The URL can be used to link to this page

Home My WebLink AboutDrawings-D- D - F - I VA-,-- � �n ►.viv A .1�VI IMV I I.l]iK3 1800 SHILOH AVE BRYAN, TEXAS 77803 (0"70) 603-0664 Cc FOR _V -v- 0 _-- �-N- -- S C-- hA --O--\ S A js 20 SCHULTZ ENGINEERING Ll Co TBPE FIRM REGISTRATION NO. 12327 2 730 LONGMIRE, SUITE A COLLEGE STATION, :TEXAS 77845 9790 764.3000 JOSEPH P. SCHULTZ � 65889 F-12327 SCHULTZ ENGINEERING, LLC. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON AUGUST 3, 2011. ISSUED FOR REVIEW i SCHEDULE OF S ��EETS SHEET Cl SITE PLAN SHEET C2 GRADING 8c ROSION CONTROL PLAN SHEET C3 PAVEMENT PLAN SHEET C4 SIDEWALK MODIFICATIONS AND IMPROVEMENTS'_ PLAN SHEET L1 LANDSCAPE C_� REVIEW�p �Oft C�MPLIAtVCE � AUG 1 1 2011 CfJL�.�G� ��A�'ION (� . �N�,INEERING 2 > > -MAN. DR D fes_ M+•__.. __---'' _ :.:...::.. •• �� /\ o I/ r \\ \ o o \ •> k:'• k k k k k / ' M •ti:, •.J •' R . /q •�� t k k o I w -M 2 EASEMEACCESS 14-°�5g441k Y k�tf� T t t k k k k \ -Ct \ \ \ •• • Y t k k Y •R'� / ¢ M 284 4.-. ••,.,•L . k k k .y, k k rk k k Y Y k k Y kik '_�k..�{L 'mak �k t \ ' / M ::.,a'«,,:: Z:•::. j am. t k k k k k k k /� k t k kyY k k k.•L- t k t'k k k k k L C k \ 1 D, t k k Y 4 k k t _-•-_ _ k t k k t \ \ \\ �.U.E. ,,. ,J il:.•Jii•"•j k t_" Y k Y k k k t 4649 f81 \ k k k f ••"'•• .f...:' ; •` '•k • Y k k• t k k k =' k k • Y Y' k t Y k L k t k k_ k t` \ \ 1 i.• k k k k k k k k k k k k k k k k k) Y Ir\t Y k k •_. .� k k tk k k kI k t V`•' Q k k Y k � k k k k t 1 k k k k k k I k k k k k kLo. I C '--_-• ._-..- Y k t t k k k k k l k t k t RE LAWS \ \ \ _ ` R` •• \ \ � Y k k t k / E �LAN ' LPN k 0 P.U.E.W9 1 LIIN _078/284 0 -- _.''/ 5 t k k I �� •-L�:•ti*.• k N 9 8' I c-:•:,?.-::�•� \\ -••_... I k '/i� .� fJ - ::; , t .k ..k k k �+ ` � �",t+ �ti •.�j.S,;��•. �j: k I I J r T E S DING - k •-.. ,_`- k k k .., ''.. :a :` t •k t k k k t k k t t .. "'•._.' __ �' k k t •j1.Y,"t..e% •1 •:• k k k k ! kt k k k k FIRE HYDRANT , ••11:'�< 4.' •t k I .-. k Y '- k k Y k Y k •j,: i•a F. t '• W 'tom• 1 I K I k J t PROPOSED k ADA SIGNAGE20' CITY OF COLLEGE STATION I l - [ 4 WATERLINE EASEMENT k / / © VAN ACCESSIBLE 4 , � FDC 1730/334 ----{• ---.` --__.. f( SPACE AND SIGN EXISTING PROPOSEDADA E ( 171- 20 CITY OF COLLEGE STATION REGENC SQUARE ' / � METER ELECTRICAL EASEMENT BLO f, LO 17, 18, & 19 I M > 1730/328 / { ' YSI II 1 Z 4'X5' P.U.E. I I LC I ZO D C- ' 10' P.U.E. 4649/81 �0C I I 1078/284 { { { { I d r Lr, k 20' P.U.E. { { I { { I - ' k 4649/81 { I ES IS ENA 0; I l J I r I LOC -1, 1 1 1P.U.E. I ' \ 4649 81 ( k' I 1 { { Or / k I 1 (U I 41 I N41° 59 / _._...---''� I � I • l EXISTING I I � ( I I 9.0 11� Q`1' ff, 184,728 SF BUILDING tL CD tyP 3: I I g.0 8 �9 37,076 SF OF WAREHOUSE (PROPOSED) I 1 1 t\ •p yP 3S, t N)Q h ( 47,652 SF OF RETAIL (PROPOSED) I 1 , s �R❑P SEI ��`� ��' �(�Q t _ ( � I � 30 LF OF 3-4" 1 1 I " 9.0( PVC SLEEVES I I I I 24 's 9 0 1 cn typ< k•. (2 MIN BURY) 1 1 ° ty _ Ik 1 I I I I 1 9m I `21.0 M Z, 653 SF - _ EXISTING 1 1 11 1 FIRE HYDRANTPRO OS ( li D I - ( I 20' CITY OF COLLEGE STATION BALL BLOCK 1, LOT 4. f PA KIN / PROPOSED WATERLINE EASEMENT EXISTING NARNY, GEORGE P. L T IG T$ NTA /P �. + I -:,:•: :•< 2. k: .•i_ ADA DArSIGNAGE IGNAG'•E ZONED R-1 7• : •.J i} ,:-:`.':s. 1730/334 730/33 4 _ �:P,__�w�i.i- •;/_!••..••:"s:i.•'i{.• (. �• .Jr•••N: �•-: k t FIRE HYDRANT I I I � I I C) s^ PARK I NC LST _ oR3 I �k..... • • ._ . : :M + Y' k k k ,y /% I��%��/ �� c f. Vii• t k k t /, t k •y�.� k "t ..k.. !/..-. ± ` .. - � k t L /y� k Y ' I ��• I ` •� •�, • k k k k t `••� k k k ,Ykl e k k k .. } , k t t k i? 7[I k k 4 t k �.• IYt 5 k k'� •k k k k k y, t 0 'LL-..•��9.0 k k i J_ O tyP k k HC HC �, � �O R k Fl LANG 8 8 Fl E FIRE LANE---i'RE LAN'c-r^ARE LANE-`�RE LANE-- k / / / I / 1 20' CITY OF COLL GE STATION FENCE CELL TOWER DRAINAG EASEMENT 30 LF OF 3-1739/331 1 / I PVC SLEEVES ( l 2' MIN BURY BALL FENCE I- L�BLOCK 1, T 3 (PT OF)- WARNY, GEORGEN M0' P.U. / / ZONED R-1 c'? 10'P. .E. \ , �- / ( /107 /284 1078/84 J / \ /I /CELL TOWER 20' P.U.E. EQUIPMENT -7 CO >1 771 103 ( D E T E N T I❑ N SOUT C)�` - S 2 / { POND = -- -- I S / BALL BLOCK f, LOT 4.2/ S WARNY, GEORGE m ' I i„ ZONED R- f BALL BLOCK 1, LO 7 / 20' P.U.E. - S" S„ _ 786 1� FIRS UNIT�sD MA -:1:U S BURCH� 771/103 -'�- S -----" "S S43° 05� 42 w " IZONED R f / ---"� LS REINFORCING BARS * / Y4"R I 40 0 ' CONCRETE PAVEMENT 3J, 20 ( 40 / 0,h %� Y4" 5" { SCALE IN /FEET // BALL BLOCK f, LOT 8 LOT/ 5A , ......:: ... ,.• BALL BLOCK >, -. _.. ,....-. _ ,. - ROBINSON, R iY ETAL - X 17 3 4 a 12 ROBINSON, R iP TAL ZONED R- f 6 ZONED R- '- ° o' 0 ,. 3 I I 1 n 3 ,.�, :. •, ..,.. h. 6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) T_j T Lx 3" 17 REQUIRED ; 1JI` X=6" OR 5" AS SHOWN ON THE PAVEMENT PLAN IT * 5" PAVEMENT - USE #3 REBAR 0 15" O.C.E.W. o #4 BARS R 0 %" X 18" SMOOTH EXPANSION DOWELS ED -I-$' 4 TYPICAL CONCRETE PAVING SECTION CURB DETAIL 1'.7 'j N.T.S. N.T.S. L.•��. h ; 3 t moi"►`` S V rl U i tZ Engineering, LLC THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 3, 2011. g College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 AUGUST 2011 Oy%-4 -------------------- JOSEPH P. SCHULTZ FIRM # 12327 SCHULTZ ENGINEERING, LLC D m PECAN TREE ESTATES #1 BLOCK 1. LOT f ONEY HERVEY LLC ZONE R-1 D M PECAN 2REE ESTATES #f BLOCK 1, LOT 2 If M ONE HERVEY LLC I ' a ONED R-1 0 ISSUED FOR REVIEW JPS 8/3/2011 A REVISED PER COMMENTS JPS 7/15/2011 MARKI REVISION BY DATE n 3 ,.�, :. •, ..,.. h. 6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) T_j T Lx 3" 17 REQUIRED ; 1JI` X=6" OR 5" AS SHOWN ON THE PAVEMENT PLAN IT * 5" PAVEMENT - USE #3 REBAR 0 15" O.C.E.W. o #4 BARS R 0 %" X 18" SMOOTH EXPANSION DOWELS ED -I-$' 4 TYPICAL CONCRETE PAVING SECTION CURB DETAIL 1'.7 'j N.T.S. N.T.S. L.•��. h ; 3 t moi"►`` S V rl U i tZ Engineering, LLC THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 3, 2011. g College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 AUGUST 2011 Oy%-4 -------------------- JOSEPH P. SCHULTZ FIRM # 12327 SCHULTZ ENGINEERING, LLC D m PECAN TREE ESTATES #1 BLOCK 1. LOT f ONEY HERVEY LLC ZONE R-1 D M PECAN 2REE ESTATES #f BLOCK 1, LOT 2 If M ONE HERVEY LLC I ' a ONED R-1 D M PECAN rTEE ESTATES #1 BLCK1,LOT 3 ONBY HERVEY LLC ONED R-1 I D of tube. Paint tube and cap. M -1 m PECAN EE ESTATES 1 BLO K f, LOT 4 ONEY HERVEY LLC Z91NED R-1 i ' D > PECAN TRAE ESTATES #1 ' BLOC 1, LOT 5 ONEY RYEY LLC y ZOA BID R-1 M 1 \ D - I rn PECAN TREE ES RTES #f BLOCK 1,LT6 ONEY SERVE , LLC R I IZONED D M I ID {M PECAN TRE ESTATES A 1 B BLOCK 1, LOT 7 160"minimum above ONEY H RVEY LLC 3. SIGN SHALL COMPLY WITH THE CoCS FIRE ZON D R -f D M �FCAN TREE ESTATES #1 >BLOCK f LOT 8 \ONEY BE VEY LLC 11 ZONED R-1 8" PECAN TREE ESTATES #1 BLOCKI, LOT 9 ONEY HEI VEY LLC ZONE R -f D M PECAN TREE EST THIS # 1 BLOC 1, LO 10 ONEY41ERVEY LLC ZONED R- 1. D m VERTICAL I � 1 ' l REVIEWED FOR COMPLIANCE AUG 112011 0 COLLEGE CATION ENGINEERING CC CREATIONS PARKING LOT ADDITION COLLEGE STATION, TEXAS 12" FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, CO MUNITY NO. 480083, MAP NO. 48041CO182C. EFFECTIVE DATE: JULY 12, 1992. PARKING ANALYSIS ACCORDING TO THE PROPOSED FEMA MAP A PORTION OF THE TRACT IS - IN THE 500 -YR FL!313D�PLAIN. REQUIRED PARKING: 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON E 37,076 SF WAREHOUSE GRADING PLAN. 1 SPACE PER 1,000 SF 37 SPACES 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED 47,652 SF RETAIL I ON THE LANDSCAPE & IRRIGATION PLANS. 1 SPACE PER 350 SF 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO 136 SPACES C.O. 173 SPACES REQUIRED TOTAL 6. THERE IS AN EXISTING FIRE SPRINKLER SYSTEM IN THIS BUILDING. 6 HANDICAP SPACE REQUIRED 7. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL PROPOSED PARKING: POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE 169 SPACES PARKING PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 6 SPACE HANDICAP PARKING HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 175 SPACES TOTAL 1-800-DIG-TESS. 8. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 9. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2009 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 10. EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE DTH THE UNIFIED DEVELOPMENT ORDINANCE AND WILL CONSIST OF LIGHTS MOUNTED ON THE - 9UILDING ONLY, NO POLE MOUNTED LIGHTS ARE PROPOSED. 11. THE BUILDING DOES HAVE A FIRE SPRINKLER SYSTEM. CC C 12. NO CHANGE IS ANTICIPATED IN THE WATER OR SEWER DEMAN FOR THE EXISTING BUILDING. PARKING LOT ADDImi13. REFER TO ELECTRICAL PLANS FOR PARKING LOT LIGHT DESIG 'AND ION N CONDUIT REQUIREMENTS. VICINITY MAP REGENCY SQUARE t PHASE 3''� 8.251 ACRES P CT BEING LO A ON LOT 1R & 2R ZONED C-2 E.. 112 & 11.4 HOLLEMAN DRI CRAWFORD BURNETT LEAGUE, A-7 �a COLLEGE STATION, BRAZOS COUNTY, TEXAS ,- SCALE: 1 " = 40' JULY 2011 OWNER/DEVELOPER: ENGINEER: { Laivson Properties II LLC SCIIULTZ ENGINEERIN 1800 Shiloh Ave. TBPE Firm Reg. No. Bryan, TX 77803 2730 Longmire Dr Moire A 979-693-9661 ext. 650 College Station, T APPLICANT: P. O. Box 11995 nnr'r Bud Nelson College Station, Texa (17612 1311 Wellborn Road 979.761.3900 College Station, TX 77845 979-693-9641 ElAv ED R,�.: �S 7 L PLAN- AUG 2011 x L RSI L 0 t^ A r'•, ew e' ��. �t�l ,, n ,afEKI t SERVI 7rm" 0 f SHEET NOTES: 1-1 PARKING 12"08" reflective finish metal 18" DESIGNATED column j sign I a PARKING cn 12"x9" reflective finish metal ONLY If sign I ' a Provide galvanized steel cap welded 2x2 galvanized steel tube A. FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, CO MUNITY NO. 480083, MAP NO. 48041CO182C. EFFECTIVE DATE: JULY 12, 1992. PARKING ANALYSIS ACCORDING TO THE PROPOSED FEMA MAP A PORTION OF THE TRACT IS - IN THE 500 -YR FL!313D�PLAIN. REQUIRED PARKING: 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON E 37,076 SF WAREHOUSE GRADING PLAN. 1 SPACE PER 1,000 SF 37 SPACES 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED 47,652 SF RETAIL I ON THE LANDSCAPE & IRRIGATION PLANS. 1 SPACE PER 350 SF 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO 136 SPACES C.O. 173 SPACES REQUIRED TOTAL 6. THERE IS AN EXISTING FIRE SPRINKLER SYSTEM IN THIS BUILDING. 6 HANDICAP SPACE REQUIRED 7. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL PROPOSED PARKING: POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE 169 SPACES PARKING PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 6 SPACE HANDICAP PARKING HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 175 SPACES TOTAL 1-800-DIG-TESS. 8. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 9. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2009 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 10. EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE DTH THE UNIFIED DEVELOPMENT ORDINANCE AND WILL CONSIST OF LIGHTS MOUNTED ON THE - 9UILDING ONLY, NO POLE MOUNTED LIGHTS ARE PROPOSED. 11. THE BUILDING DOES HAVE A FIRE SPRINKLER SYSTEM. CC C 12. NO CHANGE IS ANTICIPATED IN THE WATER OR SEWER DEMAN FOR THE EXISTING BUILDING. PARKING LOT ADDImi13. REFER TO ELECTRICAL PLANS FOR PARKING LOT LIGHT DESIG 'AND ION N CONDUIT REQUIREMENTS. VICINITY MAP REGENCY SQUARE t PHASE 3''� 8.251 ACRES P CT BEING LO A ON LOT 1R & 2R ZONED C-2 E.. 112 & 11.4 HOLLEMAN DRI CRAWFORD BURNETT LEAGUE, A-7 �a COLLEGE STATION, BRAZOS COUNTY, TEXAS ,- SCALE: 1 " = 40' JULY 2011 OWNER/DEVELOPER: ENGINEER: { Laivson Properties II LLC SCIIULTZ ENGINEERIN 1800 Shiloh Ave. TBPE Firm Reg. No. Bryan, TX 77803 2730 Longmire Dr Moire A 979-693-9661 ext. 650 College Station, T APPLICANT: P. O. Box 11995 nnr'r Bud Nelson College Station, Texa (17612 1311 Wellborn Road 979.761.3900 College Station, TX 77845 979-693-9641 ElAv ED R,�.: �S 7 L PLAN- AUG 2011 x L RSI L 0 t^ A r'•, ew e' ��. �t�l ,, n ,afEKI t SERVI 7rm" 0 f SHEET NOTES: column cn set in concrete footing. 