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HomeMy WebLinkAboutCivil site planPARKING REQUIREMENTS: ORDINANCE: MULTIFAMILY - 1 SPC/l BEDROOM REQUIRED: 4 BEDROOMS/UNIT = 4 SPACES/UNIT 15 UNITS x 4 SPACES/UNIT = 60 SPACES TOTAL REQUIRED = 60 SPACES PROVIDED: REGULAR = 65 SPACES H/C = 2 SPACES TOTAL PROVIDED = 67 SPACES LUTHER ST. WEST FAMBULATORY RAMP (VARIABLE WIDTH RIGHT-OF-WAY) S DETAIL SW4-00 (-33' H.M.A.C. ROAD w/OPEN DITCH) (M AJOR COLLECTOR) ' 6' SIDEWALK t: ' + - - ' LP AMBULATORY RAMP (TY 1) 15' BUILDING LINE NOW OR FOR ERLY JERRY C. NOVO AD AND WIFE, SANDRA OVOSAD ( 26.77' 4' WIDE SIDEWALK LOT 1, BLO K 1 { LEAVE -OUT--/ NOVOSAD ADDITION 00 I SEE SHEET C1.2 (VOLUME 7597, PGE 279) ZONED: R 4 1 cJ CON ETE DRAINAGE FLUME { SEE SHEET C1.2 20' P. E. N { 14 � I d' { 5.79' Z { 20' P.U.E. MH 0 r 13 PROPOSED z I MAN HOLE_' SEE SHEET C2.2 { z I 012 m I PROPOSED in I FIRE HYDRANT SEE SHEET C2.1 { 4 -EM 123.63' PROPOSED { I PRIVATE MANHOLE °' SEE SHEET C1.3 MH O 23.18' 4' WIDE SIDEWALK PROPOSED -PAD MOUNT LEAVE -OUT TRANSFORMER { ISEE SHEET C1.2 w/CONCRETE PAD (TYP) 4 -EM SEE SHEET C1.3 I 11 10' P.U.E. U 00 I i0 Z0 N V) �+ =ami ( I 5.79' 04mzN { 1 U1CD of-vQ�co Z { O QLd o 0�NN z�Jw J COMMERCIAL DRIVEWAY, SEE B/CS DETAIL ST2-03 _ ADJ. LEFT ADJ. RIGHT AMBULATOR RAMP X475 350' =01 B/CS DETAIL SW4-00 .� TBM 1: ELEV.=328.67' I 6' IDEWALK N_43' 54' 51" E - 2 1.11_ ... ~- ..,. 1 P.U.E. .0 o _ 1 Q SQ.FT. 20.00' I CONCRETE DRAINAGE FLUM I SEE SHEET C .2 { { J a W 0 U) .41 z0 �� ( H/C PARKING SPACES, `� SIGNS AND RAMPS O { U I Z { I I { I { EXISTING PRIVACY 120.07' WOOD FENCE-'--- { ( DETENTION { I POND Tl CONCRETE DUMPSTER PAD w/8' HIGH SCREENING FENCE 4-�7 24.97' 22.50' u N mx yr w v Q n_ 299-SQ.FT. .z Y Q W 0 U) �f- d- 231 SQ.FT. 13.03' I'w { z_ Ics 'Z { Z I J m I� CONCRETE DUMPSTER PAD I { d�- w/8' HIGH SCREENI G4 -EM { N FENCE & GATES - SEE SITE NOTE_ #9--- 20. O' w Lq MH ` { TS20. ) 3 -EM 0PROPOSEDPRIVATE MA HOLESEE SHEET 1.313 I { -\6 Ispr-ES 9'x20')= 45.00' { 20' P.U.E. ®... r +" 0° 52'"' 5" W _" 213.07' S 4 cn PROPOSED PULL BOX °' FOR ELECTRIC SERVICE NOW OR FORMERLY SEE SHEET C1.3 COMMONWEALTH AUSTIN CH, L.P. LOT 4A, BLOCK 1 MELROSE SUBDIVISION (VOLUME 6702, PAGE 38) ZONED: R-4 PROJECT BENCHMARK: BOX CUT IN BACK OF CURB ON THE SOUTHEASTERLY SIDE OF LUTHER STREET WEST, NEAR THE NORTH CORNER OF THE SUBJECT TRACT. ELEV. = 328.67' (NAVD 88) PROPERTY INFORMATION TRADITIONS at LUTHER LOT 1, BLOCK ONE (1.583 ACRES or 68,956 SQ.FT.) ZONED: R - 4 NOW OR FORMERLY ALI JAFFAR (VOL. 6702, PG. 38) SYMBOL & LINE LEGEND 0 POWER POLE Ln LIGHT POLE 00 GUY WIRE ANCHOR O GAS PIPELINE RISER Wwv I � I WATER METER OEM Y ®GM J OO MH MANHOLE w CLEANOUT v FIRE HYDRANT `_ W o_ AREA INLET cn JUNCTION BOX - - - BUILDING SETBACK LINE N_ PROPERTY LINE -------- EASEMENT LINE J a W 0 U) .41 z0 �� ( H/C PARKING SPACES, `� SIGNS AND RAMPS O { U I Z { I I { I { EXISTING PRIVACY 120.07' WOOD FENCE-'--- { ( DETENTION { I POND Tl CONCRETE DUMPSTER PAD w/8' HIGH SCREENING FENCE 4-�7 24.97' 22.50' u N mx yr w v Q n_ 299-SQ.FT. .z Y Q W 0 U) �f- d- 231 SQ.FT. 13.03' I'w { z_ Ics 'Z { Z I J m I� CONCRETE DUMPSTER PAD I { d�- w/8' HIGH SCREENI G4 -EM { N FENCE & GATES - SEE SITE NOTE_ #9--- 20. O' w Lq MH ` { TS20. ) 3 -EM 0PROPOSEDPRIVATE MA HOLESEE SHEET 1.313 I { -\6 Ispr-ES 9'x20')= 45.00' { 20' P.U.E. ®... r +" 0° 52'"' 5" W _" 213.07' S 4 cn PROPOSED PULL BOX °' FOR ELECTRIC SERVICE NOW OR FORMERLY SEE SHEET C1.3 COMMONWEALTH AUSTIN CH, L.P. LOT 4A, BLOCK 1 MELROSE SUBDIVISION (VOLUME 6702, PAGE 38) ZONED: R-4 PROJECT BENCHMARK: BOX CUT IN BACK OF CURB ON THE SOUTHEASTERLY SIDE OF LUTHER STREET WEST, NEAR THE NORTH CORNER OF THE SUBJECT TRACT. ELEV. = 328.67' (NAVD 88) PROPERTY INFORMATION TRADITIONS at LUTHER LOT 1, BLOCK ONE (1.583 ACRES or 68,956 SQ.FT.) ZONED: R - 4 NOW OR FORMERLY ALI JAFFAR (VOL. 6702, PG. 38) SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE .9 GUY WIRE ANCHOR ® GAS PIPELINE RISER Wwv WATER VALVE ®WM WATER METER OEM ELECTRICAL TRANSFORMER ®GM GAS METER OO MH MANHOLE OC -0. CLEANOUT AFH FIRE HYDRANT ®TP TELEPHONE PEDESTAL ❑ AI AREA INLET o\• JB JUNCTION BOX - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE ISLAND REQUIREMENTS: THE SQUARE -FOOTAGE SHOWN AT INTERIOR END ISLANDS DO NOT INCLUDE THE REQUIRED AREA FOR SINGLE OR DOUBLE END ISLANDS, BUT ARE A REFLECTION OF THE EXCESS AREA ABOVE THE REQUIRED SQUARE -FOOTAGE. INTERIOR PARKING = 51 SPACES REQ'D INT. ISLAND AREA=(51 /15x180)=612 SQ.FT. EXCESS PROVIDED INTERIOR ISLAND AREA = 639 SQ.FT. 1 �O F.M. 2818 TRADITIONS at LUTHER: AIRPO T 1 , 701 LUTHER ST. WEST 1 COLLEGE STATION, TX. SITE NOTES: VI CI N 1 TY MAP SUDDENLINK: MIKE LAVENDER - (979) 846-2229 �.onsul Er!qtnee.s^s U) .9 N.T.S. � A 1391 SEAMIST LANE <77845> wx POST OFFICE BOX 9253 ARK COLLEGE STATION, TEXAS 77842 DESCRIPTION EMAIL: civil@rmengineer.com 1. THIS SITE DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM GENERAL CONSTRUCTION NOTES' OFFICE - (979) 690-0329 2,378 GROSS SQ.FT. 1,189 FOOTPRINT SQ.FT. FAX - (979) 690-0329 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE w to O SURVEYOR \ KERR SURVEYING, LLC of O (� 505 CHURCH STREET CONSTRUCTION COLLEGE STATION, TX 77841 ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT OFF. (979) 268-3195 REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR FAX: (979) 691-8904 TRADITIONS at LUTHER: AIRPO T 1 , 701 LUTHER ST. WEST 1 COLLEGE STATION, TX. { 10' P.U.E 1 I { 20!00' p Ln i9 d. J U m Z to Jz w Lu > < �E Of 0 J CO OQN O��cU) n Lj 3:Li aocr: OZ�Jwzi Z :�i Oj 0 0 U CONCRETE DRAINAGE FLUME SEE SHEET C1.2 SITE NOTES: VI CI N 1 TY MAP SUDDENLINK: MIKE LAVENDER - (979) 846-2229 wW�< U) TYPICAL 2 -STORY, N.T.S. � A wx PAGES: 38-43 ARK DATE DESCRIPTION 4 BEDROOM UNIT 1. THIS SITE DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM GENERAL CONSTRUCTION NOTES' ®�Q COMPLETE 2,378 GROSS SQ.FT. 1,189 FOOTPRINT SQ.FT. COMMUNITY PANEL NO. 48041C 0182C, JULY 2, 1992. