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HomeMy WebLinkAbout04110023.111 i i i i E 0_ Ln 0 I to 0 a N N 0 a 0 0 ry 0 a- m Q c 0 0 cD M 0 cfl Ln U z 3 Q E1r 0 n tY O U W ,r 0 U c0 r� 0 cfl U a� 0 L_ d 0 L6. 710.01' 00'25'34" E LEGEND SYMBOL 0 0 0 O V DESCRIPTION _______ ______ -__ __________________ -NO L ;vE �W 1/-4- -- -- --------------------- --------- - - - - -- 131ST STREET ----------------- -- o - E 131ST STREET O 88'¢2'47" E 895.02' _ - - - - - 1 _ - - - ' , .-� S $4'01' I- - -- r _ - _ - - (6) 1 1 1 1 1 1 1 1 l u I i T- o r 1 `A PROPOSED RAMP L -•- RIGHT -OF -WAY PROPERTY LINE 15' PROPOSED j °D 15 200'R L p Y RAMP SETBACK - - - - �� ) f� 1 ` J - _ _ - T- "� I m f t 2 TYP - - 9' - - I I - _ I d I 1 K i 2 2B • #• 28 N - 5 1 9 r :. _........_ __._._ ...................._.._................................__.... ................--....-........ _ ..... - - ::::.::::::::.............. ... .........................•..... F 14 _. .. -. _..._.__ ........__......_.._..._....... . :... :.. II + 0 0 ..._:._... ........:::.... _.._ ...... ....... : � - - - - -I- - - -1- 1:: . .................... :d.::::. 1 FUTURE PARKING _....._. O - s - - -I - -- NOT PA - -- -- - --1-- { - - - 1 R - - - - APPROVAL) ............. . .• - -- - -.... - -- ._....... - - -- - � ._.........._......_.....................................- w._.-. ...._..........- ._............. HIS APP 0 J TYP. I I L A 1 P .... i I s K 6 7 - - - - - K O E _ � � J TYP_ O J 5.2 °' :::: G - �� / - - -I - -- - - -I - -- - 1-I - - - -I - -- - -- 9t i TYP. col 13 10' SEE DETAIL 27 / / - - -I - -- -- I - - - -I - -- -- / / RM SHEET C201 5' s N TYP. 0 �L I I - I - - - 4 - ,� I I i •r / a L A - - - - -- - - - - - -- t 14 L _ .� b L t / v - _j - 0 - -I-- -� T TYP L SEE DETAIL 15 '° TYP O K � GRASS n 18 SHEET C201 U m K FIELD - - Q GT' L 26I 1 1 1 I I ! I I f J I 15'' - �I -�i a �� O T A/ B.S.L. t 9r ..,a.. P. 22 15' -- J - -- - - -- �_ 15 N 0 332.62 v; { _ _ -� _ PROPOSED o BUILDING "r' A �• 3 PROPOSE[-) K \ �. GARAGE 183,345 S.F. © F.F.E. 869.50 / " F NCRETE.50 Q- :•:::_: O a �O 4" CONCRETE SLAB A 30 22 ON 6" AGGREGATE BAS ON 4' AGGREGATE BASE l \ \ w \ J TYP. ti� , \ I SEE DETAIL SHEET C201 a ,�°` / ^�j, -1- / / \c 12 16 14 2S 14 23 22 i :c: ?i.:. { `, A zz .......... Off' A • - -- I -- -- --� / // \\ A A A A\ 16 O ry�h y� N L K L 9' TYP. J TYP. L C 1 / \\ O-- - -- - -- - / \ L A CC F J TYP. ,LO / 2 1, - A O 1 1 -- - - -1 - -- (.0000 14 N E L ry �' - - -I - -- - - -I - -- - - -I - 331.8' E P TYP. -i. O j / , o _ - J.. _ .L - -� f �� A \ \ I HAMILTON CROSSING BOULEVARD - ______________ ____ _ _____ \ \ _ - -- CHD j _ _ \\ -- - - - - -- N 68'11'13' W �� Z l°'-° I I 1 I I 3\ I O CHD L-156.69' ��\ /S i - lly \Oy y \ EXTRUDED CURB INTEGRAL WALK & CURB TYPE 111 CONCRETE CURB AND GUTTER TYPE 11 CONCRETE CURB AND GUTTER CONCRETE WALK CONCRETE STOOP (5'x5' UNLESS OTHERWISE NOTED) MULTIPLE DISABLED RAMP 7'x7' TRANSFORMER PAD 4" PAINTED WHITE PAVEMENT STRIPE REGULAR DUTY ASPHALT PAVEMENT LANDSCAPED AREA 4" PAINTED BLUE PAVEMENT STRIPE AT 4 ANGLE, 2' O.C. 4" PAINTED BLUE PAVEMENT STRIPE CONTROL .JOINT 6' ASPHALT WALK PER DETAIL IDENTIFICATION SIGN 6" DUMPSTER PAD WITH #3 BARS 0 12' OC BOTH WAYS (SEE ARCHITECTURAL PLANS FOR ENCLOSURE DETAILS) SYMBOL 0 O CC T O DESCRIPTION PARKING BUMPER CURB END TAPER 4" PAINTED WHITE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. GUARD POST GROUND MOUNTED TENANT SIGNS 6" CONCRETE DEPTH DISABLED RAMP "DO NOT ENTER" SIGN EXPANSION JOINT DISABLED PAVEMENT SYMBOL (PAINTED BLUE) DISABLED PARKING SIGN CURB TRANSITION NUMBER OF PARKING SPACES CONCRETE HEAVY DUTY ASPHALT PAVEMENT NOTES: 1.) ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2.) ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTiERWISE. 3.) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENS'ONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PUNS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5.) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS. OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6.) ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7.) ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE UNES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8.) DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9.) ALL STRIFES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED, 10.) THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY, THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 11.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. LEGAL. DESCRIPTION A PART OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID QUARTER SECTION; THENCE NORTH 88 DEGREES 42 MINUTES 47 SECONDS EAST 710.01 FEET ALONG THE NORTH LINE OF SAID QUARTER SECTION TO THE NORTHERLY EXTENSION OF THE EASTERN RIGHT -OF -WAY LINE OF MERIDIAN CORNERS BOULEVARD; THENCE SOUTH 00 DEGREES 25 MINUTES 34 SECONDS EAST 40.00 FEET ALONG SAID NORTHERLY EXTENSION TO THE SOUTHERN RIGHT -OF -WAY LINE OF EAST 131ST STREET AND THE POINT OF BEGINNING OF THIS DESCRIPTION: THENCE NORTH 88 DEGREES 42 MINUTES 47 SECONDS EAST 895.02 FEET ALONG SAID SOUTHERN RIGHT -OF -WAY LINE; THENCE SOUTH 84 DEGREES 01 MINUTE 56 SECONDS EAST 284.81 FEET ALONG SAID SOUTHERN RIGHT -OF -WAY LINE TO THE WESTERN 145 -FOOT HALF RIGHT -OF -WAY LINE OF U.S. 31; THENCE ALONG SAID WESTERN RIGHT -OF -WAY LINE SOUTHERLY 243.08 FEET ALONG AN ARC TO THE LEFT AND HAVING A RADIUS OF 2,436.83 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF SOUTH 12 DEGREES 46 MINUTES 17 SECONDS WEST AND A LENGTH OF 242.98 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 332.62 FEET; THENCE SOUTH 43 DEGREES 27 MINUTES 50 SECONDS WEST 351.72 FEET; THENCE NORTHWESTERLY, AND WESTERLY 160.70 FEET ALONG AN ARC TO THE LEFT AND HAVING A RADIUS OF 207.00 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 68 DEGREES 11 MINUTES 13 SECONDS WEST AND A LENGTH OF 156.69 FEET; THENCE SOUTH 89 DEGREES 34 MINUTES 26 SECONDS WEST 401.00 FEET; THENCE NORTH 00 DEGREES 25 MINUTES 34 SECONDS WEST 446.53 FEET TO THE POINT OF BEGINNING AND CONTAINING 10.002 ACRES, MORE OR LESS. THE BEARINGS IN THIS DESCRIPTION ARE BASED UPON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 18 NORTH, RANGE 3 EAST HAVING A BEARING OF NORTH 88 DEGREES 42 MINUTES 47 SECONDS EAST. SUBJECT TO ALL EASEMENTS, RESTRICTION, AND RIGHTS -OF -WAY OF RECORD. SITE DATA ACREAGE 10.002 Ac. BUILDING S.F. 183,345 S.F. /r i I 1 SPACE /300 S.F. DESCRIPTION _______ ______ -__ __________________ -NO L ;vE �W 1/-4- -- -- --------------------- --------- - - - - -- 131ST STREET ----------------- -- o - E 131ST STREET O 88'¢2'47" E 895.02' _ - - - - - 1 _ - - - ' , .