1. THE SIGN SHALL BE 12" WIDE BY 18" IN , Provide galvanized steel cap welded HEIGHT AND BE MOUNTED IN THE LOCATION o top SHOWN. I I of tube. Paint tube and cap. 2. SIGN SHALL BE PAINTED ON WHITE CAN o CA BACKGROUND WITH SYMBOLS, LETTERS, AND BORDER IN RED. o �' 3 �; I I All characters must be B 160"minimum above 3. SIGN SHALL COMPLY WITH THE CoCS FIRE --1 rade or sidewalk. SERVICE STANDARDS. 8" FIRE LANE SIGN DETAIL N.T.S. GENERAL NOTES: LEGEND 1. CONTRACTOR IS TO VERIFY THE EXACT LOCA11ON ANE VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES VITHIN THE LOT BOUNDARY PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS R SPONSIBLE BUILDING SETBACK LINES FOR ANY DAMAGE DONE TO EXISTING FACILITI S. CALL 1-800-DIG-TESS. - PUBLIC UTILITY EASEMENT LINE 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACY OF CURB - DRAINAGE EASEMENT LINE UNLESS OTHERWISE NOTED. .. - - • - PUBLIC ACCESS EASEMENT LINE 3. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZ N, STORM AE SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABI E RECORD EXISTING OVERHEAD ELECTRIC INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS T - T - T - T EXISTING TELECOMMUNICATIONS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT _W_W_ EXISTING WATER AS -BUILT CONDITIONS. 4. PAVEMENT DEPTHS: REFER TO SHEET C3 PAVEMENT PLAN FOR GAS EXISTING GAS PROPOSED PAVEMENT DEPTHS. - ST - ST ST - EXISTING STORM SEWER PIPE 5. THE TYPICAL BACK OF CURB RADIUS IS 3.5' UNLESS OTHER nSE NOTED :� :�ti 1•:' j:',�t?r ^; ON THE DIMENSIONAL CONTROL PLAN. '• `^ '%''°`'r""+ EXISTING SIDEWALK 6. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA & AERIAL - ST ST - ST - PROPOSED STORM SEWER PIPE TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION 2005. -� -� -� - DITCH FLOW LINE 7. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH E CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. PROPOSED BACK OF CURB AND FACE OF CURB 8. ALL ROOF AND GROUND -MOUNTED MECHANICAL EGUIPMENTISHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VI ISLE FROM j;�i'�i%��i:��i%iii%'iii:% •i,.;�ir PROPOSED SIDEWALK ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITH N 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING ACCESSIBLE ROUTE ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARA CE. PHASE LINE/CONSTRUCTION LIMI 9. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. CONCRETE FLUME 10. TRAFFIC IMPACT ANALYSIS NOT REQUIRED FOR THIS PROJECT. ADA ACCESSIBLE RAMP SITE SPECIFIC NOTES; a ADA SIGNAGE 1. THE DEVELOPED AREA FOR THIS PROJECT IS 71,691 SF (1.646 ACRES). 2. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE FEMA FLOOD INSURANCE 1" E MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, CO MUNITY NO. 480083, MAP NO. 48041CO182C. EFFECTIVE DATE: JULY 12, 1992. PARKING ANALYSIS ACCORDING TO THE PROPOSED FEMA MAP A PORTION OF THE TRACT IS - IN THE 500 -YR FL!313D�PLAIN. REQUIRED PARKING: 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON E 37,076 SF WAREHOUSE GRADING PLAN. 1 SPACE PER 1,000 SF 37 SPACES 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED 47,652 SF RETAIL I ON THE LANDSCAPE & IRRIGATION PLANS. 1 SPACE PER 350 SF 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO 136 SPACES C.O. 173 SPACES REQUIRED TOTAL 6. THERE IS AN EXISTING FIRE SPRINKLER SYSTEM IN THIS BUILDING. 6 HANDICAP SPACE REQUIRED 7. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL PROPOSED PARKING: POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE 169 SPACES PARKING PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 6 SPACE HANDICAP PARKING HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 175 SPACES TOTAL 1-800-DIG-TESS. 8. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 9. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2009 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 10. EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE DTH THE UNIFIED DEVELOPMENT ORDINANCE AND WILL CONSIST OF LIGHTS MOUNTED ON THE - 9UILDING ONLY, NO POLE MOUNTED LIGHTS ARE PROPOSED. 11. THE BUILDING DOES HAVE A FIRE SPRINKLER SYSTEM. CC C 12. NO CHANGE IS ANTICIPATED IN THE WATER OR SEWER DEMAN FOR THE EXISTING BUILDING. PARKING LOT ADDImi13. REFER TO ELECTRICAL PLANS FOR PARKING LOT LIGHT DESIG 'AND ION N CONDUIT REQUIREMENTS. VICINITY MAP REGENCY SQUARE t PHASE 3''� 8.251 ACRES P CT BEING LO A ON LOT 1R & 2R ZONED C-2 E.. 112 & 11.4 HOLLEMAN DRI CRAWFORD BURNETT LEAGUE, A-7 �a COLLEGE STATION, BRAZOS COUNTY, TEXAS ,- SCALE: 1 " = 40' JULY 2011 OWNER/DEVELOPER: ENGINEER: { Laivson Properties II LLC SCIIULTZ ENGINEERIN 1800 Shiloh Ave. TBPE Firm Reg. No. Bryan, TX 77803 2730 Longmire Dr Moire A 979-693-9661 ext. 650 College Station, T APPLICANT: P. O. Box 11995 nnr'r Bud Nelson College Station, Texa (17612 1311 Wellborn Road 979.761.3900 College Station, TX 77845 979-693-9641 ElAv ED R,�.: �S 7 L PLAN- AUG 2011 x L RSI L 0 t^ A r'•, ew e' ��. �t�l ,, n ,afEKI t SERVI 7rm" 0 f SHEET 310 60 TC 8 307.54 TP 307.14 TP^ / F R POSE 307.55 TC 310.60 TC 307.70 TC 0 3 .50 TC f 39.90 C I 310.90 TC � I � � 0 308.20 TC 307.70 TC 310.20 TC ' 2 ' S F 309.65 TC 308.35 TC 00.0 TC / 309.804 M O i M 309.90 TC x I 2 311.20T � i ' 309.60 TC 7 O P I\ M '308.30 TP I 306.80 TP 310.TC 307.15 TP y 5 � 303.2 FL� 4 k -••� 3 6.50 TC SE DE ILS S EET C go 0�0 303.56 OP k / 305.20 TC 01.75 FL � k) _ / O TCO 50 TC a 303.38 EOP 305.60 k k k 305.05 TC 304. 0 TC 0 0 TC ♦ 301150 FL k k 09.90 Tf� l A04.50kk 715 P0.2 � C � l 03.75 TC B .- 17"WIDE OPENING ' A 1 641-ij. ADDITION TO EXISTING STRUCTURE Mn m ADDITIOI\ EXIS STRUM ELEV. • 6" SECTION A A 1 15' j-1-711 _-RUR LELEV. 302.1 11-7" ELEV. 301.4 I I -\ ELEV. 301.4 I I ELEV. 300.0 8" 8" ELEV. 298.0 LEV. 298.0 SECTION B -B SECTION GC POND OUTLET STRUCTURE N.T.S j 9 • a• a '1 N •: •A ?. k k /% /�/�///� /% k k ,k • k• -k k k k '! k k k k k k k k It. k k k k k k k k k It k .10. k k k •4.'�:: k k k k k k k k •.a"•'..: k k k k k k k NC HC 1 1 k � k E• k f9.10 TC 307.60 TC 305.80 TC 304.10 TC 3 3.04 2-12" PVC STORM PIPE 307.9 I , 0 50 LF W/ END TREATM J 30 LF OF 3-4" 4.45 Tc y 303.50 TC 302.87 EOP 20' OF EXISTING 12' STORM PIPE PVC SLEEVES / (2' MIN BURY) 303.85ITc 301.OD FL _. EROSION CONTROL NOTTS: I FASTENED TO T --POST PROPERTY LINE SEDIMENT CONTROL FABRIC / PROPOSED PAVEMENT EDGE / 1. EROSION CONTROL MEASURES SHOWN 1N THESE PLANS SHALL BE CONSIDERED THE VERY MINIMUM REQUIRED. R SHALL BE 8" OF FILTER FABRIC TO EXTEND AS REWD. TO MAINTAIN. J GRADING NOTES:, TSI w DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND PROPOSED FLOWLINE ( r 305.30 TC 1 1. TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. ALONG SLOPE CONTOURS. DRAINAGE FLOW. 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHAD_ MAKE A VISUAL INSPECTION 2.- FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE I NATURAL GROUND OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A RAINFALL TO INSURE THAT COMPACTED TO 98%_ OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD 11 f ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED OR REPLACED PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM TO 47. ABOVE THE 4' EXISTING DITCH FLOWUNE PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, IF NECESSARY. En SILT FENCE ASSEMBLY 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN DISTURBED. ALL 3• THE SUBGR D- E BENEATH THE CONCRETE PAVEMENT AND SIDEWALKS SHALL BE C 305.45 TC - a SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT LEVEL REACHES 25% CAPACITY. SEDIMENT SHAD. BEM PROOF-ROLLEDcRNY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL M c ro DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL BE REMOVED AND REPLACED. I 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP). SEDIMENT FENCE. OR OTHER 4• THE PROPOSED CONTOURS LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE ADJUSTED TO HANDLE 305.65 TC 305.65 h ,yo 305.10 TC I IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING. INLETS LOCATED k 305.80 TC h1<0Cn IN PAVEMENTS AREAS SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM DRAINAGE AREAS ARE FULLY STABILIZED. `I .• / \ SODDED, AND GROUND COVER HAS TAKEN ROOT. 30 LF OF 3-4" 305.45 TC 304.87 TC S. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE STABILIZED. I \ I ' PVC SLEEVES (2' MIN BURY) -- ' HYDRO -MULCHED SEEDED. THESE STABIUZED AREAS SHALL BE SODDED OR SEEDED, FERTIUZED, AND WATERED TO ESTABLISH 306.15 TC A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION OR IF ACTIVITIES CEASE FOR 14 DAYS. - M 305.40 TC M I 304.58 TC 9. WHEN HYDRO -MULCHING IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA SHOWS GROWTH. o 10. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. E' 305.80 TC 11. TOPSOIL SHALL BE STOCKPILED FOR REUSE AND SHALL BE PROTECTED FROM CONTAMINATION FROM OTHER SOIL OR DEBRIS. I WIND EROSION OF THE SOCK PILE AND DISTRIBUTED AREAS SHALL BE MINIMIZED BY WATERING OR ESTABLISHMENT OF /306.20 TEMPORARY VEGETATION TO CONTROL POLLUTION OF THE AIR BY DUST OR PARTICULATE MATTER. TC 112=10 ® ®\ �13 THE A ISFOR INSPECTING AND MAINTAINING THE EROSION SEDIMENT CONTROL 1 \I SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. GR E DIT H / 305.60 TC ' ` I TO RAIN LEGEND_ --- M CNCR ' 305.70 TC wo LU FME 1 SE DE ILS S EET C go 0�0 303.56 OP k / 305.20 TC 01.75 FL � k) _ / O TCO 50 TC a 303.38 EOP 305.60 k k k 305.05 TC 304. 0 TC 0 0 TC ♦ 301150 FL k k 09.90 Tf� l A04.50kk 715 P0.2 � C � l 03.75 TC B .- 17"WIDE OPENING ' A 1 641-ij. ADDITION TO EXISTING STRUCTURE Mn m ADDITIOI\ EXIS STRUM ELEV. • 6" SECTION A A 1 15' j-1-711 _-RUR LELEV. 302.1 11-7" ELEV. 301.4 I I -\ ELEV. 301.4 I I ELEV. 300.0 8" 8" ELEV. 298.0 LEV. 298.0 SECTION B -B SECTION GC POND OUTLET STRUCTURE N.T.S j 9 • a• a '1 N •: •A ?. k k /% /�/�///� /% k k ,k • k• -k k k k '! k k k k k k k k It. k k k k k k k k k It k .10. k k k •4.'�:: k k k k k k k k •.a"•'..: k k k k k k k NC HC 1 1 k � k E• k f9.10 TC 307.60 TC 305.80 TC 304.10 TC 3 3.04 2-12" PVC STORM PIPE 307.9 I , 0 50 LF W/ END TREATM J 30 LF OF 3-4" 4.45 Tc y 303.50 TC 302.87 EOP 20' OF EXISTING 12' STORM PIPE PVC SLEEVES / (2' MIN BURY) 303.85ITc 301.OD FL _. EROSION CONTROL NOTTS: I FASTENED TO T --POST PROPERTY LINE SEDIMENT CONTROL FABRIC / PROPOSED PAVEMENT EDGE T -POST do WIRE MESH 1. EROSION CONTROL MEASURES SHOWN 1N THESE PLANS SHALL BE CONSIDERED THE VERY MINIMUM REQUIRED. R SHALL BE 8" OF FILTER FABRIC TO EXTEND AS REWD. TO MAINTAIN. THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL MEASURES (DIVERSION BERMS, GRADING NOTES:, TSI w DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND PROPOSED FLOWLINE ( r DEVELOPMENTS FROM DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOU11ON AND CONSTRUCTION. 1. TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. ALONG SLOPE CONTOURS. DRAINAGE FLOW. 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHAD_ MAKE A VISUAL INSPECTION 2.- FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE I NATURAL GROUND OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A RAINFALL TO INSURE THAT COMPACTED TO 98%_ OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD 11 ' ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED OR REPLACED PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM TO 47. ABOVE THE 4' EXISTING DITCH FLOWUNE PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, IF NECESSARY. OPTIMUM MO STORE CONTENT. SILT FENCE ASSEMBLY 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN DISTURBED. ALL 3• THE SUBGR D- E BENEATH THE CONCRETE PAVEMENT AND SIDEWALKS SHALL BE I o a SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT LEVEL REACHES 25% CAPACITY. SEDIMENT SHAD. BEM PROOF-ROLLEDcRNY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL M c ro DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL BE REMOVED AND REPLACED. I 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP). SEDIMENT FENCE. OR OTHER 4• THE PROPOSED CONTOURS LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF CONSTRUCTION. 