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE w to O (29'X41' BLDG. ENVELOPE) 18' EAVE HEIGHT 2• DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. STANDARDS. ���®� of O (� 2. THE 2007 B/CS UNIFIED TECHNICAL SPECIFICATIONS AND STANDARD DETAILS FOR WATER, SEWER, 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR STREET AND SIDEWALK CONSTRUCTION ARE ISSUED FOR THIS PROJECT. CONSTRUCTION LL. Z 0W0 ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO THE REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE REVIEuwwl ONLY RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A EXISTING UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS ® Q UNIFIED APPEARANCE. UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS ���� �'®� EXISTING PRIVACY 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS WOOD FENCE STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GRAY OR AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE �0 NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY NATURAL CONCRETE COLORS ARE NOT PERMITTED. COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. OF THEIR USE. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL CONTACT INFORMATION: PRELIMINARY 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET TEXAS ONE CALL: 800-245-4545 BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. LONE STAR ONE CALL: (800) 669-8344 TEXAS LAWS CONCERNING EXCAVATION. TEXAS EXCAVA11ON SAFETY SYSTEM (DIGTESS): (800) 344-8377 THIS DOCUMENT IS RELEASED 8. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS 7. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION CoCS: ELECTRICAL DIVISION - (979) 764-3660 FOR THE PURPOSE OF INTERIM 3_ UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL CoCS: WATER -,4c SEWER DIVISION - (979) 764-3435 REVIEW UNDER THE AUTHORITY DUMPSTER PADS. BRYAN TEXAS UiifT[ES (BTU): ELECTRICAL DIVISION - (979) 821-5865 OF RABON A. METCALF, P.E. VERIZON: JIM SURVANT - (979) 821-4300 NO. 88583, ON FEBRUARY 11, SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. 8. ALL BUILDING AND FREE-STANDING SIGNS WILL BE PERMITTED SEPARATELY. ATMOS ENERGY: KIMBERLY-WINN - (979) 774-2506 2008. IT IS NOT TO BE USED EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 FOR CONSTRUCTION, BIDDING 9. IN THE EVENT THAT THE DUMPSTER SCREENING AND ASSOCIATED ENCLOSURE HAS TO BE REMOVED SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 OR PERMIT PURPOSES. FOR UTILITY MAINTENANCE, THE PROPERTY OWNER IS SOLELY RESPONSIBLE FOR THE REPLACEMENT OF CITGO GAS: DOUG CLINE -_(713) 416-1289 - FOR SIDEWALKS. EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF THE WALL/FENCE IF THE UTILITY COMPANY MUST ACCESS A UTILITY LINE AT THIS LOCATION.- - - -- - ENERGY TRANSFER PIPELINE: JEFF MULLINS - (979) 820-5796 -" -- - { 10' P.U.E 1 I { 20!00' p Ln i9 d. J U m Z to Jz w Lu > < �E Of 0 J CO OQN O��cU) n Lj 3:Li aocr: OZ�Jwzi Z :�i Oj 0 0 U CONCRETE DRAINAGE FLUME SEE SHEET C1.2 REFER TO SHEET C3.1 FOR SITE & PARKING DETAILS I SCALE: 1"=20' SUDDENLINK: MIKE LAVENDER - (979) 846-2229 wW�< U) DIMENSIONAL CONTROL NOTES: T wx PAGES: 38-43 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. � F-- CLIENT NO. 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION ir00Z w 5 0325 1. 1 1.1 1 PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR Q w to O (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING �, of O (� INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. THIS MATERIAL IS UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR LL. Z 0W0 INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO THE REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR U �mI- RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. ® Q UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS 6. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN 0 GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND 0 �0 NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. OF THEIR USE. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL 7. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF IMPROVEMENTS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO TEXAS LAWS CONCERNING EXCAVATION. CONSTRUCTION OF IMPROVEMENTS. 8. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS 3_ UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN WHICHEVER 1S APPLICABLE. CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. W 4. UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 4'-0" (AT BACK OF CURB) AND 2'-0" 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND FOR SIDEWALKS. EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF 5_ TOPOGRAPHICAL & UTILITY INFORMATION ILLUSTRATED WAS DERIVED FROM AN ON -THE -GROUND MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING r� V SURVEY PERFORMED BY RME CONSULTING ENGINEERS, FOR THE SOLE PURPOSE OF ENGINEERING HOURS, UNTIL PROJECT COMPLETION. DESIGN, ON JANUARY 3, 2008. BOUNDARY INFORMATION ILLUSTRATED WAS OBTAINED FROM AN 10_ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED J ON -THE -GROUND SURVEY PERFORMED BY KERR SURVEYING, UNDER THE DIRECTION OF BRAD KERR, PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. R.P.L.S. 4502, ON JUNE 6, 2007. 