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HomeMy WebLinkAbout24x36CURVE TABLE C # DEL TA RADIUS LENGTH BEARING CHORD C7 89'08'18 " 25.00' 38.89' S00'1 7 '7 7 "W 35.09' C2 79'2 4,32 " 535.00' 787.23' N35 *03'10; 780.36' (A D C a z z C t/� = HARVEI' ROAD p� �p PROJECT SITE A A DOMINEK MAGNOLIA 7�\ r HARW❑ D O KS LANTA I❑ UNIVERS D 6 I OAKS VICINITY MAP NOT TO SCALE W _ z W � W � N 0_ \ L O z�j"? 0V W �� Wz q�W 0- J �m mQO - <0 I I a 2 E D<0 o° go z ogo z p vi p �� X N W z J k �\ �W VO °o O Q • zrn \ ------------- - - - - -- - - - -- 41\ BACK OF CURB S44 "22'51 "E 239.50' NO FENCE-,, ELECTRIC BOX N.ti..�• / - -- - --- -° - - -- -- -- - - - - - - - - -- - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - EXIS NG T EE a•aL GUY WIRE /ANCHOR E _ - J__ — __ / POWER POLE BRS p _3 Li 20' UTILITY EASEMENT 0' REAR BLDG. SETBACK / O?t o z , DUMPSTER I �� \ U \ CENTERED ON LOT LINES PER C.O.C.S ORDINANCE PA' 0.4' S.E. PER PLAT VOL. 408, PG. 241 �\ \ m p CONC. PARKING LOT - - - - - -6 - N ti \ W - --- I / _ SYns -40 >ISVB i REA40VE EXISTING ^x M Z _o ENCE AND RICK OLUM S' 6 0 0 O zU I I CONC. WALKWA N WOODEN FENCE CONC WALKWAY w 1X2' BRICK ( .. I b - - - W U n ,' COLUMN r �GZ - _ R M0�1 E EkISTING _ o W ✓ 1 Xl' BRICK COL. Q 6� WALKWAY / ; 4 . I REMOVE EX'S ING FEN�E i \ ; U \ >• / ` : : / m. m AND ERIC COLUII�NS o 0 ~ \ lu 4b, UJ M U Q ! m N o U !! / e� . a`• Z :'o,•'! Oi U % OJ \ m% O� m Q ��{ J 6 � L :, • \. ;' '. t:' ° £ .L Q , U \ 0 to C) . O Q O wu - m i .J Vpw UO �z, • z o 1 ( o'oL U p n Q x O �\ 5 L 9'L O CL cc Ln 1 �� - �O O J Q W Q W \ U \ a 8L\ 9'81 \� %_J g O Z N ® to > zo ................ x �\ q I I I I Z'LL a) �n 9 9 t C \ ° cal N N \ O N I I � Q m (Y OO W U > I o � I r a W CA- LLJ o Q Y _p z C1 Q I _ _ T N c o 1. ELEMENTS IN BUILDING PERTAINING TO CITY PARKING REQUIREMENTFS WILL NOT CHANGE IN SIZE WITH 70 /j r m W 2. A REVISED LANDSCAPE PLAN WILL BE SUBMITTED BY LANDSCAPE DESIGNER. D A Q ROOK` WATER METER 3. THE SUBJECT TRAC1 DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A FLOOD INSURANCE COLLEGE STATION 1> GIL HRI '� GILCHR'.: -T LIGHT POLE n 7� rn N MOSS 4. WATER AND SEWER ON NORTHWEST SIDE OF OLYMPIA WAY �a d EASTMENT LINE 5. BUILDING MATERIALS TO MATCH EXISTING BUILDING (MASONRY WALL /COMPOSITION SHINGLED ROOF) -`, KYLE ■ ■ ■ W DMINEK SETBACK LINE (A D C a z z C t/� = HARVEI' ROAD p� �p PROJECT SITE A A DOMINEK MAGNOLIA 7�\ r HARW❑ D O KS LANTA I❑ UNIVERS D 6 I OAKS VICINITY MAP NOT TO SCALE W _ z W � W � N 0_ \ L O z�j"? 0V W �� Wz q�W 0- J �m mQO - <0 I I a 2 E D<0 o° go z ogo z p vi p �� X N W z J k �\ �W VO °o O Q • zrn \ ------------- - - - - -- - - - -- 41\ BACK OF CURB S44 "22'51 "E 239.50' NO FENCE-,, ELECTRIC BOX N.ti..�• / - -- - --- -° - - -- -- -- - - - - - - - - -- - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - EXIS NG T EE a•aL GUY WIRE /ANCHOR E _ - J__ — __ / POWER POLE BRS p _3 Li 20' UTILITY EASEMENT 0' REAR BLDG. SETBACK / O?t o z , DUMPSTER I �� \ U \ CENTERED ON LOT LINES PER C.O.C.S ORDINANCE PA' 0.4' S.E. PER PLAT VOL. 408, PG. 241 �\ \ m p CONC. PARKING LOT - - - - - -6 - N ti \ W - --- I / _ SYns -40 >ISVB i REA40VE EXISTING ^x M Z _o ENCE AND RICK OLUM S' 6 0 0 O zU I I CONC. WALKWA N WOODEN FENCE CONC WALKWAY w 1X2' BRICK ( .. I b - - - W U n ,' COLUMN r �GZ - _ R M0�1 E EkISTING _ o W ✓ 1 Xl' BRICK COL. Q 6� WALKWAY / ; 4 . I REMOVE EX'S ING FEN�E i \ ; U \ >• / ` : : / m. m AND ERIC COLUII�NS o 0 ~ \ lu 4b, UJ M U Q ! m N o U !! / e� . a`• Z :'o,•'! Oi U % OJ \ m% O� m Q ��{ J 6 � L :, • \. ;' '. t:' ° £ .L Q , U \ 0 to C) . O Q O wu - m i .J Vpw UO �z, • z o 1 ( o'oL U p n Q x O �\ 5 L 9'L O CL cc Ln 1 �� - �O O J Q W Q W \ U \ a 8L\ 9'81 \� %_J g O Z N ® to > zo ................ x �\ q I I I I Z'LL a) �n 9 9 t C \ ° cal N N \ O N I I � Q m (Y OO W U > I o � I r a W CA- LLJ o Q Y _p z C1 Q I _ _ 6) U N c o 1. ELEMENTS IN BUILDING PERTAINING TO CITY PARKING REQUIREMENTFS WILL NOT CHANGE IN SIZE WITH QED FIRE HYDRANT RENOVATION /ADDITION, I E. 1 HOUSE MOTHER, 38 GIRLS, CHAPTER ROOM — 870 S.F. (68 REQ'D AND PROVIDED) m W 2. A REVISED LANDSCAPE PLAN WILL BE SUBMITTED BY LANDSCAPE DESIGNER. ❑W WATER METER 3. THE SUBJECT TRAC1 DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A FLOOD INSURANCE COLLEGE STATION 01 , RATE MAP FOR BRAZOS, COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO. 0144 C, MAP NO. LIGHT POLE J rn N � N wof SITE PLAN _OLYMPIA WAY - 50' WIDE R (27' WIDE ASPH. PVMT. - BC TO BC) — EXISTING T EE 1 �•. II f BENCHMARK No. 2 AT TOP OF FIRE HYDRANT ELEVATION = 293.59' EXISTING CONDITIONS LEGEND I _ _ GENERAL NOTES ENGINES *W c o 1. ELEMENTS IN BUILDING PERTAINING TO CITY PARKING REQUIREMENTFS WILL NOT CHANGE IN SIZE WITH QED FIRE HYDRANT RENOVATION /ADDITION, I E. 1 HOUSE MOTHER, 38 GIRLS, CHAPTER ROOM — 870 S.F. (68 REQ'D AND PROVIDED) FH W 2. A REVISED LANDSCAPE PLAN WILL BE SUBMITTED BY LANDSCAPE DESIGNER. ❑W WATER METER 3. THE SUBJECT TRAC1 DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A FLOOD INSURANCE COLLEGE STATION 01 , RATE MAP FOR BRAZOS, COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO. 0144 C, MAP NO. LIGHT POLE 48041 CO144 C. EFFECTIVE DATE: JULY 2, 1992. I „ 4. WATER AND SEWER ON NORTHWEST SIDE OF OLYMPIA WAY — — — EASTMENT LINE 5. BUILDING MATERIALS TO MATCH EXISTING BUILDING (MASONRY WALL /COMPOSITION SHINGLED ROOF) ■ ■ ■ W 0 6. T AN E' S I I C' N E B I EN N R G U V SETBACK LINE . ALL NEW ROOF MOUNTED AND GROUND — MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS -- PROPERTY LINE NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT —OF —WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A PINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE- AND -SCALE TO --1 F-Iz FIRE SPRINKLER LINE MAINTAIN A UNIFIED APPEARANCE. I PIQ v� L„ 8. DEVELOPER INSTALLS CONDUIT PER CITY SPECS AND DESIGN. SIDEWALK �— 9. DEVELOPER PROVIDES 30' OF RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. 10. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND /OR SITE PLAN. EMAIL TO RBOLIN @CSTX.GOV 0 I 11. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. t C JIN 12. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC' INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES. I m Ci W O 13. ANY CHANGE IN ELECTRICAL SERVICE, CONTACT CSU. ' ) v / �Iti 14. IRRIGATION SYSTEM AND NEW FIXTURES (3 TOTAL:) TO BE CONNECTED TO EXISTING METER. - �ICi 15. FIRE LINE TO CONNECT ON THE DISCHARGE SIDE OF THE PROPOSED WATER METER. IF AN EASMENT IS REQUIRED A 15' P.U.E. WILL BE PROVIDE ALONG WITH NECESSARY DOCUMENTS FOR EASMENT DEDICATION SHEET. I I �i \ LOT 1, BLOCK 1 z �, LOT 2, BLOCK 1 1.00 ACRE 1.00 ACRE \ GREEK VILLAGE - PHASE I, GREEK VILLAGE - PHASE II z z VOL. 408 PG. 241 � � � m VOL. 408, PG. 241 � o — `- \ '\ 0 \� 20' U77LlTY EASEMENT \ - CEA17ERED ON L0TLLNF4------------------------------------------ PER PLAT VOL. 408, PG. 241 -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- �\ ELEC7RIC BOX BACK OF CURB NO FENCE _ Z- S44 ° 22'51 "E - 239.50' 295- 3.7' - -= = 1 _ _ QQZ / 20' U ILI TY EA SEMENT 0 oz� Q Z P, � I \ W / /_ / I / V w Z ° ti ( O C, EXISTING 294 CONC. PARKING LO - - - -- -------- W i _ ' J _ OLYMPIA WA N N 50' R.O.W. I All public infrastructure for this project shall be constructed in conformance with the City of College gtstio Standdir Spec) tion& -NoL devla6m from ththese standards h een requested by the — Design Engineer or approvdd by the City. All requests for substitutions Will be made in writing to tha City Engineer by the Design Engineer of record. Written approval for all deviations must be secured from the City Engineer prior to construction. 11 SITE PLAN ELEVATION CERTIFICATE - M — RE It 11 ED CI •; ` 13 +2` ® +& 13 -t-4' NOT 1RI,°QU ED 1 z I _ _ 4 tr7a1,' d j TF� ENGINES *W c o R - QED v W W W Z � Z COLLEGE STATION 01 , Np Cn W� I r/ Ci I ISSUE DAT 02/27/04 PROJECT CHECKED I\L_ vr.,iviv 0 03/10/ 0 0 0 APPLICANT: DELTA ZETA S 202 EAST CHU OXFORD, OH � (513) 523 - 7597 SITE INFO: LOT 4, BLOCK GREEK VILLAC 1.00 ACRE PRPM _ai 'EXISTING CONCRETE _ — SIDEWALK - Co pk*e MCI SCALE = 1:20 VAi NEW ADDITION /RENOVATION N� f � � GInO -40 >IOVa NORTH CENTS ?ED ON O LIN - - -. - -_ .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - \�� PER FLAT VOL 408, P, 241 / \ - - - - - - - - - - - - GUY WLRE /ANCHOR 20' R A BLDG. SETBAC _ \ N I Qti II ( W u'w Q _ 0 U m \ o Pr Ln LOT 4, BLOCK 1 1.00 ACRE GREEK VILLAGE - PHASE II VOL. 408, PG. 241 292_.., MAR 1 7 2004 I COLLEGE 91'.k T10 4 tr7a1,' d j TF� ENGINES *W R - QED i m i COMPLIANCE � z COLLEGE STATION 01 , )EVELOPIENT SERVICES Cn W� I r/ Ci I O ■ ■ ■ W EXISTING CONCRETE mIZ I PIQ v� L„ SIDEWALK �— I 0 I 0 pI� t C JIN Q1 � O I m Ci W O z G ' ) v / �Iti I - �ICi Ln LOT 4, BLOCK 1 1.00 ACRE GREEK VILLAGE - PHASE II VOL. 408, PG. 241 292_.., MAR 1 7 2004 I COLLEGE 91'.k T10 4 tr7a1,' d j TF� ENGINES *W R - QED REVIEWE OR COMPLIANCE � MAR 1 7 2004 COLLEGE STATION 01 , )EVELOPIENT SERVICES SCALE = 1: © Copyright 2004 by R.L. Payne & Associates, Inc. L qf, Sm 0 1 SHEET: Ift GENERAL FOUNDATION NOTES I. CC ^tCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3% ) PSI AT 28 DAYS AND SHALL HAVE AN APPROVED AIR ENYRAINM ENT AGENT. FLY ASH MAYBE CONSIDERED AT THE DISCRETION OF THE ENGINEER IF AMBIENT TEMPERATURE AT THE TIME OF POUR ARE EXPECTED TO BE IN EXCESS OF 70 DEGRESS FAHRENHEIT. ALL REINFORCEMENT SHALL BE ASTM A -615, GRADE 60. THE SLAB SHALL BE REINFORCED WITH #4 BARS 16 IN. OCEW IN ADDITION TO THE TOP BEAM OR CANTILEVER REINFORCEMENT SHOWN IN THE SECTIONS. L ALL BEAM DEPTHS ARE INDICATED ON THE BEAM DETAILS. EACH BEAM SHALL BE REINFORCED AS SHOWN ON THE BEAM DETAILS. I•. SUPPORT FOR THE BOTTOM BEAM REINFORCEMENT SHALL BE BY NO.3 STIRRUPS AS INDICATED AND SPACED AT NOT MORE THAN 2 FEET ON CENTER. i. ALL SLAB REINFORCEMENT SHALL BE SUPPORTED WITH CHAIRS OR MASONRY BRIQUETTES AT NOT MORE THAN 6 FEET ON CENTER. 3. REINFORCING BARS WILL BE SECURED -AT EVERY OTHER INTERSECTION. 7. LAPS AND SPLICES IN REINFORCING BARS WILL BE A MINIMUM OF 30 BAR DIAMETERS. L EXTERIOR BEAMS WILL BE AS SHOWN EXCEPT DEPTHS WILL BE INCREASED AS NECESSARY TO PENETRATE A MINIMUM OF 12 INCHES BELOW GROUND. a. INTERIOR BEAM LOCATIONS MAY BE SHIFTED NOT MORE THAN 6 INCHES WHERE CONFLICTS WITH PLUMBING LAYOUTS OCCUR. I. SLAB DROPS WILL REQUIRE THAT THE BEAMS INTERSECTED BY THE DROP BE DEEPENED BY THE SAME AMOUNT WITH TRANSITIONS IN DEPTH OCCURRING OVER A 1 TO 12 SLOPE. I. THE AREA UNDERNEATH THE SLAB AND 3 FEET BEYOND SHALL BE STRIPPED OF VEGETATION AND OTHER ORGANIC MATTER TO A MINIMUM DEPTH OF 6 INCHES BELOW EXISTING GRADE. >.. ALL FILL PLACED BELOW THE FOUNDATION SLAB SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 20 OR LESS. THE MINIMUM PLASTICITY INDEX SHALL BE 5. ALL FILL SHALL BE PLACED IN MAXIMUM LIFT THICKNESSES OF SIX (6) INCHES. EACH LIFT SHALL BE COMPACTED TO 95 % OF STANDARD PROCTOR DENSITY (ASTM D -698) AT A MOISTURE CONTENT -1 % TO +3% OF OPTIMUM. 1. A 4 INCH PERVIOUS SAND OR GRANULAR LAYER MAY BE PLACED UNDER THE SLAB. I. A 6 MIL POLY VAPOR BARRIER SHALL BE PLACED UNDER ALL CONCRETE. TEARS IN THE VAPOR BARRIER SHALL BE REPAIRED. AT EXTERIOR BEAMS, POLY BARRIER SHALL BE CONTINUED OVER THE OUTER EDGE AND TACKED TO FORM. i. BEAM TRENCHES SHALL BE CLEANED OF DEBRIS AND STANDING WATER PRIOR TO POURING CONCRETE. i. STRUCTURAL DRAWINGS TO BE COORDINATED W/ ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ALL OPENINGS, INSERTS, AND RELATED ITEMS. !. ALL FOUNDATION PLAN DIMENSIONS ARE INTERPRETED FROM AND SHALL BE VERIFIED WITH THE FLOOR PLAN AND THE OWNER NOTIFIED IF DISCREPANCIES EXIST. I. ANY UNUSUAL CONDITIONS ENCOUNTERED AFFECTING THE FOUNDATION SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE ENGINEER PRIOR TO CONCRETE PLACEMENT. ). FOUR CORNER BARS SHALL BE SECURELY TIED TO THE INTERSECTING BEAM BARS AT ALL EXTERIOR BEAM INTERSECTIONS. THEY SHALL BE NO.5 BARS BENT TO A RIGHT ANGLE WITH T -6" LEGS. SEE (2) CORRESPONDING DETAILS. ). BASED ON IBC 2000 PROVISIONS, SECTIONS 7.2 & 7.3, ALL BARS SHALL BE COLD BENT WITH A MINIMUM INTERNAL BEND RADIUS OF 6 BAR DIAMETERS EXCEPT STIRRUPS AND TIES, WHICH SHALL BE GREATER THAN 4 BAR DIAMETERS IN REGARD TO INTERNAL BEND RADII. BENDING SHALL NOT BE DONE IN FIELD U.N.O. IYOUNDATION DESIGN BASED ON A SOIL REPORT PROVIDED BY ROGERS ENGINEERING SERVICES ON FEBRUARY 27, 2003. CONCRETE PROTECTION FOR REINFORCEMENT THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT FOR CAST -IN -PLACE CONCRETE CONSTRUCTION: CONCRETE CAST AGAINST AND 3 INCHES PERMANENTLY EXPOSED TO EARTH j \\ CONCRETE EXPOSED TO EARTH OR WEATHER: NO. 6 THRU NO. 18 BARS 2 INCHES NO 5 BARS & SMALLER 1.5 INCHES CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS -- NO. 14 & NO. 18 BARS 1.5 INCHES NO 11 BARS & SMALLER 0.75 INCHES BEAM, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1.5 INCHES THE MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALL BE THE DIAMETER OF THE BAR, BUT NOT LESS THAN ONE (1) INCH. NOMINAL MAXIMUM SIZE OF COARSE AGGREGATE SHALL NOT BE LARGER THAN: A. 1/5 THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS, NOR B. 1/3 THE DEPTH OF SLABS, NOR C. 3/4 THE MINIMUM CLEAR SPACING BETWEEN INDIVIDUAL REINFORCING BARS. APPROX. SLAB AREA OF ADDITION 1369 SQ. FT. #4 @16" OCEW 39' -42" H REF: C /S1, 1 YP. g� REF: B /S1, TYP. - \ " - 8' -82 8' - 8 " -T- 10' -62° / ao / / is 1 r \\\ E S1 h / I S -IN r E S1 I LJ NOTE: VER G S1 E E co DIMENSIONS W/ RCH. / / / / / Sh g ► qSl BEFORE CONSTRUCTION. WED 16" = 1N mot• � E S 1 4 I 3 -#5x8' LONG BARS IN SLAB TYP. / IN 2 LOCATIONS / r Is i SIN G rO S, L Ed Ezj EXISTING FOUNDATION I Y2' x 5 BRICK LEDGE N' a co #3 TIES @ 24" C -C 6 MIL POLY I \ , 4 E SEC NTS #4 @16" OCEW /2- #6 #3 TIES @ 24" C -C 6 M.IL POLY 3- #6 1 / " BITUMINOUS OR OTHER APPROVED EXPANSION JOINT FILLER W/ Y2' SEALANT #418" DOWELS @16" C -C SLIP COVER OTHER END, EPDXY 6" INTO EXISTING BEAM EXISTING FOUNDATION I — 12 " F SECTIO NTS A FOUNDATION PLAN SCALE 3/16" = 1' '/2" BITUMINOUS OR OTHER APPROVED EXPANSION JOINT FILLER W /'/2" SEALANT #4 @16" OCEW 2 \6 #3 TIES @ 24" C -C m �'\\ >M) _LEAVE MASONRY FILL @ DOORWAYS AS REQUIRED EXISTING LEDGE #4x18" DOWELS @16" C -C SLIP COVER OTHER END, EPDXY 6" INTO EXISTING BEAM EXISTI G FOUND ION I--12" SECTI NTS 1'/2' x 5Y2' #4@16" OCEW BRICK LEDGE i #3 TIES @ 24" C -C / /V/ 6 MIL POLY c . SE CTION NTS 0 co (4) 36 LONG #5 BARS BENT W118" LEGS - ((2) TOP & BOTTOM) PROVIDE CORNER BARS AS SHOWN AT ALL EXTERIOR BEAM INTERSECTIONS. THIS IS A SCHEMATIC ONLY SEE BEAM SECTIONS FOR ACTUAL BEAM REINFORCEMENT. (SLAB NOT SHOWN) B BEAM CORNER NTS (4) 36" LONG #5 BARS BENT W118" LEGS ((2) TOP & BOTTOM) - 6"i r'• PROVIDE CORNER BARS AS SHOWN AT ALL EXTERIOR BEAM INTERSECTIONS. THIS IS A SCHEMATIC ONLY, SEE BEAM SECTIONS FOR ACTUAL BEAM REINFORCEMENT. (SLAB NOT SHOWN) BEATER SECTION NTS '/7 7 °/ � "__� D SECTION NTS Reviewed 11I $ a � CITY OF COLLEGE STATION BUILDING INSPECTION DEPARTMENT R EWED FOR COMPLIANCE PER NOTES ON PERMIT NO COMMENTS PER WTES ON PLANS/SHEET BY iEf DAT 7 77 1 6 - 4 — -�1 SHEET: © Copyright 2004 by R.L. Payne & Associates, Inc. #4 @16" OCEW d- #3 TIES @ 24 C -C _ j \\ i Cl) IL POLY \\ '3 - #6 '/7 7 °/ � "__� D SECTION NTS Reviewed 11I $ a � CITY OF COLLEGE STATION BUILDING INSPECTION DEPARTMENT R EWED FOR COMPLIANCE PER NOTES ON PERMIT NO COMMENTS PER WTES ON PLANS/SHEET BY iEf DAT 7 77 1 6 - 4 — -�1 SHEET: © Copyright 2004 by R.L. Payne & Associates, Inc. 6Z :G0 96/90/90 6MP'0 T Td \S \asnojq A1110a0S 1 91OZ Pa Tao \'N 'TTa4dwP 11 DRAWN B 39' -4a " 2 OZ EXISTING FLOOR PLAN I v 7 11R..m POSSIBLE FIRE DOOR 1 /16'r = 1' -o" ')SUE DA 3/12/0 ROJECT AN RE: O1 A1.1_0 BOOKSHELF OR DISPLAY AT STAIRS \ PANTRY I TER ROOM WALL TELEVISION ROOM RELOCATED DOOR J I I "'C PARLOR V W POSSIBLE FIRE DOOR AT STAIRS d E COURTYARD (19' -0 WIDE) a1 I C STORAGE BOOKSHELF I r OR DISPLAY J .y FOYER I m LL "OPEN UP STAIRWELL & �•�\ REBUILD STAIRS —WOOD TREADS — / A/C \ STORAGE 0 - - - - - -- NEW COLUMNS L r i l l I� I I FOYER I I DINING ROOM KITCHEN NEW ENTRANCE DOORS I I & SIDE UTES II i lk 0 1 ENLARG ►' 1/ = 1 - 0 „ 1 3 PR OPOSED FL Al l 1116" = 1' - 0 " O� SHEET: Al Copyright 2004 by R.L. Payne & Associates, Inc. I NEW CHAP 870 S.F. ' I EXISTING EXTERI 81 ICK WALL WALL TELEVISION ROOM RELOCATED DOOR J I I "'C PARLOR V W POSSIBLE FIRE DOOR AT STAIRS d E COURTYARD (19' -0 WIDE) a1 I C STORAGE BOOKSHELF I r OR DISPLAY J .y FOYER I m LL "OPEN UP STAIRWELL & �•�\ REBUILD STAIRS —WOOD TREADS — / A/C \ STORAGE 0 - - - - - -- NEW COLUMNS L r i l l I� I I FOYER I I DINING ROOM KITCHEN NEW ENTRANCE DOORS I I & SIDE UTES II i lk 0 1 ENLARG ►' 1/ = 1 - 0 „ 1 3 PR OPOSED FL Al l 1116" = 1' - 0 " O� SHEET: Al Copyright 2004 by R.L. Payne & Associates, Inc. CURVE TABLE C # DELTA RADIUS LENGTH BEARING CHORD C1 89 °08'1 25.00' 38.89' S00'7 I'l 7"W 35.09' C2 19'2 432 535.00 1 181.23' N35'03'1 0 "E 780-36 NOT TO SCALE Lu tu z ; u Cq ut,j Q 0 6 (-) 1, L1-L U-j 0 Q) lu QC C\ io z m LU LLI 0) 6 ::s * 0 0 U wow IN > 0 I I I � R, CS 0 < Q_ W R US > � Q) — — — — — — — — — — — — — — — — — — — — — — -------- - - - - -- ----- ----------------------------------------- -- -- --, M -7 -- - - - --------- S44*22'51"E 239.50' NO F ENCE BOX BA OF CURB _1� z Q) L U. L11 co - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - ­ - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - EXISTINGnZEE E— GUY W1RE/ANCHOR_1_______ POWER POLE BRS. 0' REAR BLDG. SETBACK 20' UTILITY EASEMENT 0 . 4' - S. E. PER C.O.C.S ORDINANCE CEN TERED ON LOT LINES W 6 PER PLAT VOL. 408, PG. 241 CONC. PARKING LOT LQ GUM -40 Nove a) R E) 1110 VE I FXIS TIJ qG o 0 FENCE AND f RICK COLUMNS 6 L6 LO CONC. WALKWA *: I P ! , LLJ O D WOODEN FENCE- CONC. WALKWAY Y W __VE I'X2' B RICK 0 COLUMN R 0 CL L / C EktSTING', WOOD[ MOV fR IXj I'xi BRICK COL. WALKWAY REMOVE EXIS ING FEN E J§ tu ` AND BRIC COLU NS 9 Z '9 Z5 c\ id 24,0' f 5 U U tu 13- < ' d 1 -J (3i lu LQLI L n z Cl Q) > IN _j Uj 9 0 LU > n 9't L t in t E 0*01 r t o z I's 14: C) Id ek 0 z wt -1 -t 0 z a Nuz > *1 N\ 0 N I to \ -� 4- w > - P . 