6. PHASE 11 EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR ASSOCIATED / IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING. INLETS LOCATED IN PAVEMENTS AREAS SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM DRAINAGE AREAS ARE FULLY STABILIZED. J 7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED AND/ OR/ I SODDED, AND GROUND COVER HAS TAKEN ROOT. S. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED AND ALL OTHER AREAS DISTURBED DUE TO CONSTRUCTION SHALL BE -- ' HYDRO -MULCHED SEEDED. THESE STABIUZED AREAS SHALL BE SODDED OR SEEDED, FERTIUZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION OR IF ACTIVITIES CEASE FOR 14 DAYS. - M 9. WHEN HYDRO -MULCHING IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA SHOWS GROWTH. 10. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. (j 11. TOPSOIL SHALL BE STOCKPILED FOR REUSE AND SHALL BE PROTECTED FROM CONTAMINATION FROM OTHER SOIL OR DEBRIS. I WIND EROSION OF THE SOCK PILE AND DISTRIBUTED AREAS SHALL BE MINIMIZED BY WATERING OR ESTABLISHMENT OF TEMPORARY VEGETATION TO CONTROL POLLUTION OF THE AIR BY DUST OR PARTICULATE MATTER. 12. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. �13 THE A ISFOR INSPECTING AND MAINTAINING THE EROSION SEDIMENT CONTROL SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENTOF 1/2' ORM RE.THECONTR THE CONTRACTOR SPECTIO SS I SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 14. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. ' I LEGEND_ --- 2'X4" WIRE MESH I 00 -YR WSE / ----------- ------ 51I % \ /302- -�! I- - � CONCRETE20 10 0 20 FLUME NO. 2 /' /'ol -302- - -- ' I SCALE IN FEET SEE DETAILS y 3pz-oj SHEET C3All 1 ' �- M- I PROPOSED BLOCK RAD -DITCH /300 SOD BERMUDA j TO DRAIN ' -/ / J `v GRASS 350 , SEE SECTION D -FT I / FOR IDAIl M,_,._ •---"" ,�-• "SECTION � � '� _288.78 EG-•- Z� ,--" ; 297.47 EG 4 -- ""l (�-••••._,...- jo 302'. - 297.59 E • _ k - SnUTH 'o J - 3p1"'--5-7.64 •D pp-�� 297.52 E moi' ►-c k 298.28 EG 9 I DETrN T 1❑ 297.80 FL 9 .78 EG 2 9 k -tC'� k 296.75 FL -� / �•, k k 298.62 EG --.•�- k .� '�k � k k I pp�- tc-� k 296.87 FL �//� s HND` �� 299 k "'k k - �� " k 99= k k 297. 4 FL I L" k� P- k k ...-•--�' o M o k k - k -v` _ k -- 297.33 FL 297.19 FL , 28 -DAY CONCRETE i \ k STRENGTH 35 0 psi 299 -i� 4 BARS, 18" O.C.E.W. \ 300 ""-- �,. - 297.74 FL 297.61 FL 297.48 FL DOWEL ##5 BARS, 16- LG.. v302...�"�� (8- INTO EXIST. PVMT.). ® 18. O.C. ..�01 �c' MODIFIED - _ COMPACTED CEMENT 3S 301 EXISTING CONCRETE " STABILIZED SAND - y 3s .►�""� CONCRETE OUTLET STREET 6 X02 0� ` 0 OF BERM=302.® �S _.. STRUCTURE SAW CUT 3S EXISTING DITCH ' \, ///\\//Ak MITER END OF PIPE 70 MATCH SLOPE TYPICAL DRAIN PIPE END TREATMENT - PROFILE N.T.S. THE SEAL APPEARING ON THIS Schultz ELLC DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 3, 2011. College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 AUGUST 2011 DRAIN EN D TREATMENT - PLAN VIEW ,dFof - O 'r, y �`�S .......... *: .••.:* ........................... JOSEPH P. SCHULTZ ,............................ . 6 88 ONAL ,g'5-- t FIRM # 12327 SCHULTZ ENGINEERING, LLC CC CI�EA TIONS' COLLEGE STA TION, TEXAS LINE DITCH WITH BERMUDA GRASS BLOCK SOD tt:Vl WED F C"PLIANCE 6" i -- T 11�AUG 2011 O.D. LINE DITCH WITH BERMUDA GRASS COL L GE 64ATION t •. ' BLOCK SOD EIE�� .�•. COMPACTED UNDISTURBED SOIL -/STABILIZED TYPICAL EXISTING DITCH SECTION 1EE VARIES BEDDING AND TRENCH DETAIL SECTION D -D N.T.S GRADING & EROS, 11, CONTROL PLA "','; N.T.S. SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHEET C4" Ae FASTENED TO T --POST PROPERTY LINE SEDIMENT CONTROL FABRIC FASTENED SECURELY TO PROPOSED PAVEMENT EDGE T -POST do WIRE MESH METAL T -POST 8" OF FILTER FABRIC TO EXTEND AS REWD. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACK FILL N ENO SILT FENCE AND/OR ALLOW 2.5' TO W AT TOE OF PROPOSED FLOWLINE SLOPE FOR SEDIMENT TO HAY E5 ACCUMULATE. ALIGN FENCE USED IN AREAS OF 01 ALONG SLOPE CONTOURS. DRAINAGE FLOW. 0 A of FLOW NATURAL GROUND DIREC�,�. MARK 11 Xbr WWII 4' 4'X4' MIN. TRENCH 4' EXISTING DITCH FLOWUNE 20' SILT FENCE ASSEMBLY RUNOFF FLOW DIRECTION N.T.S. I 00 -YR WSE / ----------- ------ 51I % \ /302- -�! I- - � CONCRETE20 10 0 20 FLUME NO. 2 /' /'ol -302- - -- ' I SCALE IN FEET SEE DETAILS y 3pz-oj SHEET C3All 1 ' �- M- I PROPOSED BLOCK RAD -DITCH /300 SOD BERMUDA j TO DRAIN ' -/ / J `v GRASS 350 , SEE SECTION D -FT I / FOR IDAIl M,_,._ •---"" ,�-• "SECTION � � '� _288.78 EG-•- Z� ,--" ; 297.47 EG 4 -- ""l (�-••••._,...- jo 302'. - 297.59 E • _ k - SnUTH 'o J - 3p1"'--5-7.64 •D pp-�� 297.52 E moi' ►-c k 298.28 EG 9 I DETrN T 1❑ 297.80 FL 9 .78 EG 2 9 k -tC'� k 296.75 FL -� / �•, k k 298.62 EG --.•�- k .� '�k � k k I pp�- tc-� k 296.87 FL �//� s HND` �� 299 k "'k k - �� " k 99= k k 297. 4 FL I L" k� P- k k ...-•--�' o M o k k - k -v` _ k -- 297.33 FL 297.19 FL , 28 -DAY CONCRETE i \ k STRENGTH 35 0 psi 299 -i� 4 BARS, 18" O.C.E.W. \ 300 ""-- �,. - 297.74 FL 297.61 FL 297.48 FL DOWEL ##5 BARS, 16- LG.. v302...�"�� (8- INTO EXIST. PVMT.). ® 18. O.C. ..�01 �c' MODIFIED - _ COMPACTED CEMENT 3S 301 EXISTING CONCRETE " STABILIZED SAND - y 3s .►�""� CONCRETE OUTLET STREET 6 X02 0� ` 0 OF BERM=302.® �S _.. STRUCTURE SAW CUT 3S EXISTING DITCH ' \, ///\\//Ak MITER END OF PIPE 70 MATCH SLOPE TYPICAL DRAIN PIPE END TREATMENT - PROFILE N.T.S. THE SEAL APPEARING ON THIS Schultz ELLC DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 3, 2011. College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 AUGUST 2011 DRAIN EN D TREATMENT - PLAN VIEW ,dFof - O 'r, y �`�S .......... *: .••.:* ........................... JOSEPH P. SCHULTZ ,............................ . 6 88 ONAL ,g'5-- t FIRM # 12327 SCHULTZ ENGINEERING, LLC CC CI�EA TIONS' COLLEGE STA TION, TEXAS LINE DITCH WITH BERMUDA GRASS BLOCK SOD tt:Vl WED F C"PLIANCE 6" i -- T 11�AUG 2011 O.D. LINE DITCH WITH BERMUDA GRASS COL L GE 64ATION t •. ' BLOCK SOD EIE�� .�•. COMPACTED UNDISTURBED SOIL -/STABILIZED TYPICAL EXISTING DITCH SECTION 1EE VARIES BEDDING AND TRENCH DETAIL SECTION D -D N.T.S GRADING & EROS, 11, CONTROL PLA "','; N.T.S. SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHEET C4" Ae PROPERTY LINE PROPOSED PAVEMENT EDGE � 304.89 TC SPOT ELEVATIONS EG EXISTING GROUND FL PROPOSED FLOWLINE TC TOP OF CURB 0 ISSUED FOR REVIEW JPS 8/3/2011 A REVISED PER COMMENTS JPS 7/15/2011 MARK REVISION BY DATE I 00 -YR WSE / ----------- ------ 51I % \ /302- -�! I- - � CONCRETE20 10 0 20 FLUME NO. 2 /' /'ol -302- - -- ' I SCALE IN FEET SEE DETAILS y 3pz-oj SHEET C3All 1 ' �- M- I PROPOSED BLOCK RAD -DITCH /300 SOD BERMUDA j TO DRAIN ' -/ / J `v GRASS 350 , SEE SECTION D -FT I / FOR IDAIl M,_,._ •---"" ,�-• "SECTION � � '� _288.78 EG-•- Z� ,--" ; 297.47 EG 4 -- ""l (�-••••._,...- jo 302'. - 297.59 E • _ k - SnUTH 'o J - 3p1"'--5-7.64 •D pp-�� 297.52 E moi' ►-c k 298.28 EG 9 I DETrN T 1❑ 297.80 FL 9 .78 EG 2 9 k -tC'� k 296.75 FL -� / �•, k k 298.62 EG --.•�- k .� '�k � k k I pp�- tc-� k 296.87 FL �//� s HND` �� 299 k "'k k - �� " k 99= k k 297. 4 FL I L" k� P- k k ...-•--�' o M o k k - k -v` _ k -- 297.33 FL 297.19 FL , 28 -DAY CONCRETE i \ k STRENGTH 35 0 psi 299 -i� 4 BARS, 18" O.C.E.W. \ 300 ""-- �,. - 297.74 FL 297.61 FL 297.48 FL DOWEL ##5 BARS, 16- LG.. v302...�"�� (8- INTO EXIST. PVMT.). ® 18. O.C. ..�01 �c' MODIFIED - _ COMPACTED CEMENT 3S 301 EXISTING CONCRETE " STABILIZED SAND - y 3s .►�""� CONCRETE OUTLET STREET 6 X02 0� ` 0 OF BERM=302.® �S _.. STRUCTURE SAW CUT 3S EXISTING DITCH ' \, ///\\//Ak MITER END OF PIPE 70 MATCH SLOPE TYPICAL DRAIN PIPE END TREATMENT - PROFILE N.T.S. THE SEAL APPEARING ON THIS Schultz ELLC DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 3, 2011. College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 AUGUST 2011 DRAIN EN D TREATMENT - PLAN VIEW ,dFof - O 'r, y �`�S .......... *: .••.:* ........................... JOSEPH P. SCHULTZ ,............................ . 6 88 ONAL ,g'5-- t FIRM # 12327 SCHULTZ ENGINEERING, LLC CC CI�EA TIONS' COLLEGE STA TION, TEXAS LINE DITCH WITH BERMUDA GRASS BLOCK SOD tt:Vl WED F C"PLIANCE 6" i -- T 11�AUG 2011 O.D. LINE DITCH WITH BERMUDA GRASS COL L GE 64ATION t •. ' BLOCK SOD EIE�� .�•. COMPACTED UNDISTURBED SOIL -/STABILIZED TYPICAL EXISTING DITCH SECTION 1EE VARIES BEDDING AND TRENCH DETAIL SECTION D -D N.T.S GRADING & EROS, 11, CONTROL PLA "','; N.T.S. SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHEET C4" Ae PROPERTY LINE PROPOSED PAVEMENT EDGE � 304.89 TC SPOT ELEVATIONS EG EXISTING GROUND FL PROPOSED FLOWLINE TC TOP OF CURB TP TOP OF PAVEMENT SF SILT FENCE � - 286 EXISTING CONTOURS 288 PROPOSED CONTOURS --> EXISTING DITCH FLOWUNE RUNOFF FLOW DIRECTION Jk k k ( PROPOSED BLOCK SOD PROPOSED CONCRETE FLUME I 00 -YR WSE / ----------- ------ 51I % \ /302- -�! I- - � CONCRETE20 10 0 20 FLUME NO. 2 /' /'ol -302- - -- ' I SCALE IN FEET SEE DETAILS y 3pz-oj SHEET C3All 1 ' �- M- I PROPOSED BLOCK RAD -DITCH /300 SOD BERMUDA j TO DRAIN ' -/ / J `v GRASS 350 , SEE SECTION D -FT I / FOR IDAIl M,_,._ •---"" ,�-• "SECTION � � '� _288.78 EG-•- Z� ,--" ; 297.47 EG 4 -- ""l (�-••••._,...- jo 302'. - 297.59 E • _ k - SnUTH 'o J - 3p1"'--5-7.64 •D pp-�� 297.52 E moi' ►-c k 298.28 EG 9 I DETrN T 1❑ 297.80 FL 9 .78 EG 2 9 k -tC'� k 296.75 FL -� / �•, k k 298.62 EG --.•�- k .� '�k � k k I pp�- tc-� k 296.87 FL �//� s HND` �� 299 k "'k k - �� " k 99= k k 297. 4 FL I L" k� P- k k ...-•--�' o M o k k - k -v` _ k -- 297.33 FL 297.19 FL , 28 -DAY CONCRETE i \ k STRENGTH 35 0 psi 299 -i� 4 BARS, 18" O.C.E.W. \ 300 ""-- �,. - 297.74 FL 297.61 FL 297.48 FL DOWEL ##5 BARS, 16- LG.. v302...�"�� (8- INTO EXIST. PVMT.). ® 18. O.C. ..�01 �c' MODIFIED - _ COMPACTED CEMENT 3S 301 EXISTING CONCRETE " STABILIZED SAND - y 3s .►�""� CONCRETE OUTLET STREET 6 X02 0� ` 0 OF BERM=302.® �S _.. STRUCTURE SAW CUT 3S EXISTING DITCH ' \, ///\\//Ak MITER END OF PIPE 70 MATCH SLOPE TYPICAL DRAIN PIPE END TREATMENT - PROFILE N.T.S. THE SEAL APPEARING ON THIS Schultz ELLC DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 3, 2011. College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 AUGUST 2011 DRAIN EN D TREATMENT - PLAN VIEW ,dFof - O 'r, y �`�S .......... *: .••.:* ........................... JOSEPH P. SCHULTZ ,............................ . 6 88 ONAL ,g'5-- t FIRM # 12327 SCHULTZ ENGINEERING, LLC CC CI�EA TIONS' COLLEGE STA TION, TEXAS LINE DITCH WITH BERMUDA GRASS BLOCK SOD tt:Vl WED F C"PLIANCE 6" i -- T 11�AUG 2011 O.D. LINE DITCH WITH BERMUDA GRASS COL L GE 64ATION t •. ' BLOCK SOD EIE�� .�•. COMPACTED UNDISTURBED SOIL -/STABILIZED TYPICAL EXISTING DITCH SECTION 1EE VARIES BEDDING AND TRENCH DETAIL SECTION D -D N.T.S GRADING & EROS, 11, CONTROL PLA "','; N.T.S. SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHEET C4" Ae u 2, 6s3 SF ger r/r� URB EN G ry, rr T>FL ME REI.�'FORCED CONCRETE PAVEMRE ENT20 10 0 �Z�,' ,y . � 0 scaic IN FEET LEGEND 5" CONCRETE PAVEMENT DEPTH LANDSCAPE SLEEVES SAWED OR FORMED, SEAL WITH JOINT MATERIAL 3/8" TO 1/2" WIDE, 2" DEEP PER PLAN CONTRACTION JOINT N.T.S. CONTRACTION JOINTS SHALL BE AT 15' MAX. SPACING NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. ED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND \� \\ \\ \` \` \\/\\/\\\ \/�%/�\//�\//�\//�//\/� WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE ?rl�r TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, URB EN G ry, rr T>FL ME REI.