6. T.B.M. "1": BOX CUT IN BACK OF CURB ON THE SOUTHERLY SIDE OF LUTHER STREET WEST, NEAR 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE U RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. THE NORTH CORNER OF THE SUBJECT TRACT. (ELEV_ = 32$.67' NAVE) 88) TRAFFIC CONTROL. NOTES: 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE CITY ENGINEER. 3. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. 4. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PLAN APPROVAL BY THE CITY ENGINEER TEN (10) WORKING DAYS PRIOR TO START OF CONSTRUCTION CONTR CT REFER TO SHEET C3.1 FOR SITE & PARKING DETAILS A OR IS REQUIRED TO SUPPLY ALL CLIENT INFORMATION SUB -CONTRACTORS WITH A COPY OF THIS PERMIT AND APPROVED TRAFFIC CONTROL PLAN. THE FI MANAGEMENT CONTRACTOR OR SUB -CONTRACTOR IS REQUIRED TO CONTACT THE CITY INSPECTOR FROM 24 TO 48 C O ALI JAFFAR HOURS PRIOR TO COMMENCING ANY WORK, 5727 RICHMOND AVE., APT. 202 DALLAS, TX. 75206 OFF: (979) 314-1333 FAX: (979) 216-1586 FILENAME: 0325SPlA I SCALE: 1"=20' SUBMITTED DATE: FEBRUARY wW�< U) � Q T wx PAGES: 38-43 w � F-- CLIENT NO. W 0 ir00Z w 5 0325 1. 1 1.1 1 � •- O W +� Q w to O �, of O (� Y ! Z m LL. Z 0W0 0 QYI-- U �mI- W ® Q J -� LLi � W 0 0� H 0 �0 0 A OR IS REQUIRED TO SUPPLY ALL CLIENT INFORMATION SUB -CONTRACTORS WITH A COPY OF THIS PERMIT AND APPROVED TRAFFIC CONTROL PLAN. THE FI MANAGEMENT CONTRACTOR OR SUB -CONTRACTOR IS REQUIRED TO CONTACT THE CITY INSPECTOR FROM 24 TO 48 C O ALI JAFFAR HOURS PRIOR TO COMMENCING ANY WORK, 5727 RICHMOND AVE., APT. 202 DALLAS, TX. 75206 OFF: (979) 314-1333 FAX: (979) 216-1586 FILENAME: 0325SPlA I SCALE: 1"=20' SUBMITTED DATE: FEBRUARY 11, 2008 DRAWN BY: A.J.B. CHECKED BY: R.A.M. FIELD BOOK: 9 PAGES: 38-43 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 220 - 0325 C1.1 SHEET 20F 11 PARKING REQUIREMENTS: ORDINANCE: MULTIFAMILY - 1 SPC/l BEDROOM REQUIRED: 4 BEDROOMS/UNIT = 4 SPACES/UNIT 15 UNITS x 4 SPACES/UNIT = 60 SPACES PP PLAN TOTAL REQUIRED = 60 SPACES NORTH PROVIDED: REGULAR = 65 SPACES H/C = 2 SPACES COMMERCIAL DRIVEWAY, 0 20 40 TOTAL PROVIDED = 67 SPACES SEE B/CS DETAIL ST2-03 SCAM -.1" = 20' T ADJ. RIGH ADJ. LEFT AMBULATORY RAMP LUTHER ST. WEST AMBULATORY RAMP -475' -350' B/CS DETAIL W4-00 {VARIABLE WIDTH RIGHT-OF-WAY} B/CS DETAIL SW4-00 TBM 1: (N33' H.M.A.C. ROAD w/OPEN DITCH) ELEV.=328.67' (MAJOR COLLECTOR) Ir 6' Si EWALK 6' SIDEWALK � } !44354- S1" E �--� .... 00 10' P.U.E. - - - - ' LP _ AMBULATORY oo = m R25o 00 - s" RAMP (TY 1) _ 25 15' BUILDING LINE 1 NOW OR FORJERLY SQ.FT.JERRY C. NOVOAD AND 20.00' WIFE, SANDRAOVOSAD 26.77' 4' WIDE SIDEWALK LOT 1, BLO 1 1 LEAVE -OUT I I 1 NOVOSAD ADDITION I SEE SHEET C1.2 15' P.U.E. (VOLUME 7597, P GE 279) I ZONED: R 4 r, 15 1 CONCRETE DRAINAGE FLUM TYPICAL 2 -STORY, 4 BEDROOM UNIT CON ETE DRAINAGE FLUME z SEE SHEET C1.2 1 2,378 GROSS SQ.FT. SEE SHEET C1.2z W Q 1 1,189 FOOTPRINT SQ.FT. I (29'x41' BLDG. ENVELOPE) 1 0 18' EAVE HEIGHT 20' P. E. C o En 14 0 �} 2 14* o I 1 tsn I o N1 d' 1 5.79' x I p I 13.03' I EXISTING PRIVACY Z 1 N w WOOD FENCE x U I 20' P.U.E. MH I J (A I Ow w < 3 J 0 1 N � m PROPOSED Z I MANHOLE i 4 I SEE SHEET C2.2 z ' 12 CONCRETE 0 j DUMPSTER PAD d- m I PROPOSED 1 15' P.U.E_ w/8' HIGH SCREENING 4 -EM 1 tV FIRE HYDRANT FENCE & GATES ` tell SEE SHEET C2.1 299 SQ.FT. SEE SITE NOTE #9 4 -EM 20. 0 W 23.63 o SQ.FT. PROPOSED FH _�_ - -- - -- -- - -- - o �d- - � d. PRIVATE MANHOLE MH _ M H * - 1 ---SEE SHEET C1.3 ob " 2 .j o' 24.97' 3 -EM 23.18' 4' WIDE SIDEWALK - __ PROPOSED d�- PROPOSED PAD MOUNT LEAVE_-ouT _ PRIVATE MANHOLE TRANSFORMER 1 4 -EM SEE SHEET C1.2 SEE SHEET 1.3 I 1 w/CONCRETE PAD (TYP) ( I 1 SEE SHEET C1.3 11 5 I 10' P.U.E. I b Q W cc)3. I� Q 0 I z 13.03' I 0 00 O ( 10 N oN 1 6 1 10' P.U.E. o 0 z rn Doo to o � Z >-Z'-2w N 4 X I w(n�>< � jQ� Ld Opp° �I cr_=omo �I 5.79' o<.. Y oQmv)o 0 o �C m � c�i 1 cn �C p F= i-- Lj `° Z 0E- (n w { , 9 � w 1 �Qoct: -l��w NN Gy OW �W-i 0 W 0 to_j 22.50CD ' l z � o> 2:3. a ¢ I H/C PARKING SPACES, 7 1 0 0 `" SIGNS AND RAMPS o LO , ^ 2000'. U O d- 1 z - t( 1 � - i 4 SIDEWALK I CONCRETE DRAINAGE FLUME o° ACE 9x2 ')= 4. ° SEE SHEET C1.2 O�0 109 SQ.FT. I' IOp' LI 231 SQ.FT. EXISTING PRIVACY 20.07 �tiF FIRE LANE I 1 WOOD FENCE--",,,,,. 5' WIDE PEDESTRIAN `" I AISLE o 1 I DETENTION CONCRETE DRAINAGE FLUME <�j FIF E LANE i I POND \ SEE SHEET C1.2 1 FIRE LANE 1 E ONCRETE DUMPSTER ' HIGH SCREENING FENCE --- 45.Ob' 16 SP CES (9'x20')= 3 8" I.R. . l 20' P.U.E. -- -----f w- 213.07' S 40' S2' 25,E cn PROPOSED PULL BOX-"--- FOR OX FOR ELECTRIC SERVICE SEE SHEET C1.3 NOW OR FORMERLY COMMONWEALTH AUSTIN CH, L.P. LOT 4A, MELROSE SUBD VIISION REFER TO SHEET C3.1 FOR (VOLUME 6702, PAGE 38) SITE & PARKING DETAILS ZONED: R-4 PROJECT BENCHMARK: BOX CUT IN BACK OF CURB ON THE SOUTHEASTERLY SIDE OF LUTHER STREET WEST, NEAR THE NORTH CORNER OF THE SUBJECT TRACT. ELEV. = 328.67' (NAVD 88) PROPERTY INFORMATION TRADITIONS at LUTHER LOT 1, BLOCK ONE (1.583 ACRES or 68,956 SQ.FT.) ZONED: R - 4 NOW OR FORMERLY ALI JAFFAR (VOL. 6702, PG. 38) SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE 1391 SEAMIST LANE <77845> GUY WIRE ANCHOR ® GAS PIPELINE RISER 00V WATER VALVE ®w+ WATER METER ®EM ELECTRICAL TRANSFORMER ®GM GAS METER ®o MH MANHOLE oc.0. CLEANOUT IFH FIRE HYDRANT NTP TELEPHONE PEDESTAL ❑ Al AREA INLET OJB JUNCTION BOX - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE ISLAND REQUIREMENTS: THE SQUARE -FOOTAGE SHOWN AT INTERIOR END ISLANDS DO NOT INCLUDE THE REQUIRED AREA FOR SINGLE OR DOUBLE END ISLANDS, BUT ARE A REFLECTION OF THE EXCESS AREA ABOVE THE REQUIRED SQUARE -FOOTAGE. INTERIOR PARKING = 51 SPACES REQ'D INT. ISLAND AREA=(51 /15x180)=612 SQ.FT. EXCESS PROVIDED INTERIOR ISLAND AREA = 639 SQ.FT. �i NOT TO SCALE F.M. 2818 TRADITIONS at LUTHER: AIRPO T 701 LUTHER ST. WEST COLLEGE STATION, TX. SITE NOTES: VICINITY MAP q _ N.T.S. ARK DATE DESCRIPTION 1. THIS SITE DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM GENERAL CONSTRUCTION NOTES: COMMUNITY PANEL NO. 48041C 0182C, JULY 2, 1992. % PLEi 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS.®� ��� STANDARDS. 2. THE 2007 B/CS UNIFIED TECHNICAL SPECIFICATIONS AND STANDARD DETAILS FOR WATER, SEWER, ���� 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR STREET AND SIDEWALK CONSTRUCTION ARE ISSUED FOR THIS PROJECT. ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT VIE L WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A EXISTING UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UNIFIED APPEARANCE. UTILITY COMPANIES .AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS 02/11/08 1'®5 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GRAY OR AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY NATURAL CONCRETE COLORS ARE NOT PERMITTED. COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO N011FY THE ENGINEER 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL CONTACT INFORMATION: TEXAS ONE CALL: 800-245-4545 PRELIMINARY GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET LONE STAR ONE CALL: (800) 669-8344 BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): ($00) 344-$377 THIS DOCUMENT IS RELEASED 7. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION CoCS: ELECTRICAL DIVISION - (979) 764-3660 FOR THE PURPOSE OF INTERIM (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL CoCS: WATER & SEWER DIVISION - (979) 764-3435 REVIEW UNDER THE AUTHORITY DUMPSTER PADS. BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 OF RABON A. METCALF, P.E. VERIZON: JIM SURVANT - (979) 821-4300 NO. 88583, ON FEBRUARY 11, 8. ALL BUILDING AND FREE-STANDING SIGNS WILL BE PERMITTED SEPARATELY. ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 2008. IT IS NOT TO BE USED EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 FOR CONSTRUCTION, BIDDING 9. IN THE EVENT THAT THE DUMPSTER SCREENING AND ASSOCIATED ENCLOSURE HAS TO BE REMOVED SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 OR PERMIT PURPOSES. FOR UTILITY MAINTENANCE, THE PROPERTY OWNER IS SOLELY RESPONSIBLE FOR THE REPLACEMENT OF CITGO GAS-- DOUG CLINE - (713) 416-1289 THE WALL/FENCE IF THE UTILITY COMPANY MUST ACCESS A UTILITY LINE AT THIS LOCATION. ENERGY TRANSER PIPELINE: JEFF MULLINS - (979) 820-5796 SUDDENLINK: MtK LAVENDER - (979) 846-2229 ..DIMENSIONAL CONTROL NOTES: - 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED BY RME CONSULTING ENGINEERS - -- - --- (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS SERVICE LINES THAT ARE CFROSSfD OR EXPOSED DUMIN S:-1+7�7HERF- EXISIIN UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. THIS MATERIAL IS REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR 1391 SEAMIST LANE <77845> INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO THE BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. POST OFFICE BOX 9253 RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT w ` COLLEGE STATION, TEXAS 77842 UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS 6. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN EMAIL: civil@rmengineer.com PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND I- C) USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, OFFICE - (979) 690-0329 NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. FAX - (979) 690-0329 ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. SURVEYOR \ KERR SURVEYING, LLC 7. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OFTEXAS 505 CHURCH STREET 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL LAWS CONCERNING EXCAVATION. COLLEGE STATION, TX 77841 IMPROVEMENTS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO JLij J OFF. (979) 268-3195 CONSTRUCTION OF IMPROVEMENTS. 8. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS FAX: (979) 691-8904 TRADITIONS at LUTHER: AIRPO T 701 LUTHER ST. WEST COLLEGE STATION, TX. SITE NOTES: VICINITY MAP q _ N.T.S. ARK DATE DESCRIPTION 1. THIS SITE DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM GENERAL CONSTRUCTION NOTES: COMMUNITY PANEL NO. 48041C 0182C, JULY 2, 1992. % PLEi 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET ALL TAS & ANSI PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS.®� ��� STANDARDS. 2. THE 2007 B/CS UNIFIED TECHNICAL SPECIFICATIONS AND STANDARD DETAILS FOR WATER, SEWER, ���� 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR STREET AND SIDEWALK CONSTRUCTION ARE ISSUED FOR THIS PROJECT. ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT VIE L WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A EXISTING UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UNIFIED APPEARANCE. UTILITY COMPANIES .AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS 02/11/08 1'®5 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GRAY OR AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY NATURAL CONCRETE COLORS ARE NOT PERMITTED. COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO N011FY THE ENGINEER 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL CONTACT INFORMATION: TEXAS ONE CALL: 800-245-4545 PRELIMINARY GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET LONE STAR ONE CALL: (800) 669-8344 BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): ($00) 344-$377 THIS DOCUMENT IS RELEASED 7. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION CoCS: ELECTRICAL DIVISION - (979) 764-3660 FOR THE PURPOSE OF INTERIM (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL CoCS: WATER & SEWER DIVISION - (979) 764-3435 REVIEW UNDER THE AUTHORITY DUMPSTER PADS. BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 OF RABON A. METCALF, P.E. VERIZON: JIM SURVANT - (979) 821-4300 NO. 88583, ON FEBRUARY 11, 8. ALL BUILDING AND FREE-STANDING SIGNS WILL BE PERMITTED SEPARATELY. ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 2008. IT IS NOT TO BE USED EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 FOR CONSTRUCTION, BIDDING 9. IN THE EVENT THAT THE DUMPSTER SCREENING AND ASSOCIATED ENCLOSURE HAS TO BE REMOVED SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 OR PERMIT PURPOSES. FOR UTILITY MAINTENANCE, THE PROPERTY OWNER IS SOLELY RESPONSIBLE FOR THE REPLACEMENT OF CITGO GAS-- DOUG CLINE - (713) 416-1289 THE WALL/FENCE IF THE UTILITY COMPANY MUST ACCESS A UTILITY LINE AT THIS LOCATION. ENERGY TRANSER PIPELINE: JEFF MULLINS - (979) 820-5796 SUDDENLINK: MtK LAVENDER - (979) 846-2229 ..DIMENSIONAL CONTROL NOTES: - 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED BY RME CONSULTING ENGINEERS - -- - --- (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS SERVICE LINES THAT ARE CFROSSfD OR EXPOSED DUMIN S:-1+7�7HERF- EXISIIN UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. THIS MATERIAL IS REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR mm INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO THE BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. wx U H RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT w ` z UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS 6. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN �mtO PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND I- C) USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, i w U) J 0 NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. 0 Q ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. Z I m OF THEIR USE. o Q Y 7. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OFTEXAS C F- 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL LAWS CONCERNING EXCAVATION. m IMPROVEMENTS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO JLij J W �o w CONSTRUCTION OF IMPROVEMENTS. 8. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS J DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGNCONSULTANT o0 U 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE WHICHEVER IS APPLICABLE. SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. W 4. UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 4'-0" AT BACK OF CURB AND 2'-0" ( ) 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND FOR SIDEWALKS. EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF t� MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING 5. TOPOGRAPHICAL & UTILITY INFORMATION ILLUSTRATED WAS DERIVED FROM AN ON -THE -GROUND HOURS, UNTIL PROJECT COMPLETION. SURVEY PERFORMED BY RME CONSULTING ENGINEERS, FOR THE SOLE PURPOSE OF ENGINEERING J DESIGN, ON JANUARY 3, 2008. BOUNDARY INFORMATION ILLUSTRATED WAS OBTAINED FROM AN 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED ON -THE -GROUND SURVEY PERFORMED BY KERR SURVEYING, UNDER THE DIRECTION OF BRAD KERR, PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN_ `` / R.P.L.S. 4502, ON JUNE 6, 2007. U 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE 6. T.B.M. "1": BOX CUT IN BACK OF CURB ON THE SOUTHERLY SIDE OF LUTHER STREET WEST, NEAR RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. THE NORTH CORNER OF THE SUBJECT TRACT. (ELEV. = 328.67' NAVD 88) TRAFFIC CONTROL NOTES: 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE CITY ENGINEER. 3. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. 4. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PLAN APPROVAL BY THE CITY ENGINEER TEN (10) WORKING DAYS PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS REQUIRED TO SUPPLY ALL CLI SUB -CONTRACTORS WITH A COPY OF THIS PERMIT AND APPROVED TRAFFIC CONTROL PLAN. THE FI CONTRACTOR OR SUB -CONTRACTOR IS REQUIRED TO CONTACT THE CITY INSPECTOR FROM 24 TO 48 C/o HOURS PRIOR TO COMMENCING ANY WORK. -� ENT INFORMATION MANAGEMENT ALI JAFFAR "7 RICHMOND AVE., APT. 202 LAS, TX. 75206 (979) 314-1333 : (979) 216-1586 JAME: 0325SP 1 A I SCALE: 1"=20' 41TTED DATE: FEBRUARY 11, 2008 IN BY: A.J.B. KED BY: R.A.M. BOOK: 9 PAGES: 38-43 ZME CONSULTING ENGINEERS '.LIENT NO. PROJECT NO. 220 - 0325 cl ml SHEET 20F 11 LLI U) X mm \ � F- wx U H � w ` z JWOW�'� �mtO Ld I- C) Ld -i-� i w U) J 0 F_ (n F- 0 Q C7 �/ % (/) Z I m U- Z OVJW~�� o Q Y C F- m JLij J W �o w 0 F - �U o0 U O ENT INFORMATION MANAGEMENT ALI JAFFAR "7 RICHMOND AVE., APT. 202 LAS, TX. 75206 (979) 314-1333 : (979) 216-1586 JAME: 0325SP 1 A I SCALE: 1"=20' 41TTED DATE: FEBRUARY 11, 2008 IN BY: A.J.B. KED BY: R.A.M. BOOK: 9 PAGES: 38-43 ZME CONSULTING ENGINEERS '.LIENT NO. PROJECT NO. 220 - 0325 cl ml SHEET 20F 11 PARKING REQUIREMENTS: ORDINANCE: MULTIFAMILY - 1 SPC/1 BEDROOM REQUIRED: 4 BEDROOMS/UNIT = 4 SPACES/UNIT 15 UNITS x 4 SPACES/UNIT = 60 SPACES PPP TOTAL REQUIRED = 60 SPACES V� PROVIDED: REGULAR = 65 SPACES H/C = 2 SPACES TOTAL PROVIDED = 67 SPACES LU TH ER ST. WEST ADJ. LEFT ADJ. RIGHT AMBULATORY RAMP *-Z-475* 350' (VARIABLE WIDTH RIGHT-OF-WAY) B/CS DETAIL SW4-00 (-33' H.M.A.C. ROAD w/OPEN DITCH) (MAJOR COLLECTOR) ` 6' SIDEWALK `--� F LP AMBULATORY RAMP (TY 1) NOW OR FOR ERLY �l 15' BUILDING LINE i SQ.FT. 0 SQ:F JERRY C. NOVO AD AND