69 .......... .... ............ .............. pg 7. Q) r P I f . 9 C-OnAIT B S ET BAC K/ EXIST KEE ; PLAT VOL. 408, PG. 244 0) • LIGH E J Q LIJ y :REM TING CONC. WALKWAY f Q) N Q_ IDEWALK om \J Cr Ex'sT'NG 6,- O o P N44 22'51 "W 181.43' -, W LIGHT POLE cz Cz 3.3' t 0 LU C3 J o 9800 -40 >10 va BACK OF CURB CONC. SIDEWALK - REMOVE EXISTING G W LIGHT POLE > OLYMPIA WAY - 50 WIDE R.O.W. (27' WIDE ASPH. PVVT 8C TO BC) 0 Z 0 li e BENCHMARK No. 2 A T TOP OF FIRE HYDRA ELEVATION = 293.59' 11 0" P 1 SITE PLAN EXISTING CONDITIONS 1091= SCALE = 1:20 LEGEND LL FIRE HYDRANT FH FW WATER METER 1.00 ACRE LIGHT POLE EASTMENT LINE GREEK VILLAGE- PHASE 11 SETBACK LINE PROPERTY LINE - F� -- FIRE SPRINKLER LINE ITE PLAN LL LOT 1, BLOCK I o CL 1.00 ACRE GREEK VILLAGE- PHASE 11 N VOL. 408, PG. 241 C14 I� I - - - rz��, CENTERED ON LOT LLNU - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PCR � T �OE. ��8, PG. 241 - - - - - - - - - - - - - - - - - - - ELECTRIC BOX - -- - A OF CURB BACK - NO FENCE I - C ( Z: L Q WO 4 NJ N Q) ITE PLAN LOT 2, BLOCK 1 1.00 ACRE GREEK VILLAGE - PHASE 11 VOL. 405, PG. 241 9 ------------------ -- 3 AA at G — 23 9.50 20' U 7LI TY EA 5EMEN T 6 Z op `�c C (6 :z LLJ rL W n,� C; Z b 0 0 CEN7E?ED ON LOLL_/NES - -- -- -- - - - - - - -- - - -- -- - -- - - - - - -- -- - - - -- - -- - - - - --- - - - - - - - - - - - - - - - -- PER FLAT VOL 408, P3. 241 \\ GUY��IANCHOR 120 RL46 BLDG JSE:TE�A C/f EXISTING 29 CONC. PARKING LOT "q EXISTING CONCRETE SIDEWALK LOT 4, BLOCK 1 1.00 ACRE GREEK VILLAGE - PHASE I VOL. 405, PG. 241 LL LOT 1, BLOCK I o CL 1.00 ACRE GREEK VILLAGE- PHASE 11 N VOL. 408, PG. 241 C14 .20' UTILITY EASEMENT - - - rz��, CENTERED ON LOT LLNU - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PCR � T �OE. ��8, PG. 241 - - - - - - - - - - - - - - - - - - - ELECTRIC BOX - -- - A OF CURB BACK - NO FENCE I - LOT 2, BLOCK 1 1.00 ACRE GREEK VILLAGE - PHASE 11 VOL. 405, PG. 241 9 ------------------ -- 3 AA at G — 23 9.50 20' U 7LI TY EA 5EMEN T 6 Z op `�c C (6 :z LLJ rL W n,� C; Z b 0 0 CEN7E?ED ON LOLL_/NES - -- -- -- - - - - - - -- - - -- -- - -- - - - - - -- -- - - - -- - -- - - - - --- - - - - - - - - - - - - - - - -- PER FLAT VOL 408, P3. 241 \\ GUY��IANCHOR 120 RL46 BLDG JSE:TE�A C/f EXISTING 29 CONC. PARKING LOT "q EXISTING CONCRETE SIDEWALK LOT 4, BLOCK 1 1.00 ACRE GREEK VILLAGE - PHASE I VOL. 405, PG. 241 GENERAL NOTES 1. ELEMENTS IN BUILDING PERTAINING TO CITY PARKING REQUIREMENTS WILL NOT CHANGE IN SIZE WITH RENOVATION/ADDITION, r E. 1 HOUSE MOTHER, 38 CIR'-S, CHAPTER R00M - 870 S.F. (68 REO'D AND PROVIDED) 2. A REVISED LANDSCt FIE PLAN WILL BE SUBMITTED BY LANDSCAPE DESIGNER. 3. THE SUBJECT TRAC_! DOES NOT LIE WITHIN THE 1013 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A FLOOD INSURANCE RATE MAP FOR BRAZO`, . COUNTY, TEXAS AND INCORPORATED AREAS. C_QMMUNITY NO. 480083, PANEL NO. 0144 C, MAP NO. _ 4804100144 C. EFFEC.:VE DATE: JULY 2, 1992. 4. WATER AND SEWER �N NORTHWEST SIDE OF OLYMPIA WAY 5. BUILDING MATERIALS TO MATCH EXISTING BUILDING (MASONRY WALL/COMPOSITION SHINGLED ROOF) A 6. T Y AN S N 1 I Old'] ')E BY k' ING EN GIN R ALL NEW ROOF MOUNTED AND GROUND-MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A PINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND .SCN-'E MAINTAIN A UNIFIED APPEARANCE. 8. DEVELOPER INSTALLS CONDUIT PER CITY SPECS AND DESIGN. 9. DEVELOPER PROVIDES 30' OF RIGID CONDUIT FOR RISER POLES. DEVE INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. 10. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. EMAIL TO RBOLIN@CSTX.GOV 11. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. - 12. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES. 13. ANY CHANGE IN ELECTRICAL SERVICE, CONTACT CSU. 14. IRRIGATION SYSTEM AND NEW FIXTURES (3 TOTAL) TO BE CONNECTED TO EXISTING METER. 15. FIRE LINE TO CONNECT ON THE DISCHARGE SIDE OF THE PROPOSED WATER METER. IF AN EASMENT IS REQUIRED A 15' P.U.E. WILL BE PROVIDE ALONG WITH NECESSARY DOC:UMENTS FOR EASMENT DEDICATION SHEET. OLYMPI WAY _1 - 291 EXISTING CONCRETE -294- - - SIDEWALK All public infrastructure for this prolect shall be constructed in conformance with the City Of College Station's Standard Specifications. No deviations from th tandards hMe beffn MVesied by 'h — -- se tile —Aff- - Design Engineer or a S requests for substitutions will be made in writing to the City Engineer by the Design Engineer of record. Written approval for all deviations must be securied from the City Engineer prior to constrijollon. ELEV.ATION - - - CERTIFICAT UTILITY TAP LE C3 •11' (4) - (SIZE) 1 (0) t Irl I 0+2 1 11 SANITARY SEWER 0 +3 -WATER/DOMESTIC NOT REOL)IPED WATERARRIGATION n I I A -0, ".1041 So W ADDITION /RENOVATION a��3 3• ISSUE ATI 02/ PROJECT 07.2003 DRAWN BY CHECKED I REVISION 0 03 A IL APPLICANT: DELTA ZETA S( 202 EAST CHU[ OXFORD, OH 4� (513) 523-7597 SITE INFO: LOT 4, BLOCK GREEK VILLAG 1.00 ACRE z W F_ 0 W Z U) 06 n W W F_ z < n INj If -il, R ,r � rjCV A PUANCE MAR 1 7 2004 12 COLLEGE STATION ATE DEVELOP/ NTS rH 1� SHEET: SCALE = 1:20 P @ Copyright 2004 by R.L. Payne & Associates, Inc. � A,02.08-, q:3 VICINITY MAP o CL N C14 GENERAL NOTES 1. ELEMENTS IN BUILDING PERTAINING TO CITY PARKING REQUIREMENTS WILL NOT CHANGE IN SIZE WITH RENOVATION/ADDITION, r E. 1 HOUSE MOTHER, 38 CIR'-S, CHAPTER R00M - 870 S.F. (68 REO'D AND PROVIDED) 2. A REVISED LANDSCt FIE PLAN WILL BE SUBMITTED BY LANDSCAPE DESIGNER. 3. THE SUBJECT TRAC_! DOES NOT LIE WITHIN THE 1013 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A FLOOD INSURANCE RATE MAP FOR BRAZO`, . COUNTY, TEXAS AND INCORPORATED AREAS. C_QMMUNITY NO. 480083, PANEL NO. 0144 C, MAP NO. _ 4804100144 C. EFFEC.:VE DATE: JULY 2, 1992. 4. WATER AND SEWER �N NORTHWEST SIDE OF OLYMPIA WAY 5. BUILDING MATERIALS TO MATCH EXISTING BUILDING (MASONRY WALL/COMPOSITION SHINGLED ROOF) A 6. T Y AN S N 1 I Old'] ')E BY k' ING EN GIN R ALL NEW ROOF MOUNTED AND GROUND-MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A PINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND .SCN-'E MAINTAIN A UNIFIED APPEARANCE. 