�'FORCED CONCRETE PAVEMRE ENT20 10 0 �Z�,' ,y . � 0 scaic IN FEET LEGEND 5" CONCRETE PAVEMENT DEPTH LANDSCAPE SLEEVES SAWED OR FORMED, SEAL WITH JOINT MATERIAL 3/8" TO 1/2" WIDE, 2" DEEP PER PLAN CONTRACTION JOINT N.T.S. CONTRACTION JOINTS SHALL BE AT 15' MAX. SPACING NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. 30 LF OF 3-4" PVC SLEEVES (2' MIN BURY) STEEL REINFORCING BARS CONCRETE PAVEMENT �X �— 8" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 5" AS SHOWN ON THE PLAN * 5" PAVEMENT — USE #3 REBAR ® 15" O.C.E.W. * 6" PAVEMENT — USE #3 REBAR ® 12" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. SEAL WITH JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 1/2" DIA. X 18" O.C. ZI IF (COATED W/HEAVY GREASE) .PER PLAN E NON—EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR EXPANSION JOINT N.T.S. TO BE SPACED AT 45' MAX. INTERVALS NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. I� 4 AE k e i PVC SLEEVES I (2' MIN BURY) - I LLI AE 2, 653 SF- it �. m I " 1 1, ElI �.. A B En y f A B ' ETE -5 HMAC ALTERNATE PLAN ; 30 LF OF 3-4" a~ PVC SLEEVES 1 1/2" COMPACTED (2' MIN BURY) I THICKNESS: TYPE — D, CRUSHED LIMESTONE B HMAC DRIVING SURFACE COMPACTEDES rn m 20 10 0 20 LIME STABILIZED SUBGRADE: I 8" COMPACTED THICKNESS I SCALE IN FEET 67. HYDRATED LIk'iE BY DRY WEIGHT TYPICAL HMAC PAVING SECTION I N.T.S. PAVEMENT CONSTRUCTION NOTES: 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO PROPOSED MATCH SLOPE THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE PARKING LOT 4" NICK OF ',XISTING A MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 3500 PSI. PAVEMENT CONCRETE 6ITCH THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) a \ 4„ 3. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE THICK PAVEMENT SHALL BE COMPACTED TO AT LEAST 95% OF THE \\j/\\\�/\\��\\ '` , \ 80 CONCRETE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM o#4 BARS 3% BELOW TO 3% ABOVE THE OPTIMUM MOISTURE CONTENT. ��/\/\/\�j �� • • \ a\\�\ \\/\/\/\ 3I4" X 18" SMOOTH 4. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME '�� \\ \\ \' ° EXPANSION DOWELS \ STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF \\/\\/\� \• °. a •. °! ' \;; \\//\\� q'; j\/�` CURB DETAIL LIME APPROSTABILIZ XIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE N.T.S. CURB 3' J •JI �+ TYPICAL CURB OPENING N.T.S Schultz E THE SEAL APPEARING ON THIS THE WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 3, 2011. College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 AUGUST 2011 ED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND \� \\ \\ \` \` \\/\\/\\\ \/�%/�\//�\//�\//�//\/� WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A CURB CUT AND 0 ISSUED FOR REVIEW JPS 8/3/2011 A REVISED PER COMMENTS JPS 7/15/2011 MARK REVISION BY DATE 30 LF OF 3-4" PVC SLEEVES (2' MIN BURY) STEEL REINFORCING BARS CONCRETE PAVEMENT �X �— 8" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 5" AS SHOWN ON THE PLAN * 5" PAVEMENT — USE #3 REBAR ® 15" O.C.E.W. * 6" PAVEMENT — USE #3 REBAR ® 12" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. SEAL WITH JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 1/2" DIA. X 18" O.C. ZI IF (COATED W/HEAVY GREASE) .PER PLAN E NON—EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR EXPANSION JOINT N.T.S. TO BE SPACED AT 45' MAX. INTERVALS NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. I� 4 AE k e i PVC SLEEVES I (2' MIN BURY) - I LLI AE 2, 653 SF- it �. m I " 1 1, ElI �.. A B En y f A B ' ETE -5 HMAC ALTERNATE PLAN ; 30 LF OF 3-4" a~ PVC SLEEVES 1 1/2" COMPACTED (2' MIN BURY) I THICKNESS: TYPE — D, CRUSHED LIMESTONE B HMAC DRIVING SURFACE COMPACTEDES rn m 20 10 0 20 LIME STABILIZED SUBGRADE: I 8" COMPACTED THICKNESS I SCALE IN FEET 67. HYDRATED LIk'iE BY DRY WEIGHT TYPICAL HMAC PAVING SECTION I N.T.S. PAVEMENT CONSTRUCTION NOTES: 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO PROPOSED MATCH SLOPE THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE PARKING LOT 4" NICK OF ',XISTING A MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 3500 PSI. PAVEMENT CONCRETE 6ITCH THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) a \ 4„ 3. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE THICK PAVEMENT SHALL BE COMPACTED TO AT LEAST 95% OF THE \\j/\\\�/\\��\\ '` , \ 80 CONCRETE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM o#4 BARS 3% BELOW TO 3% ABOVE THE OPTIMUM MOISTURE CONTENT. ��/\/\/\�j �� • • \ a\\�\ \\/\/\/\ 3I4" X 18" SMOOTH 4. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME '�� \\ \\ \' ° EXPANSION DOWELS \ STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF \\/\\/\� \• °. a •. °! ' \;; \\//\\� q'; j\/�` CURB DETAIL LIME APPROSTABILIZ XIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE N.T.S. CURB 3' J •JI �+ TYPICAL CURB OPENING N.T.S Schultz E THE SEAL APPEARING ON THIS THE WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 3, 2011. College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 AUGUST 2011 1 30 LF OF 3-4" PVC SLEEVES (2' MIN BURY) REVIEWED FOR WITHIN N THE PROJECT SITE. AM SL ON LENGTH PUBLIC SIDEWALK \ \\\j�\\//� \ ��\/� I TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO LIANE COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 9. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS CONCRETE FLUME NO. 2 AUG � � 2011 � 2% FOR SIDEWALKS AND PAVEMENT. ,A\ E OF *:'��•••............ ' *1 .j ....................... JOSEPH P. SCHUL::TZ Q.N� FIRM # 12327 SCHULTZ ENGINEERING, LLC CC '"FATIONS COLLEGE STATION, TEXAS DETAIL N.T.S. C LLEGE s,iArm ENGINEERING CURB AND GUTTER ". ASPHALT PAVEMENT ®®®®®® LANDSCAPE SLEEVE 6" rr ... ' 12" 4rr12" CONCF "► � L � .�� FLUS 6» 6" ' CONCRETE FLUME NO. SECTION A A N.T.S. N.T.S. ATCH EXISTING DITCH LINE 4'-0" ---{ Orr ;;: ,• 12" 12" con %"' FL CONCRETE FLUME NO. SECTION C -C N.T.S. SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: j 1 _161 SHEET Ce r M ED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND \� \\ \\ \` \` \\/\\/\\\ \/�%/�\//�\//�\//�//\/� WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A CURB CUT AND DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% ABOVE CONCRETE FLUME NO. 1 OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE OANDIL HLIMEMSLURRY".THE RTHEIRLMENTS OF TS LIME STABILIZED BGRADE PROFILE DETAIL SHOULD EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. N.T.S. 5. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF—ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF—ROLLING" SHALL BE REMOVED AND REPLACED. #3 REBAR 4, 6 JOINT LANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVEDAEQUAL. \\� 7. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE �\ \ \ // v 3n :. ° DOWN CONCRETE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT //// . ' °' �'� ° d �THE AT RATE RECOMMENDED BY THE MANUFACTURER. THE CURING \\ � a ` \ MESI SHALL MEET THE REQUIREMENTS OF TXDOT ITEM\\ A ENDS) 526.COMPOUND \\f\ 8. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE 1 30 LF OF 3-4" PVC SLEEVES (2' MIN BURY) REVIEWED FOR WITHIN N THE PROJECT SITE. AM SL ON LENGTH PUBLIC SIDEWALK \ \\\j�\\//� \ ��\/� I TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO LIANE COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 9. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS CONCRETE FLUME NO. 2 AUG � � 2011 � 2% FOR SIDEWALKS AND PAVEMENT. ,A\ E OF *:'��•••............ ' *1 .j ....................... JOSEPH P. SCHUL::TZ Q.N� FIRM # 12327 SCHULTZ ENGINEERING, LLC CC '"FATIONS COLLEGE STATION, TEXAS DETAIL N.T.S. C LLEGE s,iArm ENGINEERING CURB AND GUTTER ". ASPHALT PAVEMENT ®®®®®® LANDSCAPE SLEEVE 6" rr ... ' 12" 4rr12" CONCF "► � L � .�� FLUS 6» 6" ' CONCRETE FLUME NO. SECTION A A N.T.S. N.T.S. ATCH EXISTING DITCH LINE 4'-0" ---{ Orr ;;: ,• 12" 12" con %"' FL CONCRETE FLUME NO. SECTION C -C N.T.S. SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: j 1 _161 SHEET Ce r M PROPOSED CURB RAMP W/ DETECTIBLE WARNING SURFACE PROPOSED SIDEWALK 304.94 TW 304.72 TW 305.31 TW „r.', •• /• 304.81 TW '-* ",•. , :::::'. ': �: R ` .�� 305.09 TW _� 305.45 TW 304.72 TC "`� _r/■'� 304.79 TW 304.29 TP 304.84 TC 304.23 TP _-V_z� I 303.61 TP ' L TP 303.68 TP I *11/303.30 ,TP303.23 TP 303.30 7P-.--+ •• 303.34 TP 303.32 TP 303.34 TP,,,RE OVE 2 ' OF HCU B AND SIDEW LK 303.35 TP 30 .87 TC :: f . 303;8$•7.: • •;•, •.:• ; : R 303.88 TW ' • ! r VAN ACCESSIBLE r •03.98 TW 303.42 TW ROUTE :. 303.92 TW PROPOSED SIDEWALK AND 2 AOA RAMPS •e AC A° EXISTING BUILDING LEGEND REMOVE EXISTING RAMP him ALL NEW CONSTRUCTION TO MATCH EXISTING PAVEMENT AND SIDEWALK 0 INSET A J• .Y w �. \ ST ST ST auv.Uv In, H PROPOSED SIDEWALK AND 2 AOA RAMPS EXISTING BUILDING If - 20 10 0 20 SCALE IN FEET 103.04 EOP 302.66 TP/ \302.66 TP INSET B . THE SEAL APPEARING ON THIS tichu I�z Eng' i n e e ri n LLC DOCUMENT WAS AUTHORIZED BY g JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 3, 2011. College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 AUGUST 2011 PROPOSED RAMP REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO CIY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. EXISTING SIDEWALK CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. a PROPOSED SIDEWALK o W 0 ISSUED FOR REVIEW 304.89 TC DESIGN/EXISTING GRADE TW TOP OF SIDEWALK TC TOP OF CURB TP TOP OF PAVEMENT REMOVE EXISTING RAMP him ALL NEW CONSTRUCTION TO MATCH EXISTING PAVEMENT AND SIDEWALK 0 INSET A J• .Y w �. \ ST ST ST auv.Uv In, H PROPOSED SIDEWALK AND 2 AOA RAMPS EXISTING BUILDING If - 20 10 0 20 SCALE IN FEET 103.04 EOP 302.66 TP/ \302.66 TP INSET B . THE SEAL APPEARING ON THIS tichu I�z Eng' i n e e ri n LLC DOCUMENT WAS AUTHORIZED BY g JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 3, 2011. College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 AUGUST 2011 NOTES: FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO CIY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. a o W 0 ISSUED FOR REVIEW JPS 8/3/2011 A REVISED PER COMMENTS JPS 7/15/2011 MARKI REVISION BY DATE REMOVE EXISTING RAMP him ALL NEW CONSTRUCTION TO MATCH EXISTING PAVEMENT AND SIDEWALK 0 INSET A J• .Y w �. \ ST ST ST auv.Uv In, H PROPOSED SIDEWALK AND 2 AOA RAMPS EXISTING BUILDING If - 20 10 0 20 SCALE IN FEET 103.04 EOP 302.66 TP/ \302.66 TP INSET B . THE SEAL APPEARING ON THIS tichu I�z Eng' i n e e ri n LLC DOCUMENT WAS AUTHORIZED BY g JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 3, 2011. College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 AUGUST 2011 N.T.S 0.0' CURB HEIGHT VARIABLE CURB HEIGHT -DETECTABLE WARNING PAVERS o°o°o°o°o°o°o°o°o°o WITH TRUNCATED DOME SURFACE o°o°o°o°o°o°o°o°o° SIDEWALK 0000000000°0 00°°° LANDING 00000000 .1 1� o°o o°o 00000000000°0000000 0-0-0-0-0- � o _0_0_0 0.5' CURB HEIGHT 0.0' CURB HEIGHT 6' (MAX) TYPICAL RAMP DETAIL AT PARKING AREAS N.T.S -EXISTING SIDEWALK 11' 6' I 4.5'- r/-7777771 VARIES 4" THICK (MIN) REINFORCED CONCRETE SIDEWALK (3000 PSI, 28 -DAY STRENGTH) 7/7 2" SAND CUSHION (AS NECESSARY) #3 ®12" O.C.E.W. OR #4 ®18" O.C.E.W. SECTION A A N.T.S -EXISTING SIDEWALK 11' 4" THICK (MIN) REINFORCED CONCRETE SIDEWALK 6' S�' (3000 PSI, 28 -DAY STRENGTH) 2" SAND CUSHION (AS NECESSARY) #3 @12" O.C.E.W. OR #4 ®18" O.C.E.W. SECTION B -B 10 5 0 10 SCALE IN FEET N.T.S CC CI"EA TIONS PARKING L 0 T ADDITION COLLEGE STATION, TEXAS CURB 11 GUTTER � T 12" #3 DOWELS ® 24" SPACING ON ( WHERE SIDEWALK ABUTS SEAL WITH JOINT MATERIAL „ 3�4 SMOOTH DOWEL BAR •�i:� :.