-� S $4'01' I- - -- r _ - _ - - (6) 1 1 1 1 1 1 1 1 l u I i T- o r 1 `A PROPOSED RAMP L -•- RIGHT -OF -WAY PROPERTY LINE 15' PROPOSED j °D 15 200'R L p Y RAMP SETBACK - - - - �� ) f� 1 ` J - _ _ - T- "� I m f t 2 TYP - - 9' - - I I - _ I d I 1 K i 2 2B • #• 28 N - 5 1 9 r :. _........_ __._._ ...................._.._................................__.... ................--....-........ _ ..... - - ::::.::::::::.............. ... .........................•..... F 14 _. .. -. _..._.__ ........__......_.._..._....... . :... :.. II + 0 0 ..._:._... ........:::.... _.._ ...... ....... : � - - - - -I- - - -1- 1:: . .................... :d.::::. 1 FUTURE PARKING _....._. O - s - - -I - -- NOT PA - -- -- - --1-- { - - - 1 R - - - - APPROVAL) ............. . .• - -- - -.... - -- ._....... - - -- - � ._.........._......_.....................................- w._.-. ...._..........- ._............. HIS APP 0 J TYP. I I L A 1 P .... i I s K 6 7 - - - - - K O E _ � � J TYP_ O J 5.2 °' :::: G - �� / - - -I - -- - - -I - -- - 1-I - - - -I - -- - -- 9t i TYP. col 13 10' SEE DETAIL 27 / / - - -I - -- -- I - - - -I - -- -- / / RM SHEET C201 5' s N TYP. 0 �L I I - I - - - 4 - ,� I I i •r / a L A - - - - -- - - - - - -- t 14 L _ .� b L t / v - _j - 0 - -I-- -� T TYP L SEE DETAIL 15 '° TYP O K � GRASS n 18 SHEET C201 U m K FIELD - - Q GT' L 26I 1 1 1 I I ! I I f J I 15'' - �I -�i a �� O T A/ B.S.L. t 9r ..,a.. P. 22 15' -- J - -- - - -- �_ 15 N 0 332.62 v; { _ _ -� _ PROPOSED o BUILDING "r' A �• 3 PROPOSE[-) K \ �. GARAGE 183,345 S.F. © F.F.E. 869.50 / " F NCRETE.50 Q- :•:::_: O a �O 4" CONCRETE SLAB A 30 22 ON 6" AGGREGATE BAS ON 4' AGGREGATE BASE l \ \ w \ J TYP. ti� , \ I SEE DETAIL SHEET C201 a ,�°` / ^�j, -1- / / \c 12 16 14 2S 14 23 22 i :c: ?i.:. { `, A zz .......... Off' A • - -- I -- -- --� / // \\ A A A A\ 16 O ry�h y� N L K L 9' TYP. J TYP. L C 1 / \\ O-- - -- - -- - / \ L A CC F J TYP. ,LO / 2 1, - A O 1 1 -- - - -1 - -- (.0000 14 N E L ry �' - - -I - -- - - -I - -- - - -I - 331.8' E P TYP. -i. O j / , o _ - J.. _ .L - -� f �� A \ \ I HAMILTON CROSSING BOULEVARD - ______________ ____ _ _____ \ \ _ - -- CHD j _ _ \\ -- - - - - -- N 68'11'13' W �� Z l°'-° I I 1 I I 3\ I O CHD L-156.69' ��\ /S i - lly \Oy y \ EXTRUDED CURB INTEGRAL WALK & CURB TYPE 111 CONCRETE CURB AND GUTTER TYPE 11 CONCRETE CURB AND GUTTER CONCRETE WALK CONCRETE STOOP (5'x5' UNLESS OTHERWISE NOTED) MULTIPLE DISABLED RAMP 7'x7' TRANSFORMER PAD 4" PAINTED WHITE PAVEMENT STRIPE REGULAR DUTY ASPHALT PAVEMENT LANDSCAPED AREA 4" PAINTED BLUE PAVEMENT STRIPE AT 4 ANGLE, 2' O.C. 4" PAINTED BLUE PAVEMENT STRIPE CONTROL .JOINT 6' ASPHALT WALK PER DETAIL IDENTIFICATION SIGN 6" DUMPSTER PAD WITH #3 BARS 0 12' OC BOTH WAYS (SEE ARCHITECTURAL PLANS FOR ENCLOSURE DETAILS) SYMBOL 0 O CC T O DESCRIPTION PARKING BUMPER CURB END TAPER 4" PAINTED WHITE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. GUARD POST GROUND MOUNTED TENANT SIGNS 6" CONCRETE DEPTH DISABLED RAMP "DO NOT ENTER" SIGN EXPANSION JOINT DISABLED PAVEMENT SYMBOL (PAINTED BLUE) DISABLED PARKING SIGN CURB TRANSITION NUMBER OF PARKING SPACES CONCRETE HEAVY DUTY ASPHALT PAVEMENT NOTES: 1.) ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2.) ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTiERWISE. 3.) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENS'ONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PUNS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5.) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS. OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6.) ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7.) ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE UNES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8.) DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9.) ALL STRIFES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED, 10.) THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY, THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 11.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. LEGAL. DESCRIPTION A PART OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID QUARTER SECTION; THENCE NORTH 88 DEGREES 42 MINUTES 47 SECONDS EAST 710.01 FEET ALONG THE NORTH LINE OF SAID QUARTER SECTION TO THE NORTHERLY EXTENSION OF THE EASTERN RIGHT -OF -WAY LINE OF MERIDIAN CORNERS BOULEVARD; THENCE SOUTH 00 DEGREES 25 MINUTES 34 SECONDS EAST 40.00 FEET ALONG SAID NORTHERLY EXTENSION TO THE SOUTHERN RIGHT -OF -WAY LINE OF EAST 131ST STREET AND THE POINT OF BEGINNING OF THIS DESCRIPTION: THENCE NORTH 88 DEGREES 42 MINUTES 47 SECONDS EAST 895.02 FEET ALONG SAID SOUTHERN RIGHT -OF -WAY LINE; THENCE SOUTH 84 DEGREES 01 MINUTE 56 SECONDS EAST 284.81 FEET ALONG SAID SOUTHERN RIGHT -OF -WAY LINE TO THE WESTERN 145 -FOOT HALF RIGHT -OF -WAY LINE OF U.S. 31; THENCE ALONG SAID WESTERN RIGHT -OF -WAY LINE SOUTHERLY 243.08 FEET ALONG AN ARC TO THE LEFT AND HAVING A RADIUS OF 2,436.83 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF SOUTH 12 DEGREES 46 MINUTES 17 SECONDS WEST AND A LENGTH OF 242.98 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 332.62 FEET; THENCE SOUTH 43 DEGREES 27 MINUTES 50 SECONDS WEST 351.72 FEET; THENCE NORTHWESTERLY, AND WESTERLY 160.70 FEET ALONG AN ARC TO THE LEFT AND HAVING A RADIUS OF 207.00 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 68 DEGREES 11 MINUTES 13 SECONDS WEST AND A LENGTH OF 156.69 FEET; THENCE SOUTH 89 DEGREES 34 MINUTES 26 SECONDS WEST 401.00 FEET; THENCE NORTH 00 DEGREES 25 MINUTES 34 SECONDS WEST 446.53 FEET TO THE POINT OF BEGINNING AND CONTAINING 10.002 ACRES, MORE OR LESS. THE BEARINGS IN THIS DESCRIPTION ARE BASED UPON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 18 NORTH, RANGE 3 EAST HAVING A BEARING OF NORTH 88 DEGREES 42 MINUTES 47 SECONDS EAST. SUBJECT TO ALL EASEMENTS, RESTRICTION, AND RIGHTS -OF -WAY OF RECORD. SITE DATA ACREAGE 10.002 Ac. BUILDING S.F. 183,345 S.F. REQUIRED PARKING SPACES 1 SPACE /300 S.F. o e 550 SPACES STANDARD PARKING SPACES 334 HANDICAP PARKING SPACES 13 PARKING GARAGE STANDARD PARKING SPACES 357 HANDICAP PARKING SPACES 8 TOTAL PARKING SP;;CES 712 FUTURE PARKING SPACES 211 C) J4 I I 0 02S fwl NORTH m R 2436,83' L 243.08' HD RG S 12'46'17" W CHID L- 242,98' r r r r r r t 1 1 r r r s 'L r r r r r r r- r 1 0 40 80 120 GRAPHIC SCALE IN FEET DONT DIG BLIND 14OLEY Mater 1- 800 - 382 -5544 CALL TOLL FREE F �I ue CORPORATION st 96th Street 0 1 Indianapolis IN 46240 Phone: 808 -6000 Fmc 311 7 17 808 -6797 v > a c In o O IZ O 00 LC) J J - _ N O O CJ7 Ld Q M t\ O O c: p (.0 N . O d N f\ X Q L w Fj94 0 Z D O 0 0 W CM Cl 0 t� 0 00 �> r O �cn LLj (� _J V Z00 c0 Cn 0 z o Q Q Z oc cn Voz o a li Z U w W �ozLY_� m o Q G Q = s 0 Certified By: Drawing Number. C 2 00 3 of 11 Sheets a" ft*y glob Num*w HAM 006000 A/E Job Number. 60316.01