8. DEVELOPER INSTALLS CONDUIT PER CITY SPECS AND DESIGN. 9. DEVELOPER PROVIDES 30' OF RIGID CONDUIT FOR RISER POLES. DEVE INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. 10. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. EMAIL TO RBOLIN@CSTX.GOV 11. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. - 12. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES. 13. ANY CHANGE IN ELECTRICAL SERVICE, CONTACT CSU. 14. IRRIGATION SYSTEM AND NEW FIXTURES (3 TOTAL) TO BE CONNECTED TO EXISTING METER. 15. FIRE LINE TO CONNECT ON THE DISCHARGE SIDE OF THE PROPOSED WATER METER. IF AN EASMENT IS REQUIRED A 15' P.U.E. WILL BE PROVIDE ALONG WITH NECESSARY DOC:UMENTS FOR EASMENT DEDICATION SHEET. OLYMPI WAY _1 - 291 EXISTING CONCRETE -294- - - SIDEWALK All public infrastructure for this prolect shall be constructed in conformance with the City Of College Station's Standard Specifications. No deviations from th tandards hMe beffn MVesied by 'h — -- se tile —Aff- - Design Engineer or a S requests for substitutions will be made in writing to the City Engineer by the Design Engineer of record. Written approval for all deviations must be securied from the City Engineer prior to constrijollon. ELEV.ATION - - - CERTIFICAT UTILITY TAP LE C3 •11' (4) - (SIZE) 1 (0) t Irl I 0+2 1 11 SANITARY SEWER 0 +3 -WATER/DOMESTIC NOT REOL)IPED WATERARRIGATION n I I A -0, ".1041 So W ADDITION /RENOVATION a��3 3• ISSUE ATI 02/ PROJECT 07.2003 DRAWN BY CHECKED I REVISION 0 03 A IL APPLICANT: DELTA ZETA S( 202 EAST CHU[ OXFORD, OH 4� (513) 523-7597 SITE INFO: LOT 4, BLOCK GREEK VILLAG 1.00 ACRE z W F_ 0 W Z U) 06 n W W F_ z < n INj If -il, R ,r � rjCV A PUANCE MAR 1 7 2004 12 COLLEGE STATION ATE DEVELOP/ NTS rH 1� SHEET: SCALE = 1:20 P @ Copyright 2004 by R.L. Payne & Associates, Inc. � A,02.08-, q:3 VICINITY MAP I LEGEND CURVE TABLE C # DEL TA RADIUS LENGTH CHORD C1 89'08'1 25.00' --- BEARING 38.89' S00'7 I'l 7"W 35.09' C2 192 535.00' 1 181.23' N35 03'10"E 780-36' NOT TO SCALE Uj lu (0- < IT CIJ T CM ( 5 LU i- cz 0 LL. m < (D lu 0 Q) i� < C -<, 83 1-, z --. U2 -T < 8 .4, 8 0 N 0 0 > _j 5� N 0 V ? IU > < O > < Qf T4 A ---- --- - - - -o- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - --- - - - - - - - - - - - - - - - - - -------- - - - - -- ELECTRIC BOX BACK OF CURB _1�1. S4422'51"E - 239.50 NO FENCE--, C,5 - - - - - - - - - - - - - - - - - - - - - - - - -- - GU WIREIANCHOR-I—' E ; POWER POLE BRS 1.00 ACRE FIRE HYDRANT 0' REAR BLDG. SETBACK 20' UTILITY EASEMENT PER C.O.. ORDINANCE 'R I—W] WATER METER 0.4, LIGHT POLE VOL. 408, PG. 241 EASTMENT LINE 1 .00 ACRE CENTERED ON LOT LINES 241 PROPERTY LINE F L FIRE SPRINKLER LINE GREEK VILLAGE - PHASE Ii % PER PLAT VOL. 408, PG. VOL. 408, PG. 241 L IQ I M I CONC. PARKING LOT N Lj ---------- - - - 2ENTERELLQN_j_a71 LINU - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - sz - - - - -- - - - - - - - - - - - - - - ---------------------------- BA NO FENCE 4 S44*22*51"E - 239.50' - - - -- EXISTING - -- TREE - - - - 20' ( 51Q) C,5 - - - - - - - - - - - - - - - - - - - - - - - - -- - GU WIREIANCHOR-I—' E ; POWER POLE BRS "& 1.00 ACRE FIRE HYDRANT 0' REAR BLDG. SETBACK 20' UTILITY EASEMENT PER C.O.. ORDINANCE 'R I—W] WATER METER 0.4, LIGHT POLE VOL. 408, PG. 241 EASTMENT LINE 1 .00 ACRE CENTERED ON LOT LINES 241 PROPERTY LINE F L FIRE SPRINKLER LINE GREEK VILLAGE - PHASE Ii % PER PLAT VOL. 408, PG. VOL. 408, PG. 241 L IQ I M I CONC. PARKING LOT N Lj ---------- - - - 2ENTERELLQN_j_a71 LINU - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- \ PER PLAT VOL. 408, PG. 241 OF CURB ELECTRIC BOX -\:� "& 1.00 ACRE FIRE HYDRANT FH I—W] WATER METER UI LIGHT POLE VOL. 408, PG. 241 EASTMENT LINE 1 .00 ACRE SETBACK LINE PROPERTY LINE F L FIRE SPRINKLER LINE GENERAL NOTES 1. ELEMENTS IN BUILDIf\ G PERTAINING TO CITY PARKING REQUIREMENTS WILL NOT CHANGE IN SIZE WITH RENOVATION/ADDITION, I E. 1 HOUSE MOTHER, 38 CIRLS, CHAPTER ROOM — 870 S.F. (68 REQ'D AND PROVIDED) 2. A REVISED LANDSCAPE PLAN WILL BE SUBMITTED BY LANDSCAPE DESIGNER. 3. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO. 0144 C, MAP NO. 48041CO144 C. EFFECTIVE DATE: JULY 2, 1992. 4. WATER AND SEWER ON NORTHWEST SIDE OF OLYMPIA WAY 5. BUILDING MATERIALS, TO MATCH EXISTING BUILDING (MASONRY WALL /COM POSITION SHINGLED ROOF) 6. ALL NEW ROOF MOUNTED AND GROUND—MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR) SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT—OF—WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT. LOT; ., M.EASURED. FROM A PINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE: AND` - TO:- MAINTAIN A UNIFIED APPEARANCE. 8. DEVELOPER INSTALLS CONDUIT PER CITY SPECS AND DESIGN. 9. DEVELOPER PROVI 30' OF RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. 10. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. EMAIL TO RBOLIN@CSTX.GOV 11. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. 12. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS, INSTALLED FOR ELECTRIC LINES. REMAINDER. 13. ANY CHANGE IN ELECTRICAL SERVICE, CONTACT CSU. 14, IRRIGATION SYSTEM AND NEW FIXTURES (3 TOTAL) TO BE CONNECTED TO EXISTING METER. 15. FIRE LINE TO CONNECT ON THE DISCHARGE SIDE OF THE PROPOSED WATER METER. IF AN EASMENT IS REQUIRED A 15' P.U.E. WILL BE PROVIDE ALONG WITH NECESSARY DOCUMENTS FOR EASMENT DEDICATION SHEET. LOT 2, BLOCK 1 1.00 ACRE of GREEK VILLAGE - PHASE 11 LOT 1, BLOCK I UI VOL. 408, PG. 241 1 .00 ACRE Q) GREEK VILLAGE - PHASE Ii % ----------------- VOL. 408, PG. 241 L IQ I M I 20' UTILITY EASEMENT - - - - - - 2ENTERELLQN_j_a71 LINU - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- \ PER PLAT VOL. 408, PG. 241 OF CURB ELECTRIC BOX -\:� BA NO FENCE 4 S44*22*51"E - 239.50' J. 7'-­ � - 20' ( 51Q) U 5 1L I TY EA 5EMEN T LOT 2, BLOCK 1 1.00 ACRE of GREEK VILLAGE - PHASE 11 UI VOL. 408, PG. 241 Q) ----------------- j__ 5� CENTE?ED ON OTLIN ES�_ - - - - - - - - - - PER FLAT VOL 408, P2. 