•• :. (DING JOINT FILLER METAL OR PLASTIC CAP. INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR EWALK EXPANSION JOINT DETAIL N.T.S LIGHT BROOM FINISH JOINTS TO BE TOOLED 1/4" TO 1/2" DEEP EWALK CONTRACTION JOINT DETAIL N.T.S 4" THICK (MIN) REINFORCED ISION JOINT CONCRETE SIDEWALK (3000 PSI, 28 -DAY STRENGTH) 2% MAX / 2 SAND CUSHION (AS NECESSARY) 12"---' #3 ® 12" O.C.E.W. COMPACTED SUBGRADE OR #4 ®18" O.C.E.W. CONCRETE SIDEWALK CROSS SECTION NTS SIDEWALK NOT 1. SIDEWALK JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL 2. SIDEWALK EXPANSION JOINTS SHALL BE SPACED AT 60' MAXIMUM INTERVALS. 3. SIDEWALK CONTRACTION JOINTS SHALL BE SPACED AT A MAXIMUM INTERVAL EQUAL TO THE SIDEWALKS WIDTH. 4. SIDEWALK REINFORCEMENT TO BE 04 BARS m 18" O.C.E.W. OR #3 BARS O 12" O.C.E.W. REVIEWED FOR COMPLIANCE AUG 1 12011 OLLEGE ". (AMMIMbui ENGINEERING I ME Em 0 0 SEE INSET A SEE INSET B Em 16 0 M jig ';� "IF j A r"'ONS SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHEET C� NOTES: FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO CIY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. a o W LANDING Q4v � DETECTABLE W RNING PAVER 4" MAX W� tRUNCAIED D ME SURFACE A -11-411-41 A TRUNCATED DOME PATMAr CI.1RB RAMP Y 2" �Qw NO. 3 REBAR AROUND PAVER INSET 0000 1w DT UNCAi L ISURFACE� WITH w 4 DOME 0000 1w 1" MORTAR BED -SHALL CONFORM TO APPLICABLE SPECIFICATIONS 8" CONTROL JOINT PERMISSIBLE SIDE FLARE (TYP) MIN. 4" EXPANSION JOINT AS REQUIRED CLASS A CONCRETE - SHALL CONFORM No. 3 REBAR AT TO APPLICABLE SPECIFICATIONS 18" (MAX,) ON -CENTER BOTH WAYS SECTIONA A DETECTABLE WARNING PAVERS N.T.S 0.0' CURB HEIGHT VARIABLE CURB HEIGHT -DETECTABLE WARNING PAVERS o°o°o°o°o°o°o°o°o°o WITH TRUNCATED DOME SURFACE o°o°o°o°o°o°o°o°o° SIDEWALK 0000000000°0 00°°° LANDING 00000000 .1 1� o°o o°o 00000000000°0000000 0-0-0-0-0- � o _0_0_0 0.5' CURB HEIGHT 0.0' CURB HEIGHT 6' (MAX) TYPICAL RAMP DETAIL AT PARKING AREAS N.T.S -EXISTING SIDEWALK 11' 6' I 4.5'- r/-7777771 VARIES 4" THICK (MIN) REINFORCED CONCRETE SIDEWALK (3000 PSI, 28 -DAY STRENGTH) 7/7 2" SAND CUSHION (AS NECESSARY) #3 ®12" O.C.E.W. OR #4 ®18" O.C.E.W. SECTION A A N.T.S -EXISTING SIDEWALK 11' 4" THICK (MIN) REINFORCED CONCRETE SIDEWALK 6' S�' (3000 PSI, 28 -DAY STRENGTH) 2" SAND CUSHION (AS NECESSARY) #3 @12" O.C.E.W. OR #4 ®18" O.C.E.W. SECTION B -B 10 5 0 10 SCALE IN FEET N.T.S CC CI"EA TIONS PARKING L 0 T ADDITION COLLEGE STATION, TEXAS CURB 11 GUTTER � T 12" #3 DOWELS ® 24" SPACING ON ( WHERE SIDEWALK ABUTS SEAL WITH JOINT MATERIAL „ 3�4 SMOOTH DOWEL BAR •�i:� :.•• :. (DING JOINT FILLER METAL OR PLASTIC CAP. INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR EWALK EXPANSION JOINT DETAIL N.T.S LIGHT BROOM FINISH JOINTS TO BE TOOLED 1/4" TO 1/2" DEEP EWALK CONTRACTION JOINT DETAIL N.T.S 4" THICK (MIN) REINFORCED ISION JOINT CONCRETE SIDEWALK (3000 PSI, 28 -DAY STRENGTH) 2% MAX / 2 SAND CUSHION (AS NECESSARY) 12"---' #3 ® 12" O.C.E.W. COMPACTED SUBGRADE OR #4 ®18" O.C.E.W. CONCRETE SIDEWALK CROSS SECTION NTS SIDEWALK NOT 1. SIDEWALK JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL 2. SIDEWALK EXPANSION JOINTS SHALL BE SPACED AT 60' MAXIMUM INTERVALS. 3. SIDEWALK CONTRACTION JOINTS SHALL BE SPACED AT A MAXIMUM INTERVAL EQUAL TO THE SIDEWALKS WIDTH. 4. SIDEWALK REINFORCEMENT TO BE 04 BARS m 18" O.C.E.W. OR #3 BARS O 12" O.C.E.W. REVIEWED FOR COMPLIANCE AUG 1 12011 OLLEGE ". (AMMIMbui ENGINEERING I ME Em 0 0 SEE INSET A SEE INSET B Em 16 0 M jig ';� "IF j A r"'ONS SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHEET C� =Mm PARKING LOT H�� E AN I H 0 0 35' OF LANDSCAPE BARRICADE r.:R �• k k k k 4 k ` 4 .�.. k k h t k k k k ,til 4r� k k I k k k k k q kj/ 4 k k k k k k k k t k k k 4 k k k k k k k k k k tyz .•'..- k k k k t k y k t k k Y k 4 t k k �- ` 4 " k k k k Y k 4 k k k t k 4 �- k k '�� :�t� iw.• ./� k k k k k R k ' 4 k k k k 4 k k k ` '� " k k k k f'•i::C� •` - •( k k y k k y y k k k k k k k y k t k k k °k k k k k R k .�� 'k �'•-w •~ k 4 4 k 4 k k t k k k Y k k k k 4 t 4 k k k k ` t k k k k t p Y k k k k k k k k .7 k k k k R k k k k k C k k t k k •il 'c k t k k k k k t k y k k `k ,k k k 4 H(5) k k k ° 'J 4 t k k 11 k k! k O IV' k 4 k y k 290' OF LANDSCAPE J(1) BARRICADE Q(1) 60' F DS A E �c He 170' OF LANDSCAPE A RI A E k k Y ,�`:-:,�;•�`>;';,:..f y BARRICADE k k N .;�-:s::: ;:-•:.:1,. k %/% ) � kw k k t k l..lC '.i .. ..,>`, 7.:•5 •f'' ,•.[ k, k• rk k tk t k k k •.�.a�if�C k K(1)kk t k k/.=�y k 4. E(4) .� y� 1k •,N(5)`k k k k =~;, ® ® 0 1 t• o L(18 20' LAN CAP C(13) D(23) ` Q BARRI E A(17) R 65' OF LANDSCAPE B(19) ® BARRICADE OF LANDSCAPE ANDSCAPE O BARRICADE 100' OF LANDSCAPE BARRICADE ° k k k O k k k 0(20) Y O k k EXISTING p BUILDING x-820' OF ILANDSCAPE k BARRICADE k 30 LF OF 3-4" s; PVC SLEEVES ° (2' MIN BURY) k - F _ p Y � i:;; - :�.�•: .i' � .w L:• �'�e:,.:'• - •. .. �{.i:{moi � L.� .. - •.Y•••• ••I. Ht•..•Ji :.f.• 1 ' ` ' �L 't. �"• .Y�•w't� �M• l: r.. fir.: ,i .. ar•. 'f.�•• 4 k `ti `•. .... s ',• a a:j ..r: ��, ..f.��"" L .: }:.i �!�•o�aa• :M ;.%.•.• r,i};'v k • k t t k 4 r't t .. t :.•//I/��I/�� ♦ ....: . •.�Jii. k t k. t •• t .k ..t .-:: k- _ Y i tr 3..`• • •k ..t'. .t..t k y• k .. • y Y 4 k k k k k k k •• k Y k k t k k k k •\;•r, k k t k k k 4 k Y k k ;+i�+ �\ k k k L• k 4 4 t k k k k k k t .i. k 4 k k y k k k k k 4 k k HC HC 11 k k k t k 1[k , O 1 1 L I � 1 1 ...., .... 1 ..► o r -1--1- O p P(20)0 s " ®1 0000 SOUTH 0090 - DETENTION 0000- POND Schultz Engineering, LLC 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JUNE 2011 40 20 0 40 SCALE IN FEET CC CREATIONS 10 1 COLLEGE STATION, TEXAS 3ARRIER FENCE VEN METAL "T" BAR TAKES iomrn (1 1 /2"x1 1/2 . x1 /8"x10') 1,200 mm (6'-0") O.C. STAKES TO DRIPLINE OF OVERALL POST 900 mm (3') MIN. LANDSCAP '� BARRICADE DETAIL NTS LEGEND EXISTING LANDSCAPING SYMBOL SIZE NAME & TYPE 0 2.1 "-3.4" CAL LIVE OAK 8.0" & LARGER (Quercus virginian � ) CANOPY 2.1"-3.4" CAL BRADFORD PEA O NON -CANOPY 1.25" CAL CREPE MYRTL (--� (Lagerstoemia indh la) NON -CANOPY ® 5 GAL JAPANESE LLGUSTR M SHRUB O 5 GAL JUNIPER D SHRUB 5 GAL CHINESE HOLLY SHRUB ® 5 GAL DWARF BOTTLEBRUSH SHRUB 5 GAL DWARF YAUPON SHRUB TOTAL SITE AREA 359,414 SF 8.251 TOTAL DEVELOPED AREA 325,153 SF 7.464 DEVELOPED AREA THIS PHASE 72,362 SF 1.661 LANDSCAPE SUMMARY TABLE Item # Plant Type Amount Point/Plant polints A Japanese Llgustrum 17 10 110 B Japanese Llgustrum 19 10 110 C Boxwood 13 10 1�0 D Boxwood 23 10 2�0 REVISED PER COMMENTS Juniper 4 10 Lei mm J ° k k k O k k k 0(20) Y O k k EXISTING p BUILDING x-820' OF ILANDSCAPE k BARRICADE k 30 LF OF 3-4" s; PVC SLEEVES ° (2' MIN BURY) k - F _ p Y � i:;; - :�.�•: .i' � .w L:• �'�e:,.:'• - •. .. �{.i:{moi � L.� .. - •.Y•••• ••I. Ht•..•Ji :.f.• 1 ' ` ' �L 't. �"• .Y�•w't� �M• l: r.. fir.: ,i .. ar•. 'f.�•• 4 k `ti `•. .... s ',• a a:j ..r: ��, ..f.��"" L .: }:.i �!�•o�aa• :M ;.%.•.• r,i};'v k • k t t k 4 r't t .. t :.•//I/��I/�� ♦ ....: . •.�Jii. k t k. t •• t .k ..t .-:: k- _ Y i tr 3..`• • •k ..t'. .t..t k y• k .. • y Y 4 k k k k k k k •• k Y k k t k k k k •\;•r, k k t k k k 4 k Y k k ;+i�+ �\ k k k L• k 4 4 t k k k k k k t .i. k 4 k k y k k k k k 4 k k HC HC 11 k k k t k 1[k , O 1 1 L I � 1 1 ...., .... 1 ..► o r -1--1- O p P(20)0 s " ®1 0000 SOUTH 0090 - DETENTION 0000- POND Schultz Engineering, LLC 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JUNE 2011 40 20 0 40 SCALE IN FEET CC CREATIONS 10 1 COLLEGE STATION, TEXAS 3ARRIER FENCE VEN METAL "T" BAR TAKES iomrn (1 1 /2"x1 1/2 . x1 /8"x10') 1,200 mm (6'-0") O.C. STAKES TO DRIPLINE OF OVERALL POST 900 mm (3') MIN. LANDSCAP '� BARRICADE DETAIL NTS LEGEND EXISTING LANDSCAPING SYMBOL SIZE NAME & TYPE 0 2.1 "-3.4" CAL LIVE OAK 8.0" & LARGER (Quercus virginian � ) CANOPY 2.1"-3.4" CAL BRADFORD PEA O NON -CANOPY 1.25" CAL CREPE MYRTL (--� (Lagerstoemia indh la) NON -CANOPY ® 5 GAL JAPANESE LLGUSTR M SHRUB O 5 GAL JUNIPER D SHRUB 5 GAL CHINESE HOLLY SHRUB ® 5 GAL DWARF BOTTLEBRUSH SHRUB 5 GAL DWARF YAUPON SHRUB TOTAL SITE AREA 359,414 SF 8.251 TOTAL DEVELOPED AREA 325,153 SF 7.464 DEVELOPED AREA THIS PHASE 72,362 SF 1.661 LANDSCAPE SUMMARY TABLE Item # Plant Type Amount Point/Plant polints A Japanese Llgustrum 17 10 110 B Japanese Llgustrum 19 10 110 C Boxwood 13 10 1�0 D Boxwood 23 10 2�0 E Juniper 4 10 40 F Crapemyrtle 1 40 0 G Crapemyrtle 13 40 5 Z0 H Live Oak 5 150 i 750 I Bradford Pear 1 40 0 J Bradford Pear 1 40 40 K Crapemyrtle 1 40 40 L Chinese Holly 18 10 1�0 M Dwarf Bottlebrush 7 10I0 I N Dwarf Yaupon 5 10 50 O 'v a LieOk 20 500 10 00 b P Japanese Llgustrum 20 10 2DO Q Juniper 1 10 10 Total 12700 GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK ( NOT LOOSE, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AS, AR 'E 5 GAL BOXWOOD THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. SHRUB IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICi TE OF t k EXISTING GRASS AREA OCCUPANCY IS ISSUED. k k k k 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRI CIPLE DISTURBED AREA LIMIT T IS PHASE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 1 1 LANDSCAPE BARRICADE 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TES D UPON INSTALLATION AS PER CITY ORDINANCE 2394. P(20) NUMBER OF PLANTS AT GIVEN LOCATION O P(20) LETTER REFERENCE TO NDSCAPE SUMMARY TABLE POINTS PER PROJECT AREA: 325,153 SQUARE FEET OF SITE AREA 325,153 SF / 1,000 = 325.2 325.2x 30 = 9,756 POINTS STREETSCAPE: ((555'-41'-58') / 32) = 14.3 CANOPY TREES ADDITIONAL LANDSCAPE POINTS: \ I ((555'-41'-58') / 50) x 300 POINTS = 2,736 POI TS TOTAL POINTS REQUIRED: 12,471 POINTS (6,236 POINTS FROM CANOPY TREES = 50%) TOTAL POINTS PROPOSED: 12,700 POINTS TOTAL POINTS FROM TREES: 10,750 POINTS LA ND S CA PE P_,J 'C' compfi:__ AUG 11 20l'1 SCALE VERTICAL N/A , HORIZONTAL 1 =40 PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHI L � 12" E 71 FIRE LANE I Ho DESIGNATED �_�_ _-- :::� a•°� � I PARKING _ A ONLY ® cn M \\ PECAN TREE ESTATES #1 BLOCKI, LOT 1 k t h t t ONEY HE VEY LLC ® / � �---'"`— Mf • .:�>' t k t t t \ _'� ZONE R- f NOTES: ��', ! �M :�<":S�.a:. •i. ., ..c k��k k k k t t_k 'ilk k t '�••� \\ • — � ® I �!a• - - .. , / J —/" M _ M h t-••'•,,•Ic •� k'- r. • t t �•°k G{�kt 41. k �kk kt 4k 'tkk kk tttt ,,,�,,,,�..��t ��'th •trte!t t""�"•��.'.'_t D 1. THE SIGN SHALL BE 12" WIDE BY 18" IN < 41k m HEIGHT AND BE MOUNTED IN THE LOCATION "tr)SHOWN. 1 O'�.U.E. 2. SIGN SHALL BE PAINTED ON WHITE . • 4�+••`••'•• ' t t k t / —�-' J/- t k t t t t k t k t t k k t \ \ 464 $1 \ BACKGROUND NTH SYMBOLS, LETTERS, AND t k k t t �-- ��,a:1':�? 1`•� k t k t t k t t t e k t t k t \ \ ( __;•� •• , -"-� t t t k k t t t k t t t h PECAN 2REE ESTATES #1 BORDER IN RED. / ~ , r ;t �t•Y• c t kk e p t t- tt t• t k t t k t t k k k t k k k t t k t t t h k •'- `,'L \ \ I BL CS I, LOT 2 •.� -- k t t t t t k a t k t t _ t k k t t k t t t t t t t t ,�, k ----- t 3. SIGN SHALL COMPLY WITH THE CoCS FIRE •s• k t t t) t t k tI t \ m ONE HER LLC k t t t k t k t k t k t k t t t k t t k kI t7t k -- •'t_ k SERVICE STANDARDS. C k t Q t k t t t 1 t E t t t t k t l t k t 1 Rg LAN \ \ I 0NED R- f RE \ \ t t t t k \ FIRE LANE SIGN DETAIL 5 SEMENT t RE L \ LEGEND 1 78 ► t I 20' P.U.E. RE Lars \ , \ \ \ I D N.T.S. LOT BOUNDARY _ 0 1078/28 m 4 \ t t I D RE ��'� — BUILDING SETBACK LINES HC t \ I E ISTI G / \ \ PECAN REE ESTATE GENERAL NOTES #1 PUBLIC UTILITY EASEMENT LINE 5 t r k 1 _ FI E YD N 1 "`•° rz I I BL CS 1, LOT 3 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL CDr I UNE HERVEY LLC POSITIONING OF 'EXISTING UTILITIES AND SERVICE LINES WITHIN THE _ — — t t t `"�-,r.,�,;:�:{,i,:r• •`t`k t k t �''-"`•`•- ' t DRAINAGE EASEMENT LINE / ��• ( Y� -� t� ( ONED R-1 PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 �"�— .__ _/ k t t ..•••;!'; '+ J:_:vf .+v. k e k ;t k k t t k \ t t ...,; L� �'•F: �::i��t'F t t t t k t t t is t � I V .:. •:t,',:::,; ;iii'..:..: • . "--- �_. _____ JI _ t k t ��`�,�:�-`•�''•'`'�"'� t k k t t t t t k t t t t t .