LONG LX X WIDTH OF END SECTION ALLTHREAD SPACING TO BE TWO PER FOOT EX: 12" END SECTION • 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD SCALE); HAMILTON COUNTY SURVEYOR'S F F V -(JA,o oa APPROVED: 4 1 KEN TAM C. WARD,,AAUILTON COUNTY —suRvEyoi— DATE IF lull N 0000075 O C,t STATE OF '/VDIA 111111111111111 , A DATE: 12/30/05 iNIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLL.S`._ 'NELI_E,'__IUAl - PROPERTY OF THE SOHNECE�; CORPORATION, AND ARE NOT TO BE USED �r RE 7 RODUC;C1, I N WHOLE OR IN PART, WITHOIC' HF WRI7 ',",NSENT OF THE SCHNEJDE- CORPORATION. K tics r�_7z D. PY THE SCHNE-;DER CDR_ E_ mil= i 5 _r(- hitectijre _nvI m 'ronentai Engineering Geotechniccl Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Is I tj 4 7 NO' R CORPORATIC" j! L: 7 �4 DATE: PROJECT NO.: 12/30/05 1238.1501 DRAWN BY: CHECKED BY: DrIlC �HEE- rlTl.E: EAMT'TON COUNT Ll ly HTAILS - ---------- C 8 0 6 F,"W 6' li Ip kl al N 0000075 O C,t STATE OF '/VDIA 111111111111111 , A DATE: 12/30/05 iNIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLL.S`._ 'NELI_E,'__IUAl - PROPERTY OF THE SOHNECE�; CORPORATION, AND ARE NOT TO BE USED �r RE 7 RODUC;C1, I N WHOLE OR IN PART, WITHOIC' HF WRI7 ',",NSENT OF THE SCHNEJDE- CORPORATION. K tics r�_7z D. PY THE SCHNE-;DER CDR_ E_ mil= i 5 _r(- hitectijre _nvI m 'ronentai Engineering Geotechniccl Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Is I tj 4 7 NO' R CORPORATIC" j! L: 7 �4 DATE: PROJECT NO.: 12/30/05 1238.1501 DRAWN BY: CHECKED BY: DrIlC �HEE- rlTl.E: EAMT'TON COUNT Ll ly HTAILS - ---------- C 8 0 6 F,"W 6' li