241 O eyno -4o >iova P.UZ )i REA40VE EXISTING 1-0 0 FENCE AND I RICK COL UM NI Z or , CONC. WALKWAV,: I N ,C 0) Z 7- PER C.O.C.S ORDINANCE EXISTING 294 CONC. PARKING LOT - - - - -- -A I ')DEN FEN 1 114" PROF U_ I WO, CE CONC. WALKWAY Lw - - - -- wo 1Q11 1'X2' BRICK IT T67 �7 o 0 COLUMN i \ " - - - I - 0 R _VE EXISTING 294 I'Xl' BRIC COL. W"" WA LK 0 REMOVE EXI ING FZN& C 0 AND BRIC COLUM`NS 9 wl 1 r-7 . 2 4 ' r - of �. :­- ; .. ­ �< ". -�* I , " , 4 6 N co Q; L6 Qi > N CNJ 0i L C1_ IL1 _j � w o w o \ _ o ,< ✓; Q \ i w > LU oO Z W I Q; g X 1° -. v in to -\ / ' o bz b 51 sl O U tu - \^ z Q - 'tn'm \' d - A' p \i° �"� Lrs co O U c0 w \M .I: i 1 -91 9 It 0 O N E la t< .. .69 ipp > ............... .. - z � *I ". W ­­­* ....................... L d ' / m n 2 \ 6 S'6£ L �7 . ..... 0" ` 9c' N SETB Z1 FRONT BLDG. EX PER PLAT VOL. 408, PG. 2�f l (b) LIGH E in f EXISTING O CONC. WALKWAY REM TING ct� . Ui 6 z �g IDEWALK Q cc O N44 22'51 "W 181.43' ip W C6 LIGH�TOZ_ !9 J. J Lw • f-z d BACK OF CURB CONC. SIDEWALK CL f- REMOVE EXISTING LIGHT POLE > OLYMPIA WAY - 50 WIDE R.O.W. (27' WIDE ASPH. PVMT - BC TO BC) Z 0 .. . .. . ....... ......... — �s �� — — — eanj -4o move __46e m SITE PLAN - 1 EXISTING CONDITIONS �1101_1 SCALE = 1:20 BACK OF CURB- DF COMPL MAR 17 2004 it wir infrastructure for this pro ject shall be t4 COLLEGE STATION ISSUE DATE 02/27/04 .PROJECT N 07.2003 DRAWN BY CHECKED E REVISION Z �h 03/10/0 ln� . A APPLICANT: DELTA ZETA SC 202 EAST CHUF OXFORD, OH 41E (513) 523-7597 SITE INFO: LOT 4, BLOCK 1 GREEK VILLAGE 1.00 ACRE U z U) w z U) 06 CL Lij w F_ z W < n t P Ix A constructed in conformance with the itY OT College NOW Station's Standard Specifications. No dev on3 ELEVATION'. RED &_d y th e from these standards have been requesm; --CEMMAT f ir— UMM TAP LEGEND � "I',"", I P 11 _1 ­. —D-e—sign--En_9rn-eRer--dr_a - swill be made in writing t-o OR substitutl C3 REOUIRED requests for CMAPF the City Engineer by the Design Engineer allf record C3 +11 for all deviations muc ,,t be secured SANITARY SEWER Written app" Oval . E3 +2' MAR 17 2004 from the City Engineer prior t co nstrucdo.1 0 +3' WATER/DOMESTIC 02s 1ANCHOR 120' RL6F BLDG. SEITRLC ITE PLAN =W ADDITION/RENOVATION 44 1 �� UULLLUL STATION WATERAIRRIGAPON DEVELOPMENT SEWIC �NO R E D P NORTH ISHEET: I N EXISTING CONCRILFTE SIDEWALK E R r r .,i5T 294- WALK A�' d If a / / NI / \ : 4 P SEP/ /�,.,/ f. / L I 4 �, �1� X_ 4 I d 4- CL 'A 7 / l ® I C, EXISTING CONCRETE —7 SIDEWALK , if EX15TING I TV O STORY 15P,!CK BUILDING W > PROPOSED COLUMNS AND COVERED PORCH ADDITION 4. .4 4 Se 0 A A b Ef t]Ej 25' FRONT BLDG. SETB Z PER PLAT VOL. 408 PG. 241 4 4 A P ROPO SED C CR LK 1144*22'51"W - 181.43' 292 J , I LOT 4, BLOCK 1 1.00 ACRE GREEK VILLAGE - PHASE 11 VOL. 405, PG. 241 292 N 7 LQ C L - -291 - EXISTING CONCRETE OLYMPIA WAY SIDEWALK 50'R.O.W. - - W� \ — - - BENCHMARK No. 2 A T TOP OF FIRE HYDRA ELEVATION = 293.59' NORTH VICINITY MAP of UI Q) IQ I M I ( 51Q) LOT 4, BLOCK 1 1.00 ACRE GREEK VILLAGE - PHASE 11 VOL. 405, PG. 241 292 N 7 LQ C L - -291 - EXISTING CONCRETE OLYMPIA WAY SIDEWALK 50'R.O.W. - - W� \ — - - BENCHMARK No. 2 A T TOP OF FIRE HYDRA ELEVATION = 293.59' NORTH VICINITY MAP CURVE TABLE C # DEL TA RADIUS LENGTH BEARING CHORD C1 89 °08'18" 25.00' 38.89' S00 °1I'17 "W 35.09' C2 79'2 4,32 " 535.00' 181.23' N,35'0,3'1 0 "E 180.36' VICINITY MAP NOT TO SCALE w z w _ Q W J\ , 0 w wnr I I °Z �Uww �m� �Q�� � Z mooCO o0 U m � o`~w C * 0 QO U-i I Zo�g0 �O ? ° o° XN w Q o �roZ Q ro° _\ .o� \ -- --------- - - - - -- ------------------ ----------------------------- ---------------------- -------- - - - - -- m\ BACK OF CURB S44 22'51 -- 239 .50 NO FENCE ELECTRIC BOX , / I / OW \ h r� 70 x A Q BROOK' o D GIL .HRI GILCHP. G.-.T _ ;0 n 7� MOSS �a b KYLE ? DOMINEK - - - - - -- - .O -- — — — — — DOMINEK — — — — — — — — MAGNOLIA Q� — — — — 7�, HARWO D d � UNIVERSITY AKS z LANTA IO D OAKS .fJ ❑ D r-I z C z C = ' HARVE_Y ROAD � O PROJECT SITE VICINITY MAP NOT TO SCALE w z w _ Q W J\ , 0 w wnr I I °Z �Uww �m� �Q�� � Z mooCO o0 U m � o`~w C * 0 QO U-i I Zo�g0 �O ? ° o° XN w Q o �roZ Q ro° _\ .o� \ -- --------- - - - - -- ------------------ ----------------------------- ---------------------- -------- - - - - -- m\ BACK OF CURB S44 22'51 -- 239 .50 NO FENCE ELECTRIC BOX , / I / OW \ ` LIZ:_. -• — -- - -- -- — / EXIS NG T EE 4 --- - - - - - -- ----------------- Owl GUY \ WIRE /ANCHOR E / I \, POWER POLE BRS. 0' REAR BLDG. SETBACK ° Li 20' UTILITY EASEMENT , 'DUMPR'P/J 0.4' S.E. -� / N C) o Z \ CENTERED ON LOT LINES PER C.O.C.S ORDINANCE r V U �` PER PLAT VOL. 408, PG. 241 / yY�WOOQ NC ' r � � � PERi�ye u . R v o CONC. PARKING LOT - - Gallo -40 Tee tin by �� I RE OVE EXISTING a Q � ;� �o � ENCE AND BRICK COLUMNS d 0 Zorn ° o 3 K %QE ' Z v 2 CONC. WALKWA Z N P 4.. 1. •A'.� \. •.p .D •' . • D • ". �.. ;• 'lam.' ".; - +'• rD. ` , D, S. `. • T J I Y O • j, ' l U �` I `I WOODEN FENCE p : i trBZ - i �.° ! V y ¢� '::.: '.b �., ' CONC. WALKWAY -- -- - - m W i 1 1 1X2' BRICK ( / I '> m. W U COLUMN 'R M0 E EX(STING\ / I l W�ALK►NSAa' ' 1 Xl' BRICK COL. REMOVE EXIS /NG FEN E \ H11 , ' AND ERIC COLUMNS ° 1 : - ' •� o . I v \ �� Lu l 9'Zl > ( 1 5 ZL 2 / Q n. D: . . 6 Q I .. O \ 24.0 .I. • //' £ ££ "r� :.i.` rp *.,. Y p. Z£ �, i• U / ii6. d U N p X < Ui V) p Yz ° 5I l °''.'