�' t`�: HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE __- -"_-_ •�.�,- / k k-....�-, t k t k t k,;.'•,'k•;:•'••;••r' •`• ;f, k W T s:• W t I \ , I II D FOR ANY DAMAGE DONE TO EXISTING FACILITIES: CALL PUBLIC ACCESS EASEMENT LINE \ k c \ t I m 1-800-DIG-TESS AE EXISTING OVERHEAD ELECTRIC t 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK DF CURB T — T — T _ I EXISTING TELECOMMUNICATIONS I h PROPOSED _) _ UNLESS OTHERWISE NOTED. / ADA SIGNAGE 20' CITY OF COLLEGE STATION y 1 — l I I — 3. ALL UTILITY LINES WATER, GAS, SANITARY SEWER, VERIZO STORM W W EXISTING WATER / / t 4 WATERLINE EASEMENT —3d" -----�-3 j SEWER ETC. SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD ® FDC 1730 334 ) GAS EXISTING AS / 4 / m PECAN EE ESTATES 1 INFORMATION BASED ON CONSTRUCTION UTILITY MAP D CUMENTS — — E S G G / EXISTING PROPOSED I 1� BLO S f, LOT 4 OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/0R ABOVE ST ST ST EXISTING STORM SEWER PIPE LO I ( ADA SIGNAGE 20' CITY OF COLLEGE STATION ( I ONE HERVEY LLC GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT WATER AS -BUILT CONDITIONS. .K `' L" REGENC SQUARE / 0 METER ELECTRICAL EASEMENT Z NED R-1 :.?':'• ?;I<<-:�;{:: EXISTING SIDEWALK BLO 1, LO 17, 18, & 19 ' C7 > 1730/328 I I I II LO 4. PAVEMENT DEPTHS: REFER TO SHEET C3 PAVEMENT PLAN FOR / Yz 4X5 P.U.E. I I PROPOSED PAVEMENT DEPTHS. ST ST ST — PROPOSED STORM SEWER PIPE ' ZO D C 1P ' I 4649/81 I I ' 10' P.U.E. I I ( D 5. THE TYPICAL BACK OF CURB RADIUS IS 3.5' UNLESS OTHERWISE NOTED —�• • • -->• • • —�• • • — DITCH FLOW LINE / I 0 1078/284 I I I ON THE DIMENSIONAL CONTROL PLAN. k PROPOSED BACK OF CURB ' t ` I 6. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA & AERIAL AND FACE OF CURB / ( h 20' P.U.E. 3:I EXISTIN� (- PECAN TREE ESTATES #1 TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION 2005. ' ' t 4649/81 I BLOC 1 LOT 5 [[ %��'�' ��, ��''� �� / S EAM I 7. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH TH CITY OF !�%��%�%��!%��%��%� PROPOSED SIDEWALK l I t I LOC TIO I I ONEY RYEY LLC Io m ZO D R-1 COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE: ACCESSIBLE ROUTE ' \ ! 10 P.U.E. = I I 8. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT HALL BE M SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISI LE FROM 4649/81 t� � PHASE LINE/CONSTRUCTION LIMITS t ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF `n' _ THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. CONCRETE FLUME 215' k 32 LF OF 3-4 I ( SUCH SREENING SHALL BE COORDINATED WITH THE ;BUILDING Nq1° 59 41 I PVC SLEEVES \ ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARAN E. F (2' MIN BURY) I I I I I m 9. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN AC (RDANCE EXISTING ( I I I ( NTH LIDO. _ g 9.0 84,728 SF BUILDING typ. I I I ( PECAN TREE ES ATES #1 10.1 TRAFFIC IMPACT ANALYSIS NOT REQUIRED FOR THIS PROJECT. 9.0 8 37,076 SF OF WAREHOUSE (PROPOSED) I I I ( BLOCS 1, LOT S 47,652 SF OF RETAIL (PROPOSED) ONEY NERVE LLC SITE SPECIFIC NOTES: yp• Q'y `3S, I (A I t ( I ZONED R 1 S" R P S c 1� Q`� 'A` A ¢ t I I I m 1. THE DEVELOPED AREA FOR THIS PROJECT IS 71,691 SF (1.646 _ f I SI I I I I I I ACRES). � � 29 LF OF 3-4" I I 9'0 I r PVC SLEEVES 2. A PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE 100 IR o 'a 5j typ' (2' MIN BURY) I I II I I I I FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCETE MAP O 1� 24 ' 9'0 I t I FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY �'- ty t ( I NO. 480083, MAP NO. 48041CO144C & 48041CO182C. EFFECTIVE ° 9 ° 2 p' cn I I D DATE: JULY 2,' 1992. ACCORDING TO THE PROPOSED FEMA MAP THE k 2, 653 SF EXISTING _ I I I I m TRACT WILL NOT BE IN THE 100 -YR FLOOD PLAIN. THE TRACT WILL FIRE -HYDRANT _ _ IN THE 5 0- Ra,FLO .._P_LAIN.=- PECAN TRE 9 ESTATES 1 I �a RO' OS D I 20' CITY OF COLLEGE STATION I I I I I I BLOCS 1, LOT 7 3. DRAINAGE INFORMATION AND DETAILS WILL BE 'PROVIDED ON THE BALL BLOCS 1, LOT 4.1 PA KIN / 1 - I PROPOSED WATERLINE EASEMENT EXISTING ( ONEY H RVEY LLC GRADING PLAN. WARNY, GEORGE yp• L T LIG TS �9 ( ADA SIGNAGE 1730/334 FIRE HYDRANT I I I ` ZONED R -f 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ZONED R 1 6 �;:: �;:; t.� r,; .•�. N a,.a s .-,-s•• t ON THE LANDSCAPE & IRRIGATION PLANS. 'f •• `ii �'.t • t I •ice I Ih ' e '��s`:. '.e.r k t .a: �. ,F: t: r•':; k k t k t I o S, PAR < I N d Ln T o I t -t. k .. .k. t i. t,t...k. �• t t h I/ rn n� jjj '1g • �pc t G. • t t k t k k 4a Y t t t t: (1Q t t t t t:; nA k `t+11� ^t t t t t t t k M 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO N.O. 9.0 t k k t HC ty t k HC 1 k t k t t t / ! ' �' 6. THERE IS AN EXISTING FIRE SPRINKLER SYSTEM IN THIS BUILD NG. iA Tono 1 --T',RE IAN€ —"•RE IANC `ARE LANE— =•RE LANA �� _---= RE / / I I ECAN TREE ESTATES #1 7• CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICALj / ( 20' CITY OF COLL GE STATION , / l I I\ D BLOCS 1 LOT 8 POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE DRAINAG EASEMENT / FENCE CELL TOWER I r*i PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 \ONEY HE Y LLC HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE 1739/331 / i ZONED R-1 FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL aaL�---SN" 3a Nin aali-----�Ny� Nyi — — — — — — / , / I \, 1-800-DIG-TESS. 8. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. _ 9. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / BALL % FENCE / I PECAN TREE ESTATES #1 COLLEGE STATION 2009 STANDARD SPECIFICATIONS FOR WATER (' & BLOCS 1, E __ ____ • ..-• • \ BLOCS 1 LOT 9 SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS L�T 3 (PT OF) e- ' / I / FOR STREETS 1, DRAINAGE. - • • • y ONEY HE VEY LLC WARNY, GEORGE�N I '} I ZONE R-1 ZONED R - P` � � � , 1 I �07 /� / � / � 10. EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE WITH THE 1 1 � UNIFIED DEVELOPMENT ORDINANCE AND WILL CONSIST OF LIGHTS / I 1078/84 I I / __.. __..__ % �- ' / _ MOUNTED ON THE BUILDING ONLY, NO POLE MOUNTED LIGHTS ARE PROPOSE ' CONCRETE PAVEMENT / BALL BLOCS 1, LOT 8 BALL BLOCS 1, LOT/5A ROBINSON, R � ETAL ,.(v A . . V: < `Y'�s;' <. X T/ ROBINSON, R 1P TAL ZONED R-1 ZONED R- �- 6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 5" AS SHOWN ON THE PAVEMENT PLAN * 5" PAVEMENT - USE #3 REBAR 0 15" O.C.E.W. TICAL CONCRETE PAVING SECTION N.T.S. .0.uhultz Engineering, L,L%..# 2730 Longmire, Suite A ' g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JULY 2011 r 4" .t.._ CURB DETAIL N.T.S. I E � E E E � E E _ .. COMMENTS ®� J �- 6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 5" AS SHOWN ON THE PAVEMENT PLAN * 5" PAVEMENT - USE #3 REBAR 0 15" O.C.E.W. TICAL CONCRETE PAVING SECTION N.T.S. .0.uhultz Engineering, L,L%..# 2730 Longmire, Suite A ' g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JULY 2011 r 4" .t.._ CURB DETAIL N.T.S. o #4 BARS 0 3/4" X 18" SMOOTH EXPANSION DOWELS THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JULY 15, 2011. R IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. v ` SCALE iN /FEET v L� CC CREATIONS rxrvna�u�mr�ra�rr�� COLLEGE STATION., TEXAS SI TE PLA JJT PARKING ANALYSIS REQUIRED PARKING: 37,076 SF WAREHOUSE 1 SPACE PER 1,000 SF 37 SPACES 47,652 SF RETAIL 1 SPACE PER 350 SF 136 SPACES` 173 SPACES REQUIRED TOTAL 6 HANDICAP SPACE REQUIRED PROPOSED PARKING: 169 SPACES PARKING 6 SPACE HANDICAP PARKING 175 SPACES TOTAL PHASE 3 8.251 ACRES BEING LOT 1R&2R ZONED C-2 112 & 114 HOLLEMAN DRIVE CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 " = 40' JULY 2011 OWNER/DEVELOPER: ENGINEER: Lawson Properties II LLC SCHULTZ ENGINEERING �': LLC. 1800 Shiloh Ave. TBPE Firm Reg_ No. 12327 Bryan, TX 77803 2 979-693-9664 ext. 650 College Station, Texas 730 Longmire Drive, Suite A 77845 APPLICANT: P. 0. Box 11995 Bud Nelson College Station, Texas', 77842 1311 Wellborn Road 979.764.3900 College Station, TX 77845 979-693-9644 SCALE VERTICAL N/A ' HORIZONTAL 1 -40 PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHE I ' f o #4 BARS 0 3/4" X 18" SMOOTH EXPANSION DOWELS THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JULY 15, 2011. R IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. v ` SCALE iN /FEET v L� CC CREATIONS rxrvna�u�mr�ra�rr�� COLLEGE STATION., TEXAS SI TE PLA JJT PARKING ANALYSIS REQUIRED PARKING: 37,076 SF WAREHOUSE 1 SPACE PER 1,000 SF 37 SPACES 47,652 SF RETAIL 1 SPACE PER 350 SF 136 SPACES` 173 SPACES REQUIRED TOTAL 6 HANDICAP SPACE REQUIRED PROPOSED PARKING: 169 SPACES PARKING 6 SPACE HANDICAP PARKING 175 SPACES TOTAL PHASE 3 8.251 ACRES BEING LOT 1R&2R ZONED C-2 112 & 114 HOLLEMAN DRIVE CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 " = 40' JULY 2011 OWNER/DEVELOPER: ENGINEER: Lawson Properties II LLC SCHULTZ ENGINEERING �': LLC. 1800 Shiloh Ave. TBPE Firm Reg_ No. 12327 Bryan, TX 77803 2 979-693-9664 ext. 650 College Station, Texas 730 Longmire Drive, Suite A 77845 APPLICANT: P. 0. Box 11995 Bud Nelson College Station, Texas', 77842 1311 Wellborn Road 979.764.3900 College Station, TX 77845 979-693-9644 SCALE VERTICAL N/A ' HORIZONTAL 1 -40 PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHE = 12" I/ HOLL 18" DESIGNATED PARKING D ® ( M m PECAN TREE ESTATES #1 ONLY BLOCK &LOT 1 • • "•' t k k k k ONEY HE VEY LLC - •: q.> :: X: ~• • k k ! k k k k k k i I ZONE R— f NOTES- ® \ I k k k k k / ,..\ W �� M k ..•..k. • k•'' k .k *k k °`�,`�k�1kk � k�k kk k`r k`s `k kk kk kk k h.+.....k kkk T �\—- \� � \ \ I r 1. THE SIGN GN SHALL BE 12" WIDE BY 18" IN 4i5k` k k k kk ST HEIGHT AND BE MOUNTED IN THE LOCATION k SHOWN. �- k ti L . • ::i.�.�'! - 'k�"�:::. k - "kk T'kk _ k�` k k`k k`k kk k k kkk4k k" kk'�" kkk kk k k kp• kk kk kk kk kk k \ \ \ \1O'� -U.E. k \ \ 2. SIGN SHALL BE PAINTED ON WHITE I, 464�/81 BACKGROUND WITH SYMBOLS, LETTERS AND k ` `k Ne k PECAN REE ESTATES #1 BORDER IN RED. k k •�k k k k k k k k k k k k k k k k k 1 1 k k k k k k k k k k k k 1 k k kk kk kk kk I k "k - •k 1 \\ � 11 k V` k k k k S \`( BLOCK 1, LOT I D 3. SIGN SHALL COMPLY WITH THE CoCS FIREk k kQ I ONEHEREY LLC k k SERVICE STANDARDS.k ONED R-1 k k k k k 5 ACCESS k I k k k � RE iii FIRE LANE SIGN DETAIL k SEMENT LEGEND 1 78 LAN k I 20' P.U.E. E- --'"tee \ ' N.T.S. k k � 1078/284 ...-------a � \ ' LOT BOUNDARY NC(A �` \ ' m — t I E ISTI G I \ ' I PECAN REE ESTATE # 1 GENERAL NOTES: BUILDING SETBACK LINES 5 k k k 1 HC :1; , k FI E YD N ,,- BL CK 1, LOT 3 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL PUBLIC UTILITY EASEMENT LINE C- • ,,...�. ;•;•..•" ' ' k k k k k I •::,.s.,;:�:::••"<'�'- � k ;• k I I ONEr lYERYEY LLC POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE '�`� k k k "•S•""••'' k kkk s5j-.^*s.•a DRAINAGE EASEMENT LINE "�— ✓ j'Y'v''`• i':• •''':•'' �•••� �`�' —.- "�'� _— - kk kk k 'g r;S';" `•••" k k k k `k Kk k k \ k kC k k�f'"••rh, '+ ' -- I II t I I ZONED R-1 PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 ` HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE W _ PUBLIC ACCESS EASEMENT LINE 1-800-DIG-TESS.J FOR ANY DAMAGE DONE TO EXISTING FACILTES. CALL M AE EXISTING OVERHEAD ELECTRIC % k -I 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB T — T — T — T EXISTING TELECOMMUNICATIONS PROPOSEDV _ I I I_j UNLESS OTHERWISE NOTED. / k ADA SIGNAGE 20, CITY OF COLLEGE STATION V 1 1 L—j- W W EXISTING WATER / / I k 4 WATERLINE EASEMENT �""- -- 1_ 3. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON,'. STORM . / p FDC 1730 334 3 SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE ('RECORD / / GAS EXISTING GAS q• � a INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS ,•,•� PECAN EE ESTATES 1 EXISTING PROPOSED I BLD K 1, LOT 4 OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE ST ST ST EXISTING STORM SEWER PIPE LO ( ( ADA SIGNAGE 20' CITY OF COLLEGE STATION I I ONE HERVEY LLC GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT WATER AS -BUILT CONDITIONS. �;„ ,,.;?,- ;..;:,, REGENC SQUARE �M , METER ELECTRICAL EASEMENT sI I _ Z NED R-1EXISTING SIDEWALK ;v;:=?,.