WIFE, SANDRA OVOSAD I 26.77' 4' WIDE SIDEWALK LOT 1, BLO K 1 ' LEAVE -OUT NOVOSAD ADDITION ( SEE SHEET C1.2 15' P.U.E. (VOLUME 7597+R4 279) I ZONED: r- ( 15 CON ETE DRAINAGE FLUME SEE SHEET C1.2 J W Z W e J � 20' P. E. C*4 .I 0 • 14 0 Ln o II ' o -c1 N 5.79' II ( CD x zi x b x w 20' P.U.E. MH I Y ( °' 0- JEbq V) O < w - - - - 13 0 V) N PROPOSED z 1 IF MANHOLE SEE SHEET C2.2 e z I 12 0 0° I PROPOSED ( ( 15' P.u.E. I FIRE HYDRANT SEE SHEET C2.1 29 4 -EM 23.63'I '.F o o , PROPOSED PRIVATE MANHOLE ( t SEE SHEET C1.3 MH \ O ' 23.18' 24.97' 4' WIDE SIDEWALK PROPOSED PAD MOUNT LEAVE -OUT TRANSFORMER , SEE SHEET C1.2 w/CONCRETE PAD (TYP) 4 -EM SEE SHEET C1.3 I 11 \ 10' P.U.E. I W o Z eQ J Q wt 00 !! ¢ o W J :fof L6 10 o °s U z M M (un) �lz -owI o V) N I d x W1-Y�Q W x � Eno Es CL 1 5.79' Q L< (ncv 1 �,y. 1 i cn w cn o a c.) 4 NJ 10 Z CN 0 t I d 0<a L j G rn o LLJ Z w 22.50' H/C PARKING SPACES, I SIGNS AND RAMPPTS d- , -- Z ( COMMERCIAL DRIVEWAY, SEE B/CS DETAIL ST2-03 AMBULATORY RAMP B/CS DETAIL SW4-00 TBM 1: ELEV.=328.67' 6' SI EWALK N43'54'51"E-22.11++ 10' P.U.E. Ne w o U) 13.03' C, CONCRETE DRAINAGE SEE SHEET C1.2 2 0 20.00' FLUM ( (� I I I I e e e w z� e GUY WIRE ANCHOR 4 2,, (2 � C31 Wwv WATER VALVE ®WM WATER METER ®EM ELECTRICAL TRANSFORMER (DGM GAS METER OO MH MANHOLE I " � z c&m FIRE HYDRANT ®n' TELEPHONE PEDESTAL 00 AI AREA INLET 0 J JUNCTION BOX - - - BUILDING SETBACK LINE - FAX: (979) 691-8904 PROPERTY LINE I m 4 I r CONCRETE ' 1 DUMPSTER PAD I d - w/8' HIGH SCREENING 4 -EM e C1 FENCE & GATES SEE SITE NOTE #9 20. O' Li 00 MH e ® O 2 M 3 -EM PROPOSED d - PRIVATE MAN IOLE I SEE SHEET C .3 e 5 I I e 13.03' I I e e 10' PA � I Li I e e � O � 20!00' 231 SQ.FT EXISTING PRIVACY WOOD FENCE 20'07 5' WIDE PEDESTRIAN AISLE I DETENTION CONCRETE DRAINAGE FLUME e I POND SEE SHEET C1.2 FIRE LANE I CONCRETE DUMPSTER PAD - w/8' HIGH SCREENING FENCE �6 SP CES ('x2o')= 4500' i 20' P.U.E. ... '" _---- S 40' 52' 25" W 213.07 un PROPOSED PULL BOX FOR ELECTRIC SERVICE SEE SHEET C1.3 NOW OR FORMERLY COMMONWEALTH AUSTIN CH, L.P. LOT 4A, BLOCK 1 MELROSE SUBDIVISION (VOLUME 6702, PAGE 38) ZONED: R-4 r- 4 SIDEWALK e 7 SPACE (9'x2 ')=64. 0' RE LANE e O C ao ; 1 FIRE LANE 3 8" 1. r p Ln °? PROJECT BENCHMARK: BOX CUT IN BACK OF CURB ON THE SOUTHEASTERLY SIDE OF LUTHER STREET WEST, NEAR THE NORTH CORNER OF THE SUBJECT TRACT. ELEV. = 328.67' (NAVD 88) PROPERTY INFORMATION TRADITIONS at LUTHER LOT 1, BLOCK ONE (1.583 ACRES or 68,956 SQ.FT.) ZONED: R - 4 NOW OR FORMERLY ALI JAFFAR (VOL. 6702, PG. 38) SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE 1391 SEAMIST�LANE <77845> GUY WIRE ANCHOR ® GAS PIPELINE RISER Wwv WATER VALVE ®WM WATER METER ®EM ELECTRICAL TRANSFORMER (DGM GAS METER OO MH MANHOLE OC -0. CLEANOUT c&m FIRE HYDRANT ®n' TELEPHONE PEDESTAL 00 AI AREA INLET Epg JUNCTION BOX - - - BUILDING SETBACK LINE - FAX: (979) 691-8904 PROPERTY LINE -------- EASEMENT LINE ISLAND REQUIREMENTS: THE SQUARE -FOOTAGE SHOWN AT INTERIOR END ISLANDS DO NOT INCLUDE THE REQUIRED AREA FOR SINGLE OR DOUBLE END ISLANDS, BUT ARE A REFLECTION OF THE EXCESS AREA ABOVE THE REQUIRED SQUARE -FOOTAGE. INTERIOR PARKING = 51 SPACES REQ'D INT. ISLAND AREA=(51 /15x180) 612 Q.FT. EXCESS PROVIDED INTERIOR ISLAND AR = 639 SQ.FT. F.M. 2818 77 AIRPO T v TRADITIONS at LUTHER: 701 LUTHER ST. WEST COLLEGE STATION, TX. SITE NOTES: VICINITY MAP ro 'ICAC 2 -STORY, N.T.S. ARK DATE DESCRIPTION 3EDROOM UNIT ZTHIS SITE DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM GENERAL CONSTRUCTION NOTES' 7$ GROSS SQ.FT. COMMUNITY PANEL N0. 48041C 0182C, JULY 2, 1992. 95%COMPLETE 39 F0gT0 .RR T SQ.FT. 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE �C. VELOPE) 2. DESIGNATED HANDICAP PARKING SPACES, WALKS &RAMPS SHALL MEET ALL TAS &ANSI PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES &SPECIFICATIONS.®� ��� EAVE HEIGHT STANDARDS. 2. THE 2007 B/C5 UNIFIED TECHNICAL SPECIFICATIONS AND STANDARD DETAILS FOR WATER, SEWER, 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR STREET AND SIDEWALK CONSTRUCTION ARE ISSUED FOR THIS PROJECT. ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT color amSTRUCTION - -- __ WITHIN 150 FEET OF _,.._ THE SUBJECT C.._ N LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE THIS �'� - 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A EXISTING UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS ONLY UNIFIED APPEARANCE. UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS �� �'�� EXISTING PRIVACY V-1 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO WOOD FENCE STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GRAY OR AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE NATURAL CONCRETE COLORS ARE NOT PERMITTED. UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. CONTACT INFORMATION: 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL TEXAS ONE CALL: 800-245-4545 PRELIMINARY GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET LONE STAR ONE CALL: (800) 669-8344 BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 THIS DOCUMENT IS RELEASED (� �J 7. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION CoCS: ELECTRICAL DIVISION - (979) 764-3660 FOR THE PURPOSE OF INTERIM (1 S� (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL CoCS: WATER &SEWER DIVISION - (979) 764-3435 REVIEW UNDER THE AUTHORITY DUMPSTER PADS. BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 OF RABON A. METCALF, P.E. VERIZON: JIM SURVANT - (979) 821-4300 NO. 88583, ON FEBRUARY 11, 8. ALL BUILDING AND FREE-STANDING SIGNS WILL BE PERMITTED SEPARATELY. ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 2008. IT IS NOT TO BE USED EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 FOR CONSTRUCTION, BIDDING 9. IN THE EVENT THAT THE DUMPSTER SCREENING AND ASSOCIATED ENCLOSURE HAS TO BE REMOVED SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 OR PERMIT PURPOSES. FOR UTILITY MAINTENANCE, THE PROPERTY OWNER IS SOLELY RESPONSIBLE FOR THE REPLACEMENT OF CITGO GAS: DOUG CLINE - (713) 416-1289 THE WALL/FENCE IF THE UTILITY COMPANY MUST ACCESS A UTILITY LINE AT THIS LOCATION. ENERGY TRANSFER PIPELINE: JEFF MULLINS - (979) 820-5796 DIMENSIONAL CONTROL NOTES: SUDDENLINK: MIKE LAVENDER - (979) 846-2229 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. THIS MATERIAL IS REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL_ AND CONSTRUCTION OR INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO THE BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED 'AS IS" WITHOUT ANY WARRANTY AS TO ITS 6. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATIONTHE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. Ll..e v ELECTRONIC FOR ANY CONSEQUENCES ARISING OUT ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. LIJe uj /X w OF THEIR USE. 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL 7. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF Q IMPROVEMENTS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO TEXAS LAWS CONCERNING EXCAVATION. J CONSTRUCTION OF IMPROVEMENTS. 00 M U m DURIN8. OGNTRACTOR CONSTRUCTIONL THESE MAINTAIN REDLINESET M RKEDREDLINE UP DRAWINGS GSDRAWINGS, RECORDING AS -BUILT CONDITIONS _J J e•�..i 0 = N O R WILL BE SUBMITTED TO THE DESIGN ^ LLJ E zr7 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, LL - {-- U CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE W J w (n I- T o w WHICHEVER IS APPLICABLE. SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. uj > Q r J o ° I 4. UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 4'-0" (AT BACK OF CURB) AND 2'-0" U_ Q m � c�i 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND v j < (no< FOR SIDEWALKS_ ! ^ �=Q o o EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF `^ O V f Z I m ot- CO z MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING V l L_ O_ 5. TOPOGRAPHICAL & UTILITY INFORMATION ILLUSTRATED WAS DERIVED FROM AN ON -THE -GROUND HOURS, UNTIL PROJECT COMPLETION. W W i- O 0 Q p � SURVEY PERFORMED BY RME CONSULTING ENGINEERS, FOR THE SOLE PURPOSE OF ENGINEERING JJ ® Ei Y ow��� z w DESIGN, ON JANUARY 3, 2008. BOUNDARY INFORMATION ILLUSTRATED WAS OBTAINED FROM AN TT !! fn� �0 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED ..1.. V Q ZO > ON -THE -GROUND SURVEY PERFORMED BY KERR SURVEYING, UNDER THE DIRECTION OF BRAD KERR, `p 0 `� R.P.L.S. 4502, ON JUNE 6, 2007. PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. > F7 W m a �J 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE J _j .r W 6. T.B.M. "1": BOX CUT IN BACK OF CURB ON THE SOUTHERLY SIDE OF LUTHER STREET WEST, NEAR RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. THE NORTH CORNER OF THE SUBJECT TRACT. ® O (ELEV. = 328.67' NAVD 88) _ TRAFFIC CONTROL NOTES: I - CONCRETE DRAINAGE FLUME 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI SEE SHEET C1.2 OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. ( \� 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE CITY ENGINEER. 3. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. 4. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PLAN APPROVAL BY THE CITY ENGINEER TEN w (10) WORKING DAYS PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS REQUIRED TO SUPPLY ALL CLIENT INFORMATION SUB -CONTRACTORS WITH A COPY OF THIS PERMIT AND APPROVED TRAFFIC CONTROL PLAN. THE CONTRACTOR OR SUB -CONTRACTOR IS REQUIRED TO CONTACT THE CITY INSPECTOR FROM 24 TO 48 FI MANAGEMENT HOURS PRIOR TO COMMENCING ANY WORK, C/O ALI JAFFAR REFER TO SHEET C3.1 FOR SITE & PARKING DETAILS 5727 RICHMOND AVE., APT. 202 DALLAS, TX. 75206 OFF: (979) 314-1333 FAX: (979) 216-1586 FILENAME: 0325SP1A I SCALE: SUBMITTED DATE: F UARY 1 1, 2008. DRAWN BY: A.J.B. CHECKED BY: R.A.M. FIELD BOOK: 9 PAGES: 38-43 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 220 - 0325 SHEET 2 OF 11 46 ok/19M9 [/ I •L 1 r� I . h f 1391 SEAMIST�LANE <77845> POST OFFICE BOX 9253 COLLEGE STATION_ TEXAS 77842 EMAIL: civil@rmengmeer.com \ OFFICE - (979) 690-0329 FAX 690-0329 - (979) SURVEYOR \ KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF. (979) 268-3195 FAX: (979) 691-8904 AIRPO T v TRADITIONS at LUTHER: 701 LUTHER ST. WEST COLLEGE STATION, TX. SITE NOTES: VICINITY MAP ro 'ICAC 2 -STORY, N.T.S. ARK DATE DESCRIPTION 3EDROOM UNIT ZTHIS SITE DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM GENERAL CONSTRUCTION NOTES' 7$ GROSS SQ.FT. COMMUNITY PANEL N0. 48041C 0182C, JULY 2, 1992. 95%COMPLETE 39 F0gT0 .RR T SQ.FT. 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE �C. VELOPE) 2. DESIGNATED HANDICAP PARKING SPACES, WALKS &RAMPS SHALL MEET ALL TAS &ANSI PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES &SPECIFICATIONS.®� ��� EAVE HEIGHT STANDARDS. 2. THE 2007 B/C5 UNIFIED TECHNICAL SPECIFICATIONS AND STANDARD DETAILS FOR WATER, SEWER, 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR STREET AND SIDEWALK CONSTRUCTION ARE ISSUED FOR THIS PROJECT. ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT color amSTRUCTION - -- __ WITHIN 150 FEET OF _,.._ THE SUBJECT C.._ N LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE THIS �'� - 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A EXISTING UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS ONLY UNIFIED APPEARANCE. UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS �� �'�� EXISTING PRIVACY V-1 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER BRICK PAVERS OR NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO WOOD FENCE STAMPED CONCRETE. COLOR AND PATTERN SHALL BE DETERMINED BY THE OWNER, BUT GRAY OR AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE NATURAL CONCRETE COLORS ARE NOT PERMITTED. UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. CONTACT INFORMATION: 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL TEXAS ONE CALL: 800-245-4545 PRELIMINARY GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET LONE STAR ONE CALL: (800) 669-8344 BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 THIS DOCUMENT IS RELEASED (� �J 7. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS - SANITATION CoCS: ELECTRICAL DIVISION - (979) 764-3660 FOR THE PURPOSE OF INTERIM (1 S� (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR PLACEMENT OF CONCRETE FOR ALL CoCS: WATER &SEWER DIVISION - (979) 764-3435 REVIEW UNDER THE AUTHORITY DUMPSTER PADS. BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 OF RABON A. METCALF, P.E. VERIZON: JIM SURVANT - (979) 821-4300 NO. 88583, ON FEBRUARY 11, 8. ALL BUILDING AND FREE-STANDING SIGNS WILL BE PERMITTED SEPARATELY. ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 2008. IT IS NOT TO BE USED EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 FOR CONSTRUCTION, BIDDING 9. IN THE EVENT THAT THE DUMPSTER SCREENING AND ASSOCIATED ENCLOSURE HAS TO BE REMOVED SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 OR PERMIT PURPOSES. FOR UTILITY MAINTENANCE, THE PROPERTY OWNER IS SOLELY RESPONSIBLE FOR THE REPLACEMENT OF CITGO GAS: DOUG CLINE - (713) 416-1289 THE WALL/FENCE IF THE UTILITY COMPANY MUST ACCESS A UTILITY LINE AT THIS LOCATION. ENERGY TRANSFER PIPELINE: JEFF MULLINS - (979) 820-5796 DIMENSIONAL CONTROL NOTES: SUDDENLINK: MIKE LAVENDER - (979) 846-2229 4. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. THIS MATERIAL IS REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL_ AND CONSTRUCTION OR INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO THE BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED 'AS IS" WITHOUT ANY WARRANTY AS TO ITS 6. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATIONTHE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. Ll..e v ELECTRONIC FOR ANY CONSEQUENCES ARISING OUT ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. LIJe uj /X w OF THEIR USE. 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL 7. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF Q IMPROVEMENTS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO TEXAS LAWS CONCERNING EXCAVATION. J CONSTRUCTION OF IMPROVEMENTS. 00 M U m DURIN8. OGNTRACTOR CONSTRUCTIONL THESE MAINTAIN REDLINESET M RKEDREDLINE UP DRAWINGS GSDRAWINGS, RECORDING AS -BUILT CONDITIONS _J J e•�..i 0 = N O R WILL BE SUBMITTED TO THE DESIGN ^ LLJ E zr7 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, LL - {-- U CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE W J w (n I- T o w WHICHEVER IS APPLICABLE. SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. uj > Q r J o ° I 4. UNLESS OTHERWISE SHOWN, ALL RADIUS FOR CURBS ARE 4'-0" (AT BACK OF CURB) AND 2'-0" U_ Q m � c�i 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND v j < (no< FOR SIDEWALKS_ ! ^ �=Q o o EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF `^ O V f Z I m ot- CO z MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING V l L_ O_ 5. TOPOGRAPHICAL & UTILITY INFORMATION ILLUSTRATED WAS DERIVED FROM AN ON -THE -GROUND HOURS, UNTIL PROJECT COMPLETION. W W i- O 0 Q p � SURVEY PERFORMED BY RME CONSULTING ENGINEERS, FOR THE SOLE PURPOSE OF ENGINEERING JJ ® Ei Y ow��� z w DESIGN, ON JANUARY 3, 2008. BOUNDARY INFORMATION ILLUSTRATED WAS OBTAINED FROM AN TT !! fn� �0 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED ..1.. V Q ZO > ON -THE -GROUND SURVEY PERFORMED BY KERR SURVEYING, UNDER THE DIRECTION OF BRAD KERR, `p 0 `� R.P.L.S. 4502, ON JUNE 6, 2007. PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. > F7 W m a �J 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE J _j .r W 6. T.B.M. "1": BOX CUT IN BACK OF CURB ON THE SOUTHERLY SIDE OF LUTHER STREET WEST, NEAR RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. THE NORTH CORNER OF THE SUBJECT TRACT. ® O (ELEV. = 328.67' NAVD 88) _ TRAFFIC CONTROL NOTES: I - CONCRETE DRAINAGE FLUME 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI SEE SHEET C1.2 OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. ( \� 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE CITY ENGINEER. 3. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. 4. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PLAN APPROVAL BY THE CITY ENGINEER TEN w (10) WORKING DAYS PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS REQUIRED TO SUPPLY ALL CLIENT INFORMATION SUB -CONTRACTORS WITH A COPY OF THIS PERMIT AND APPROVED TRAFFIC CONTROL PLAN. THE CONTRACTOR OR SUB -CONTRACTOR IS REQUIRED TO CONTACT THE CITY INSPECTOR FROM 24 TO 48 FI MANAGEMENT HOURS PRIOR TO COMMENCING ANY WORK, C/O ALI JAFFAR REFER TO SHEET C3.1 FOR SITE & PARKING DETAILS 5727 RICHMOND AVE., APT. 202 DALLAS, TX. 75206 OFF: (979) 314-1333 FAX: (979) 216-1586 FILENAME: 0325SP1A I SCALE: SUBMITTED DATE: F UARY 1 1, 2008. DRAWN BY: A.J.B. CHECKED BY: R.A.M. FIELD BOOK: 9 PAGES: 38-43 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 220 - 0325 SHEET 2 OF 11 46 ok/19M9 [/ I •L 1 r� I .