•t.' t.,. : � t, . "' g I (w� — S'I N a 1 w > QD Zi I m ti N� j - Q ( 0 OL tr � 5 •G a D� I a h �E _ � 0 06 U2 rp t f r \ o 0 9'e� Ear _ ° t N 8 ,t h tJ N� f' R J � UJ O Z L 1rp.' . ......... . ..................... £ ..............G... I it o r 4 � U i I m i - _ _ _- Lu rP m. I ' 4 I -Y O I \ . yam EXIST REE p 25' FRONT BLDG. SETBACK/ — . r' . • PER PLA T VOL. 408, PG. 24.1 I - Q EXISTING T EE 1 W v I / ;REM V XISTING CONC WALKWAY IDEWALK I o z z x \ I - - - N44_22'51 "W - 181.43' o - _ �, W r7 \ I - - - _ - y I C> O _� LIGH T POLE — \ L r �p 3.J' vn ° BACK OF CURB CONC. SIDEWALK - l,E _ B2lnO -40 >/OVB ' REMOVE EXISTING m _ LIGHT POLE o . Z ° OLYMPIA WAY - 50' WIDE R.O.W. ' - -•16E p Q rn (27' WIDE ASPH. PVMT. - BC TO BC) Z � I N N Zi 4,� , i , Y7� BENCHMARK No. 2 AT TOP OF FIRE HYDRANT ELEVATION = 29J.59' EXISTING CONDITIONS ELEVATION CERT1MAT_E ' _ _ TAP LEGEND E3 REQUIRED (S IM C3 +1' SANITARY SEWER 0+21 mil• �I WATER /DOMESTIC 0 +4' •� W ATERARRIGATION NOT REOUIREb � P BACK OF CURB WTVIE NEVIEW MAR 1 7 2004 COLLEGE STATION DEVELOPMENT SPNimc n#J SITE PLAN NEW ADDITION /RENOVATION , �� 4� SCALE = 1:20 C)" @ Copyright 2004 by R.L. Payne & Associates, Inc. - 17 0 4PIP 3 3w q%37 Q=; SHEET S� LEGEND GENERAL NOTES ISSUE 1. ELEMENTS IN BUILDi`aG PERTAINING TO CITY PARKING REQUIREMENTS WILL NOT CHANGE IN SIZE WITH PROJE( FIRE HYDRANT RENOVATION /ADDITION, I.E. 1 HOUSE MOTHER, 38 CIRL.S, CHAPTER ROOM - 870 S.F. (68 REQ'D AND PROVIDED) 07.200 FH 2. A REVISED LANDSCAPE PLAN WILL BE SUBMITTED BY LANDSCAPE DESIGNER. DRAWN E WATER METER 3. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLQODPLAIN ACCORDING TO THE F.E.M.A FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO. 0144 C, MAP NO. CHECK/ LIGHT POLE 4804100144 C. EFFECTIVE DATE: JULY 2, 1992. 4. WATER AND SEWER ON NORTHWEST SIDE OF OLYMPIA WAY - — - EASTMENT LINE 5. BUILDING MATERIALS TO MATCH EXISTING BUILDING (MASONRY WALL /COMPOSITION SHINGLED ROOF) REVISIC Q 6. T AN S N I I OV E BY LI EN N R G U V 0 03/ SETBACK LINE ALL NEW ROOF MOUNTED AND GROUND - MOUNTED MECHANICAL. EQUIPMENT SHALL BE SCREENED FROM VIEW ORI ISOLATED` -SO AS -- PROPERTY LINE NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, . MEASURED FROM Q A PINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE, TO.' 0 - F�- FI= FIRE SPRINKLER LINE MAINTAIN A UNIFIED APPEARANCE. 8. DEVELOPER INSTALLS CONDUIT PER CITY SPECS AND DESIGN. 9. DEVELOPER PROVIDES 30' OF RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. 10. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND /OR SITE PLAN. EMAIL TO RBOLIN @CSTX.GOV APPLICAN 11. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. 12. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES. DELTA ZE 13. ANY CHANGE IN ELECTRICAL SERVICE, CONTACT CSU. 202 EAST 14. IRRIGATION SYSTEM AND NEW FIXTURES (3 TOTAL) TO BE CONNECTED TO EXISTING METER. OXFORD, 15. FIRE LINE TO CONNECT ON THE DISCHARGE SIDE OF THE PROPOSED WATER METER. IF AN EASMENT IS REQUIRED A 15 (513)523-' P.U.E. WILL BE PROVIDE ALONG WITH NECESSARY DOCUMENTS FOR EASMENT DEDICATION SHEET. SITE INFO LOT 4, BL I 1 I U Z GREEK A \ LOT 1, BLOCK 1 I I o � LOT 2, BLOCK 1 1. ACRE 1.00 ACRE 1.00 ACRE \ GREEK VILLAGE - PHASE Ii GREEK VILLAGE - PHASE 11 z z — — VOL. 408, PG. 241— — I � '� m — VOL. 408, PG. 241 0 0 —! �o \� 20 UTILITY EASEMENT - -- CENTERED ON LOT NES - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - ------ - - - - - - - - -- - - - - -- -- \ PER PLAT VOL. 408, PG. 241 ELECTRIC BOX �\ BACK OF CURB NO FENCE�� S44 ° 22'51 "E - 239.50' - ?95_ = 3 7 ' - -- mo - - J'W� / I 20' U ILITY EA EM ENT © CEN_ ED ON OT CS - -- - - - - - - - - - - - - - - - - - - - - - - - - - -T- - - - - - - - - - ° -- - �t�41 -- — — — — — — — — — J 1 s z� N Q� II A W U�o I W �- Q / _R � I 1 W / I / `bj Z° I O n p Zi N N 6 z�" N U V o I n W � 0 U m m Q I a l o (5 \ O Q Ci v I O ® 'zn 'V W EXISTING CONCRETE U Flo SIDEWALK �^ J olv, C) Ci Q� Ci I m ' W o LOT 4, BLOCK 1 o 2 1 .00 ACRE GREEK VILLAGE - PHASE II I I Z VOL. 408, PG. 241 / 11 � — — 292 !CRE \ � EXISTING CONCRETE SIDEWALK PER PLAT VOL 408, P3. 241 / GUY WIRE /ANCHOR _ 20' REA BLDG. SET8AC PER C.O.C.S ORDINANCE / P( / / I EXISTING _ 294 _ _I ►f --- CONC. PARKING LOT - - - OLYM PI WAY I infrastructure for this project shall be All p ublic ance wifih the City of College iation constructed in conform _ Station's Standard Specifications. No de- i — from these s#anda�s roved btl the City. All - •Design Engineer o aPp to requests for substitutionE the City Engineer by Cessign Engine-Or of ` rec� Mitten approval for all de` constr� ust be son secured fmm the City Engineer p to - - - - - -- - - -- - -- — — — — — — — — — — — — — — — — — — — — — — — — 7 —*---- --- - - - - - -- ----------------- Owl GUY \ WIRE /ANCHOR E / I \, POWER POLE BRS. 0' REAR BLDG. SETBACK ° Li 20' UTILITY EASEMENT , 'DUMPR'P/J 0.4' S.E. -� / N C) o Z \ CENTERED ON LOT LINES PER C.O.C.S ORDINANCE r V U �` PER PLAT VOL. 408, PG. 241 / yY�WOOQ NC ' r � � � PERi�ye u . R v o CONC. PARKING LOT - - Gallo -40 Tee tin by �� I RE OVE EXISTING a Q � ;� �o � ENCE AND BRICK COLUMNS d 0 Zorn ° o 3 K %QE ' Z v 2 CONC. WALKWA Z N P 4.. 1. •A'.� \. •.p .D •' . • D • ". �.. ;• 'lam.' ".; - +'• rD. ` , D, S. `. • T J I Y O • j, ' l U �` I `I WOODEN FENCE p : i trBZ - i �.° ! V y ¢� '::.: '.b �., ' CONC. WALKWAY -- -- - - m W i 1 1 1X2' BRICK ( / I '> m. W U COLUMN 'R M0 E EX(STING\ / I l W�ALK►NSAa' ' 1 Xl' BRICK COL. REMOVE EXIS /NG FEN E \ H11 , ' AND ERIC COLUMNS ° 1 : - ' •� o . I v \ �� Lu l 9'Zl > ( 1 5 ZL 2 / Q n. D: . . 6 Q I .. O \ 24.0 .I. • //' £ ££ "r� :.i.` rp *.,. Y p. Z£ �, i• U / ii6. d U N p X < Ui V) p Yz ° 5I l °''.'•t.' t.,. : � t, . "' g I (w� — S'I N a 1 w > QD Zi I m ti N� j - Q ( 0 OL tr � 5 •G a D� I a h �E _ � 0 06 U2 rp t f r \ o 0 9'e� Ear _ ° t N 8 ,t h tJ N� f' R J � UJ O Z L 1rp.' . ......... . ..................... £ ..............G... I it o r 4 � U i I m i - _ _ _- Lu rP m. I ' 4 I -Y O I \ . yam EXIST REE p 25' FRONT BLDG. SETBACK/ — . r' . • PER PLA T VOL. 408, PG. 24.1 I - Q EXISTING T EE 1 W v I / ;REM V XISTING CONC WALKWAY IDEWALK I o z z x \ I - - - N44_22'51 "W - 181.43' o - _ �, W r7 \ I - - - _ - y I C> O _� LIGH T POLE — \ L r �p 3.J' vn ° BACK OF CURB CONC. SIDEWALK - l,E _ B2lnO -40 >/OVB ' REMOVE EXISTING m _ LIGHT POLE o . Z ° OLYMPIA WAY - 50' WIDE R.O.W. ' - -•16E p Q rn (27' WIDE ASPH. PVMT. - BC TO BC) Z � I N N Zi 4,� , i , Y7� BENCHMARK No. 2 AT TOP OF FIRE HYDRANT ELEVATION = 29J.59' EXISTING CONDITIONS ELEVATION CERT1MAT_E ' _ _ TAP LEGEND E3 REQUIRED (S IM C3 +1' SANITARY SEWER 0+21 mil• �I WATER /DOMESTIC 0 +4' •� W ATERARRIGATION NOT REOUIREb � P BACK OF CURB WTVIE NEVIEW MAR 1 7 2004 COLLEGE STATION DEVELOPMENT SPNimc n#J SITE PLAN NEW ADDITION /RENOVATION , �� 4� SCALE = 1:20 C)" @ Copyright 2004 by R.L. Payne & Associates, Inc. - 17 0 4PIP 3 3w q%37 Q=; SHEET S� LEGEND GENERAL NOTES ISSUE 1. ELEMENTS IN BUILDi`aG PERTAINING TO CITY PARKING REQUIREMENTS WILL NOT CHANGE IN SIZE WITH PROJE( FIRE HYDRANT RENOVATION /ADDITION, I.E. 1 HOUSE MOTHER, 38 CIRL.S, CHAPTER ROOM - 870 S.F. (68 REQ'D AND PROVIDED) 07.200 FH 2. A REVISED LANDSCAPE PLAN WILL BE SUBMITTED BY LANDSCAPE DESIGNER. DRAWN E WATER METER 3. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLQODPLAIN ACCORDING TO THE F.E.M.A FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO. 0144 C, MAP NO. CHECK/ LIGHT POLE 4804100144 C. EFFECTIVE DATE: JULY 2, 1992. 4. WATER AND SEWER ON NORTHWEST SIDE OF OLYMPIA WAY - — - EASTMENT LINE 5. BUILDING MATERIALS TO MATCH EXISTING BUILDING (MASONRY WALL /COMPOSITION SHINGLED ROOF) REVISIC Q 6. T AN S N I I OV E BY LI EN N R G U V 0 03/ SETBACK LINE ALL NEW ROOF MOUNTED AND GROUND - MOUNTED MECHANICAL. EQUIPMENT SHALL BE SCREENED FROM VIEW ORI ISOLATED` -SO AS -- PROPERTY LINE NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, . MEASURED FROM Q A PINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE, TO.' 0 - F�- FI= FIRE SPRINKLER LINE MAINTAIN A UNIFIED APPEARANCE. 8. DEVELOPER INSTALLS CONDUIT PER CITY SPECS AND DESIGN. 9. DEVELOPER PROVIDES 30' OF RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. 10. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND /OR SITE PLAN. EMAIL TO RBOLIN @CSTX.GOV APPLICAN 11. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. 12. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES. DELTA ZE 13. ANY CHANGE IN ELECTRICAL SERVICE, CONTACT CSU. 202 EAST 14. IRRIGATION SYSTEM AND NEW FIXTURES (3 TOTAL) TO BE CONNECTED TO EXISTING METER. OXFORD, 15. FIRE LINE TO CONNECT ON THE DISCHARGE SIDE OF THE PROPOSED WATER METER. IF AN EASMENT IS REQUIRED A 15 (513)523-' P.U.E. WILL BE PROVIDE ALONG WITH NECESSARY DOCUMENTS FOR EASMENT DEDICATION SHEET. SITE INFO LOT 4, BL I 1 I U Z GREEK A \ LOT 1, BLOCK 1 I I o � LOT 2, BLOCK 1 1. ACRE 1.00 ACRE 1.00 ACRE \ GREEK VILLAGE - PHASE Ii GREEK VILLAGE - PHASE 11 z z — — VOL. 408, PG. 241— — I � '� m — VOL. 408, PG. 241 0 0 —! �o \� 20 UTILITY EASEMENT - -- CENTERED ON LOT NES - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - ------ - - - - - - - - -- - - - - -- -- \ PER PLAT VOL. 408, PG. 241 ELECTRIC BOX �\ BACK OF CURB NO FENCE�� S44 ° 22'51 "E - 239.50' - ?95_ = 3 7 ' - -- mo - - J'W� / I 20' U ILITY EA EM ENT © CEN_ ED ON OT CS - -- - - - - - - - - - - - - - - - - - - - - - - - - - -T- - - - - - - - - - ° -- - �t�41 -- — — — — — — — — — J 1 s z� N Q� II A W U�o I W �- Q / _R � I 1 W / I / `bj Z° I O n p Zi N N 6 z�" N U V o I n W � 0 U m m Q I a l o (5 \ O Q Ci v I O ® 'zn 'V W EXISTING CONCRETE U Flo SIDEWALK �^ J olv, C) Ci Q� Ci I m ' W o LOT 4, BLOCK 1 o 2 1 .00 ACRE GREEK VILLAGE - PHASE II I I Z VOL. 408, PG. 241 / 11 � — — 292 !CRE \ � EXISTING CONCRETE SIDEWALK PER PLAT VOL 408, P3. 241 / GUY WIRE /ANCHOR _ 20' REA BLDG. SET8AC PER C.O.C.S ORDINANCE / P( / / I EXISTING _ 294 _ _I ►f --- CONC. PARKING LOT - - - OLYM PI WAY I infrastructure for this project shall be All p ublic ance wifih the City of College iation constructed in conform _ Station's Standard Specifications. No de- i — from these s#anda�s roved btl the City. All - •Design Engineer o aPp to requests for substitutionE the City Engineer by Cessign Engine-Or of ` rec� Mitten approval for all de` constr� ust be son secured fmm the City Engineer p to 1 s z� N Q� II A W U�o I W �- Q / _R � I 1 W / I / `bj Z° I O n p Zi N N 6 z�" N U V o I n W � 0 U m m Q I a l o (5 \ O Q Ci v I O ® 'zn 'V W EXISTING CONCRETE U Flo SIDEWALK �^ J olv, C) Ci Q� Ci I m ' W o LOT 4, BLOCK 1 o 2 1 .00 ACRE GREEK VILLAGE - PHASE II I I Z VOL. 408, PG. 241 / 11 � — — 292 !CRE \ � EXISTING CONCRETE SIDEWALK PER PLAT VOL 408, P3. 241 / GUY WIRE /ANCHOR _ 20' REA BLDG. SET8AC PER C.O.C.S ORDINANCE / P( / / I EXISTING _ 294 _ _I ►f --- CONC. PARKING LOT - - - OLYM PI WAY I infrastructure for this project shall be All p ublic ance wifih the City of College iation constructed in conform _ Station's Standard Specifications. No de- i — from these s#anda�s roved btl the City. All - •Design Engineer o aPp to requests for substitutionE the City Engineer by Cessign Engine-Or of ` rec� Mitten approval for all de` constr� ust be son secured fmm the City Engineer p to 6 z�" N U V o I n W � 0 U m m Q I a l o (5 \ O Q Ci v I O ® 'zn 'V W EXISTING CONCRETE U Flo SIDEWALK �^ J olv, C) Ci Q� Ci I m ' W o LOT 4, BLOCK 1 o 2 1 .00 ACRE GREEK VILLAGE - PHASE II I I Z VOL. 408, PG. 241 / 11 � — — 292 !CRE \ � EXISTING CONCRETE SIDEWALK PER PLAT VOL 408, P3. 241 / GUY WIRE /ANCHOR _ 20' REA BLDG. SET8AC PER C.O.C.S ORDINANCE / P( / / I EXISTING _ 294 _ _I ►f --- CONC. PARKING LOT - - - OLYM PI WAY I infrastructure for this project shall be All p ublic ance wifih the City of College iation constructed in conform _ Station's Standard Specifications. No de- i — from these s#anda�s roved btl the City. All - •Design Engineer o aPp to requests for substitutionE the City Engineer by Cessign Engine-Or of ` rec� Mitten approval for all de` constr� ust be son secured fmm the City Engineer p to VOL. 408, PG. 241 / 11 � — — 292 !CRE \ � EXISTING CONCRETE SIDEWALK PER PLAT VOL 408, P3. 241 / GUY WIRE /ANCHOR _ 20' REA BLDG. SET8AC PER C.O.C.S ORDINANCE / P( / / I EXISTING _ 294 _ _I ►f --- CONC. PARKING LOT - - - OLYM PI WAY I infrastructure for this project shall be All p ublic ance wifih the City of College iation constructed in conform _ Station's Standard Specifications. No de- i — from these s#anda�s roved btl the City. All - •Design Engineer o aPp to requests for substitutionE the City Engineer by Cessign Engine-Or of ` rec� Mitten approval for all de` constr� ust be son secured fmm the City Engineer p to