•••; d;. r;r::` r,• BLO 1, LO 17, 18, & 19 1730/328 ' I I I 4. PAVEMENT DEPTHS: REFER TO SHEET C3 PAVEMENT PLAN FOR YSI LP Z 4 X5 P.U.E. U7 / I I PROPOSED PAVEMENT DEPTHS. ST — ST — ST — PROPOSED STORM SEWER PIPE II � C -f I I Y 00 10' P.U.E. 4649/$1 I I I I LO a 5. THE TYPICAL BACK OF CURB RADIUS IS 3.5' UNLESS OTHERWISE NOTED —>• • • - )-• • • --s• • • — DITCH FLOW LINE / 0 1078/284 I ( I ON THE DIMENSIONAL CONTROL PLAN. ' ' t PROPOSED BACK OF CURB k 6. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA &" AERIAL AND FACE OF CURB I I 20' P.U.E. EXISTING I I - PECAN TRAE ESTATES #1 TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION 2005. / ' k 4649/81 I I BLOC 1, LOT 5 'ii�irriir'iir'ir'%r'' / I STEAM I I ," rr rr rr ylr rr PROPOSED SIDEWALK / � I � I I LOC TIO�J I +�f• ONEY RVEY LLC 7. BUILDING SETBACK LINES -SHALL BE IN ACCORDANCE WITH THE CITY OF ZO D R-1 COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. ' 10' P.U.E. I I IO m 8. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE ACCESSIBLE ROUTE 4649/81 ( kI I I I I I SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM k I I cul) PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF PHASE LINE/CONSTRUCTION LIMITS k " I THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE'.GRADE. CONCRETE FLUME 41nw _ _� . • • I k 32 LF OF 3-4 I I I I SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING N41° 59 i PVC SLEEVES I I \ ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. / % I (2' MIN BURY) 11 I I I I ( a ._-•-- ---- I m 9. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE EXISTING .... WITH LIDO. 8 9.0 L_ 84,728 SF BUILDING typ.'- I I I I I PECAN TREE ES ATES #1 10. TRAFFIC IMPACT ANALYSIS NOT REQUIRED FOR THIS PROJECT. BLOCK1,LT6 g•0 g � � � � � � 37,076 SF OF WAREHOUSE (PROPOSED) I I � I ONEY HERYE LLC I IFI N "� 47,652 SF OF RETAIL PROPOSED SITE SPECIFIC NOTES: t� 41�- p• (ZONED R 1 o �� "�' \ Q ( ` ( I I I I a 1. THE DEVELOPED AREA FOR THIS PROJECT IS 71,691 SF (1.646 F�ROP�SE1� k I ( ( I m ACRES). 29 LF OF 3-4 I I �9 s yP I PVC SLEEVES I I 2. A PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE 100 YEAR e- s g.0 `j -� (2 MIN BURY) I I I I FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP 24.0' ty ` I I I I FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY NO. 480083, MAP NO. 48041CO144C & 48041CO182C. EFFECTIVE s 2 .0 DATE: JULY 2, 1992. ACCORDING TO THE PROPOSED FEMA MAP THE 9 2,65 SF ® I EXISTING I I I I rn TRACT WILL NOT BE IN THE 100 -YR FLOOD PLAIN. THE TRACT WILL FIR ,HYDRANT IN `F _ _ ___ _ E : BE THE__500-YR--- LOOD..PLAIN. I I PECAN TRE ESTATES 1 tI � L RO OS D 20 CITY OF COLLEGE STATION BLOCK f, LOT 7 3. DRAINAGE INFORMATION AND "DETAILS WILL BE PROVIDED ON THE BALL BLOCK 1, LOT 4.1 PA KIN 1 - I I PROPOSED WATERLINEEXISTING I I I I I I ONEY S RVEY LLC GRADING PLAN. WARNY, GEORGE yp• L T IG Tfi 'A9 ( ADA SIGNAGE 1730/334 EASEMENT FIRE HYDRANT I I ( ZONED R -f ZONED R -f 6 "5� S. t;. :,: ,•r / 4. LANDSCAPING AND IRRIGATION DESIGN &ANALYSIS WILL BE PRODED 1 ,�nir s:_ � N :'i.a~"• a:k 0 THE LAN S AP IRR1 ATI N �) �:.••• •a ,+. `:<:`• r:-' k � � � ''k' ¢' `�i:r..:'a, k ..�:a •' :b . '. �,:. •'rri... :. k e k k k k. f. s- PAR I N C LST o I k,: k: Y �;:ti;: k� t ..:. :,. - k k k k I/ rn --- ^�' rg �D� M k� k k k i, YMk+�1 wk k k ilk M 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED P IOR TO k k .. C.O. •s+ •� k k k O!1 O k k k k 4ti tYP T T ty acs c k HC HC 1 1 k k 1 k enc k k / / / ' ° ' / 6. THERE IS AN EXISTING FIRE SPRINKLER SYSTEM IN THIS BUILDI G. V) tM——�^RE LAN€—,•RE IANC—�',RE LANc �^"_�'C'''ZO' CITY COLLEGE OLL GE STATION / / I ECAN TREE STATES #1 7• CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL / FENCE CELL TOWER / / l % / I a BLOCK 1, LOT 8 POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE DRAINAGE EASEMENT l I `'' ONEY HE VEY LLC PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 3py� 1739/331 / ZONED R-1 FOR ANY DAMAGE DE ONE TOHRS. PRIOR TO ANY REXIS TING FACILITIES. CONTRACTORCALL LLRESPONS BLE mom Salt—aNvi 3aL----------------- 3 Nva salt-----�N�n Nvi 1-800-DIG-TESS. _ — J En 8. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. ' BALL ' FENCE — / / - 9. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / / (— PECAN TREE STATES # 1 COLLEGE STATION 2009 STANDARD SPECIFICATIONS FOR WATER & BLOCK 1, ��. ( BLOCK 1 LOT 9 SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS a FOR STREETS &DRAINAGE. L�T 3 (PT OF) � ( � -- .— ._.. _____ ...�------ • .. _._--�. _- • � � 0" P.0 / � � ONEY RYILLC WARNY, GEORGEN ^�` -102 / 10. EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE WITH THE ZONED R-1 M 10' P, `\ , 7 /284 / / UNIFIED DEVELOPMENT ORDINANCE AND WILL CONSIST OF LIGHTS E / r 1078/84 I / �/ / MOUNTED ON THE BUILDING ONLY, NO POLE MOUNTED LIGHTS ARE y PROPOSED. PARKING ANALYSIS REQUIRED PARKING: 37,076 SF WAREHOUSE 1 SPACE PER 1,000 SF 37 SPACES 47,652 SF RETAIL 1 SPACE PER -350 SF 136 SPACES 173 SPACES REQUIRED TOTAL 6 HANDICAP SPACE REQUIRED PROPOSED PARKING: 169 SPACES PARKING 6 SPACE HANDICAP PARKING 175 SPACES TOTAL 20' P.U.E. J EQUIPMENT __ / ' c1 / S 11. THE BUILDING DOES HAVE A FIRE SPRINKLER SYSTEM. CC C co a 771/103 I I S ❑ U T H , ' --�5 m 12. NO CHANGE IS ANTICIPATED IN THE WATER OR SEWER DEMAND FOR / �, mI / DETENT I ❑N _ _ S S THE EXISTING BUILDING. M I 1 _ _ _ -� _ ECAN TREE EST TES #1 PARKING LOT ADDITIQ N "a S BLOC 1, LO 10 13. REFER TO ELECTRICAL PLANS FOR PARKING LOT LIGHT DESIGN AND / Z / ' I P N D/ _ �_S \ ONEY #ERVEY LLC CONDUIT REQUIREMENTS. v f I / -� I \ a ZONED R- VICINITY MAP REGENCY SQUARE / BALL BLOCK 1, LOT 4.2 S WAZONED R GEORGE / m ' I �- -"��—y5 I BALL j LOCK 1, LO 7 m P HAS E 3 S_ _ --- -"" -S FIRST UNIT*D MO THODIS BURGH\ 20' P.U.E. _ �'__ - - S 05 -7 (ZONED R 8.251 ACRES 771/103 �- S 24 I ' P CT - / LO A ON in BEING L— _ / -E LOT 1R&2R 6„ „ 5 / ' ? ---�� STEEL REINFORCING BARS * Y4»15R 40 20 ., ( 40 ,�NE ZONED C-2 � Y R 5' , � SCALE IN /FEET ' ,f CONCRETE PAVEMENT 3 �• � ' BALL BLOCK 1, LOT 8 —� » °�' �' �° 112 & 114 HOLLEMAN DRIVE 6 / I I CRAWFORD BURNETT LEAGUE, A-7 BALL BLOCK 1, LOT/ 5A ROBINSON, R W ETAL X 12 3 (� 4 ,� \ ROBINSON, R W TAL ZONED R-1 - : q,-. —� » jjj '� 6 I7 ZONED R--1 �— 10 T o -L COLLEGE STATION, BRAZOS COUNTY, TEXAS ° 1 z" 3 3 1 2 1 ' I L 6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 5" AS SHOWN ON THE PAVEMENT PLAN * 5" PAVEMENT - USE #3 REBAR ® 15" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. chultZ Engineering, LLu. 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JULY 2011 _,ter 4» 1"— o #4 BARS 0 %" X 18" SMOOTH EXPANSION DOWELS CURB DETAIL N.T.S. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JULY 15, 2011. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. CC CREATIONS COLLEGE STATION, TEXAS SCALE: 1 " = 40' JULY 2011 OWNER/DEVELOPER: ENGINEER: Lawson Properties II LLC SCHULTZ ENGINEERING, LLC. 1800 Shiloh Ave. TBPE Firm Reg. No. 12327 Bryan, TX 77803 2730 Longmire Drive, uite A 979-693-9664 ext. 650 College Station, Texas 77845 APPLICANT: P. 0. Box 11995 NOT `E ( Bud Nelson College Station, Texas 77842 1311 Wellborn Road 979.764.3900 College Station, TX 77845 979-693-9644 SCALE VERTICAL N/A HORIZONTAL 1 "=40' PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHE 10V � T T T�� T T T REVISED N.T.S. chultZ Engineering, LLu. 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JULY 2011 _,ter 4» 1"— o #4 BARS 0 %" X 18" SMOOTH EXPANSION DOWELS CURB DETAIL N.T.S. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JULY 15, 2011. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. CC CREATIONS COLLEGE STATION, TEXAS SCALE: 1 " = 40' JULY 2011 OWNER/DEVELOPER: ENGINEER: Lawson Properties II LLC SCHULTZ ENGINEERING, LLC. 1800 Shiloh Ave. TBPE Firm Reg. No. 12327 Bryan, TX 77803 2730 Longmire Drive, uite A 979-693-9664 ext. 650 College Station, Texas 77845 APPLICANT: P. 0. Box 11995 NOT `E ( Bud Nelson College Station, Texas 77842 1311 Wellborn Road 979.764.3900 College Station, TX 77845 979-693-9644 SCALE VERTICAL N/A HORIZONTAL 1 "=40' PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHE 10V 133HS l9 L' L L :3WVN 3114 L� L :31VOS ONI1.101d IOt, L 1VINOZlHOH V/N 1V011a3A 31VOS S1NIOd 09L`0L :S33U1 W0UJ SINIOd 1V101 SiNIOd 00L'Z1, :03SOdO?Jd S1NIOd 1Vi01 (%09 = 63MU MONVO NUAJ SJ-NlOd 9EZ'9) SINIOd LL17'Z1, :(13211n03b S I NlOd WiO1 S I NlOd 9EL'Z = S1NIOd 00£ x (09 / (.89 -.Lb -.999)) :S1NIOd 3dVOSaNV11VNOIIIaaV , S33Ui AdONVO £'b1, = (Z£ 1 (.89-,Ltr-.998)) :3dVOS133UIS S1NIOd 99L`6 = 0£ xZ'9Z£ Z'SZE = 000' L / JS E9 L'SZE V3UV 311S -AO 133d 3UVnOS E9 LVE :V3UV 103rOUd U3d S1NIOd 319V1 A23VWWnS 3dVOSoNVI 0130N3:13d323 U31L31 (oz)a NOliV0O1 N3Al01V S1NVld d0 u38WnN (0Z)d ° SVXgj `AT011 VIS 9097700 I 1334 NI 31VOS ov 0 oz O -b L LOZ 3Nnr 31Va L9 L-0 L 'ON 90r Sdr d08 Sdr HH3N 03AOUddV NMVHG 03NDIS30 aaamnS LZ£ZZ 'ON 3d91 006£'179L'6L6 --�� S178LL sex91'u04e1S a801100 V a}!nS'aj!wBuol 0£LZ j7j bu.1J99u1,bu3Z11n1 .LIV�JVI IJV U14 AVIV%=1W O.LfiJ1a 11JVa1Z+71V I JIVI/IUVU mJM1 SV323V 30VNIV80 (INV S31VMS `SONVISI 10-1 OND123Vd NI (13231n03u SI SSVdE) IVINN3233d V 230 '3S001 ION) >10023 3AIlV110030 'JNIAVd 3AIIV'dO030 'N3Ao0aNnouo d0:;EM3A00 %OOL :31ON -IV83N3J OOLZZ lejol NOdnVA 321VMa 01 SiN3VqVqOO• 1 jadlunr b OOZ OZ OZ wnalsnOl-1 asaueder d 00001 OOS OZ jeO aA!l O OS 01 S uodnekpeMp N ' OL OZ L gsnjgall og peMa IN 081 OZ .LIV�JVI IJV U14 AVIV%=1W O.LfiJ1a 11JVa1Z+71V I JIVI/IUVU mJM1 SV323V 30VNIV80 (INV S31VMS `SONVISI 10-1 OND123Vd NI (13231n03u SI SSVdE) IVINN3233d V 230 '3S001 ION) >10023 3AIlV110030 'JNIAVd 3AIIV'dO030 'N3Ao0aNnouo d0:;EM3A00 %OOL :31ON -IV83N3J OOLZZ lejol NOdnVA 321VMa 01 OZ 1 jadlunr b OOZ OZ OZ wnalsnOl-1 asaueder d 00001 OOS OZ jeO aA!l O OS 01 S uodnekpeMp N ' OL OZ L gsnjgall og peMa IN 081 OZ 81 AIIoH'asau!gO l 017 017 1 al:pAwadea0 N 017 Oti 1 aead p.I0}peJ9 r Oti ofi 1 Jead pa0JpeJ8 I OSL OSZ S jeO aA!l H OZS Oti £1 al:pAwadej0 9 Oti Oti 1 alljAwadej0 3 Oti OZ ti .iad!unr 3 O£Z OZ £Z poomxog Q 0£1 OZ £1 pooMxog 061 OZ 61 wnalsnBll asaueder g OLZ OZ LZ wnajsn2l j asaueder V slu!od lUeld/lu!od junowV adAl jueld # wadi 3-ievi AaVWWnS 3dV0SONV1 SMA0V 1,99' 1, dS Z9£'ZL 3SVHd SIH I V323V a3dOl3A3a SM10V t,9tb'L dS ES 1,'9ZE V3W a3dO13A3a WiOl S3UOV 1,9Z'8 3S t,1,V69E VM:lV 311S 1VlOi m k -M&1 RAW, `*�00-2 i. ago= OEM E=q— I , A A A A A .7H 3H a A T A R A A A A A A T T A A A !<: A A `. T A A "y'r'L•' A A _ A T T•:Y• A A A A A A A T"' A A A A A A A A A T A R A T 4'1' A A A A A A T T •yJ •. •H.: 'y•� _ •' 1t. .'Y+.,c..i i:.y.:1'j •• •H F'T•: • , M1T'. L`• J' : : Y 11j +...;I•� � +•�, .-T'.";,,j!r:�e!� j `.*M e—' :�:; A A A A T A rY .i ':%: <Ji b.Lr: ..)j'•ty.0 �YY^. �1�. i.t :i;�ri��+1: i'.S�.T rs: "~ ^f '�_r.: •Y.t:.•.�, r. y,'.,< ' 'a: r:::r .. t•, _�;t ::;,+•:J:'�-•-':......-. ..' ..f. -'>,f, :.«: ` _ '; %•.•• .:i.,ae ,. t,.rq;•,f�,'..:.4 T., ,Qi :•'• 0 ED A (AdnB NIW ,Z) A S3A331S DAd . ..�—� 30 31 6Z A snUHS NOdnVA 321VMa 1VJ 9 IVO 9 BnaHS AdONVO-NON 1-1Sn2383111.09 d23VMa 1V0 9 9nUHS A11OH 3S3NIHO -IVO 9 WO ..9Z' 1, 9nUHS MONVO-NON '83dlNnr lVJ 9 8nUHS 1V0.117,E-137 `*�00-2 i. ago= OEM E=q— I , A A A A A .7H 3H a A T A R A A A A A A T T A A A !<: A A `. T A A "y'r'L•' A A _ A T T•:Y• A A A A A A A T"' A A A A A A A A A T A R A T 4'1' A A A A A A T T •yJ •. •H.: 'y•� _ •' 1t. .'Y+.,c..i i:.y.:1'j •• •H F'T•: • , M1T'. L`• J' : : Y 11j +...;I•� � +•�, .-T'.";,,j!r:�e!� j `.*M e—' :�:; A A A A T A rY .i ':%: <Ji b.Lr: ..)j'•ty.0 �YY^. �1�. i.t :i;�ri��+1: i'.S�.T rs: "~ ^f '�_r.: •Y.t:.•.�, r. y,'.,< ' 'a: r:::r .. t•, _�;t ::;,+•:J:'�-•-':......-. ..' ..f. -'>,f, :.«: ` _ '; %•.•• .:i.,ae ,. t,.rq;•,f�,'..:.4 T., ,Qi :•'• 0 ED A (AdnB NIW ,Z) A S3A331S DAd . ..�—� 30 31 6Z A 3dAl'S 3WVN 3ZIS 109INAS JNldVOSaNVI EMISIX3 aN3031 SiN '11V13(13GVMftJV9 T T NIW (,£) ww 006 1SOd 11V83AO JO T 30VH0 OP 3NI1dWa Ol S3AVIS 0 '0'0 (.O—,g) ww OOZ` l 7 (,01x„8/ lx„ Z/ L Lx„ Z/ L L) ww09Z S3AV1S 8V8 „1„ 1V13W N3AW 301133 83188VG 3aVORRiv8 3dV0SGNV1j JO ,OZ8�� I ° I O I (oz)o O ° 30VOl&NO 3dVOSONVI 30 ,00 L ° (6 L)8 (L L )d ONimII Io O N LS IXC 30V01MV8 H \ r3dVOSONVI 30 �. �3 188ve (A23nB NIW ,Z) S3A331S OAd 30 Al Z£ x T A A x A A U �-1 30V01MV8 p 3dVOS(INV-1 30 ,99 ,OZ 8 I )-I //�� A� T� A T A �d ,• .rl �yfyh �i`..i.J• A R A A `yY' oy.. ..l+SY•iis'i T♦ +.Ltr'��.'�,t<-T'. O� �� ' A 3aV0PRJV8 3 V ISI V 3dVOSCINV 30 ,OL L 3 `d SQ 3 ,09 3ClVO1i` 8V8 Wo (L)r 3dVOSaNV-1 30 ,06Z A T A A (L)i— (9)H A ° V A A A A A T A A A A A A A A A A A A A A R A A A A A A A A A A A A T • A A T T A A AO A A A A A R A T A TA A A A A gl .A A A A A A A� A A A A A T A T OA A A A A A A A T A A A A A A A A A A A A A A A A A A A .�• . 30VOI2RJV8 A A A A A 3dVOSONV-I 30 ,92 T �(D D o (5) A A OH ON A A A R R A A T A A A A A A A A A A A A T •T• A A R R A A A A T IY R A R A R A- A A R A A A A A A A A T R A R A U I I u 1 1 18 l0-1 DNI ?Jdd L.i V I I I ° ° Wmusn011 3S3NVdVr IVO 9 AdONVO-NON fTN (eo!pu! e1uiao;sia6e1) 31121AW 3dMJ0 WO ..9Z' 1, MONVO-NON 23V3d a230daV239 1V0.117,E-137 ° MONVO (euelu!6nA snoien0) 213JZIV1'8 ..0'8 NVO 3AIl 1V0 L'Z ° 3dAl'S 3WVN 3ZIS 109INAS JNldVOSaNVI EMISIX3 aN3031 SiN '11V13(13GVMftJV9 T T NIW (,£) ww 006 1SOd 11V83AO JO T 30VH0 OP 3NI1dWa Ol S3AVIS 0 '0'0 (.O—,g) ww OOZ` l 7 (,01x„8/ lx„ Z/ L Lx„ Z/ L L) ww09Z S3AV1S 8V8 „1„ 1V13W N3AW 301133 83188VG 3aVORRiv8 3dV0SGNV1j JO ,OZ8�� I ° I O I (oz)o O ° 30VOl&NO 3dVOSONVI 30 ,00 L ° (6 L)8 (L L )d ONimII Io O N LS IXC 30V01MV8 H \ r3dVOSONVI 30 �. �3 188ve (A23nB NIW ,Z) S3A331S OAd 30 Al Z£ x T A A x A A U �-1 30V01MV8 p 3dVOS(INV-1 30 ,99 ,OZ 8 I )-I //�� A� T� A T A �d ,• .rl �yfyh �i`..i.J• A R A A `yY' oy.. ..l+SY•iis'i T♦ +.Ltr'��.'�,t<-T'. O� �� ' A 3aV0PRJV8 3 V ISI V 3dVOSCINV 30 ,OL L 3 `d SQ 3 ,09 3ClVO1i` 8V8 Wo (L)r 3dVOSaNV-1 30 ,06Z A T A A (L)i— (9)H A ° V A A A A A T A A A A A A A A A A A A A A R A A A A A A A A A A A A T • A A T T A A AO A A A A A R A T A TA A A A A gl .A A A A A A A� A A A A A T A T OA A A A A A A A T A A A A A A A A A A A A A A A A A A A .�• . 30VOI2RJV8 A A A A A 3dVOSONV-I 30 ,92 T �(D D o (5) A A OH ON A A A R R A A T A A A A A A A A A A A A T •T• A A R R A A A A T IY R A R A R A- A A R A A A A A A A A T R A R A U I I u 1 1 18 l0-1 DNI ?Jdd L.i V I I I ° ° OWNER/DEVELOPER LAWSON PROPERTIES s•• SHILOH AVE BRYAN, i0 (979) 693-9664 -D- D�l 0 D os D AI�� ]P�v 1V-,- �]�1��° c c I mm0 Mak I v SCHULTZ ENGINEE'RING, LLC. TBPE FIRM REGISTRATION N0. 12327 2730 LONGMIRE, SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JULY 15, 2011. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. i SCHEDULE OF SHEETS SHEET Cl SITE PLAN SHEET C2 GRADING &I EROSION CONTROL PLAN SHEET C3 PAVEMENT PLAN SHEET L1 LANDSCAPE PLAN 0 LLEM C ® W M M I m M \\ ( PECAN TREE ESTATES #1 BLOCK 1,LOT 1 M ONEY HERVEY LLC ZONE R- f �li�"''i•'�•t' F t ,t k k k k k k k (�4 1 �.. �-�ktkkk w -_-� . ��: ;• •:'':' 41% k k k k k t k k ST I D _ vd k k e .• •'k k t t k k t t .�`-4 •I' \� \ m 10' \ P.U.E. ' ,�y, •:;/ '- •• •'" -t k� k t k k k k k' t k� � k k k t k k k k k k t k k k e k \ `y/�i/•,v�` 464 81 . ,: �k' •':+••+1... k t t .��c t k k k k k k k k k k k `k p(.� \ \ PECAN 2REE ESTATES #f .-.?'�fi::.+. Cs •-• c k k t t k k k k t t k t k k k k k k k \ k k k \ .•:Y "::•i.' •: �� k k k k k k Y ' ;k k k t k k k t k k t k k k k k k t k k� k .•- �" k S BL CK f, LOT 2 i: �:: ••• „'k •t t k k k k k t k k t kI k k k kI k Ir'1k k k k t y� k I m ONEY HERVEY LLC ONED R-1 t k k k t t k k k \ \ \ t k k t REQ k Ilk k k t t �LPN k k k k k 5 ACCESS SEMENT RE \ 12" 18" DESIGNATED PARKING ONLY NOTES: 1. THE SIGN SHALL BE 12" WIDE BY 18" IN HEIGHT AND BE MOUNTED IN THE LOCATION SHOWN. 2. SIGN SHALL BE PAINTED ON WHITE BACKGROUND WITH SYMBOLS, LETTERS, AND BORDER IN RED. 3. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL 1 78+' g I 207 P.U.E.P.U.E.E---�''_e l \ \ \ \ I N.T.S. k D 1078/28 �-"'"Fl \ m i /�--� HC HC k ( ( RE E ISTI G ' \ \ ' ( PECAN 7REE ESTATES # 1 GENERAL NOTES: 5 k t k Z :,.•..;_;� k t FIE YD N) .;:rt;:, '`.��° rR \ ' BL CK 1, LOT 3 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL ONBY HERVEY LLC POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE y; ONED R-1 PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 k t t i,"r��;j}ti •F:.` k k t t k k k k t k k ;t..:.e' �: `!r:'{. •� �~ �(- � t k k k k t k k ^:4: k HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE k _ k k k t t �::. .:'•' "'`'c' '' W W k I \ 4 I I I D FOR ANY DAMAGE DONE TO EXISTING FACILITIES CALL \ k I m 1-800-DIG-TESS. k p ( I 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB PROPOSED -V / k ADA SIGNAGE 20' CITY OF COLLEGE STATION - I V 1 - �I 1 1 I UNLESS OTHERWISE NOTED. 4 WATERLINE EASEMENT"-" -3y- 31 _ 1 3. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON STORM p FDC 1730/334 ---� SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE (' RECORD q PECAN ( D EE ESTATES 1 INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS rl OBTAINED BY FROM CIN & INDEPENDENT AGENCIES AND/OR ABOVE � EXISTING PROPOSED I � BLO K 1 LOT 4 LO I WATER ADA SIGNAGE 20' CITY OF COLLEGE STATION I I ONBY HERVEY LLC GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT ° ELECTRICAL EASEMENT AS -BUILT CONDITIONS. Imo. METER / I I I I Z NED R-1 Z 4'X5' P.U.E. �_ _ 1730 328 I I I LO 4. PAVEMENT DEPTHS: REFER TO SHEET C3 PAVEMENT PLAN FOR 4649/81 06 PROPOSED PAVEMENT DEPTHS. 10 P.U.E. I I ` I D 5. THE TYPICAL BACK OF CURB RADIUS IS 3.5' UNLESS OTHERWISE NOTED R 1078/284 I I I ON THE DIMENSIONAL CONTROL PLAN. k 6. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AERIAL I I t 20' P.U.E. EXISTIN I I (QO PECAN TRAE ESTATES #1 TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION 2),05. t 4649/81 I ( STEA BLOC >, LOT 5 k I LOCrAT10 I ( ONEY RVEY LLC 7. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF I m ' ZONED R-1 COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. o 8. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SiALL BE Cf) SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIB E FROM k U) ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF L 32 LF OF 3-4" I I I I THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABO GRADE. k SUCH SREENING SHALL BE COORDINATED WITH THE f BUILDING PVC SLEEVES I I \ ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. l� I F (2' MIN BURY) I I 1 EXISTING I m 9. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE I ( 1 I I _ _ 8 9.0 I� 84,728 SF BUILDING WITH LIDO. I-jtyp. - I I ( I I ( PECAN TREE ES RTES #1 10. TRAFFIC IMPACT ANALYSIS NOT REQUIRED FOR THIS PROJECT. g,0 g ,+ , ( 37,076 SF OF WAREHOUSE (PROPOSED) I I I I BLOCK 1, Lf IT S {yP. -yh 'Q�3S,��, �, I I k 47,652 SF OF RETAIL (PROPOSED) I I I I ONEY HERVE LLC SITE SPECIFIC NOTES: p T� I I I ZONED R 1 R 0 P ❑ S E 1U `� Q�� \ J Q t m 1. THE DEVELOPED AREA FOR THIS PROJECT IS 71,691 SF (1.64 hJ� s� 29 LF OF 3-4 I I �� I I ACRES). ,Q9 ,i yP I P2 C MINEVES ( I I' 2 A PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE 100 YEAR s g.0 5 ( ) I FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP 24.0' FOR BRAZOS, COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY ° n c� NO. 480083, MAP NO. 48041 CO144C & 48041 CO182C. EFFECT,VE 7 e JF 24 0' = EXISTING I I y DATE: JULY 2, 1992. ACCORDING TO THE PROPOSED FEMA MAPS THE �L 653 I I I I I I m TRACT WILL NOT- BE IN THE 100 -YR FLOOD PLAIN. THE TRAC WILL FIRE HYDRANT - I I I PECAN TRE ESTATES 1 BE IN THE 500 -YR FLOOD PLAIN. BALL BLOCK 1, LOT 4.1 ��a PRO OS A KIN D/ 1�'- ` I 20' CITY OF COLLEGE STATION I I ( BLOCK 1, LOT 7 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON TH WARNY, GEORGE typ. L T KI T$ ,Q ( • PROPOSED WATERLINE EASEMENT EXISTING I ONEY H RVEY LLC GRADING PLAN. 9 ADA SIGNAGE 1730/334 FIRE HYDRANT ( ZONED R-1 ZONED R-1 6 �' s' 4. LANDSCAPING AND IRRIGATION DESIGN &ANALYSIS WILL BE PROVIDED 1� � I ON THE LANDSCAPE &IRRIGATION PLANS. -P I •� � . :Y i•t;. ' Y.. r.•E••.Lrw• ~ ti!' ..4. �./r:�: k t t s� P A R I N LO T ;,_: ~_�... - P;p.:�:,' �' == }2�:a _, t t t t k k•k �:i t,• �-�t `.s.�. -. v't"i k'r k:�k'z. «' t t k � kz+t. .k. • .. . .'.• k k k / O k^�. k k k 1•x�'S �: i'r:':4^, t k+AA,�� k k t t !V` t JN I f R7 "�• A ��' .� I t k k t t k y k t +44.k • t k „t • rk'irr t k k • ,k . IE' k t t 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO _ ktt - C.O. 9.0 k k t k k yp T t t HC HC 1 ff H tk t t k 6. THERE IS AN EXISTING FIRE SPRINKLER SYSTEM IN THIS BUILDING. ``� �V• k k t 1 t t / _ I � F - -17RE LANE FlRE LANs -r,RE LANE--- "'RE LAN= --TIRE UWc--�=+RE uw / 1 / I ECAN TREE ESTATES # 1 7• CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL / 20 CITY OF COL L GE STATION / POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE FENCE CELL TOWER DRAINAG EASEMENT / / / I / m BLOCK 1 LOT 8 �ONEY HERVEY LLC PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 3 1739/331 / `` ( HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE 16 -� -3Nv� 3aLiaNv 13aLa--3 NV -I 3aLt-- �Ny I // I ZONED R-1 FOR ANY DAMAGE. DONE TO EXISTING FACILITIES. CALL ME=WI 1-800-DIG-TESS. 8. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 9. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / BALL / ' �. FENCE i- / / PECAN TREE STATES # 1 COLLEGE STATION 2009 STANDARD SPECIFICATIONS FOR WATER BLOCK 1, r. ' �_ - .• - <-- - / / \ BLOCK 1 LOT 9 SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFI TIONS _ FOR STREETS & DRAINAGE. L T 3 (PT OF) r. / I I -" `-- ' 1 / 0 P. U / v ONEY HERVEY LLC WARNY,ZONER RGE�N \ I 307 /z �� f ZONE R-1 10. EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE WIT THE / , I 10 ��.E. ( \ , I / / / UNIFIED DEVELOPMENT ORDINANCE AND WILL CONSIST OF LIGHTS 1078 84 MOUNTED ON THE BUILDING ONLY, NO POLE MOUNTED LIGHTS ARE /I CELL TOWER / = �__ _ - , PROPOSED. % EQUIPMENT i- d 20 P.U.E. / I cn / i S 11. THE BUILDING DOES HAVE A FIRE SPRINKLER SYSTEM. 771/103 I T U \ \ _ r `- 6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 5" AS SHOWN ON THE PAVEMENT PLAN * 5" PAVEMENT - USE #3 REBAR @ 15" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. ch.u-ItZ Engineering, 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JULY 2011 4„ 1-'- o #4 BARS 0 3/4" X 18" SMOOTH EXPANSION DOWELS CURB DETAIL N.T.S. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JULY 15, 2011. 8 IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 40 20 '0 40 I SCALE IN /FEET i\ 1 L� COLLECE STATION, TEXAS • r ' • � 1��1��♦♦ ♦i��i ♦iii 1112. M'/Jlil LOT BOUNDARY - BUILDING SETBACK LINES E PUBLIC UTILITY EASEMENT LINE EES DRAINAGE EASEMENT LINE - - PUBLIC ACCESS EASEMENT LINE AE EXISTING OVERHEAD ELECTRIC - T - T - T - T EXISTING TELECOMMUNICATIONS W W EXISTING WATER E EXISTING GAS i EXISTING STORM SEWER PIPE � EXISTING SIDEWALK E PROPOSED STORM SEWER PIPE EREVISED.. COMMENTS PROPOSED BACK OF CURB AND FACE OF CURB PROPOSED SIDEWALK `- 6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 5" AS SHOWN ON THE PAVEMENT PLAN * 5" PAVEMENT - USE #3 REBAR @ 15" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. ch.u-ItZ Engineering, 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JULY 2011 4„ 1-'- o #4 BARS 0 3/4" X 18" SMOOTH EXPANSION DOWELS CURB DETAIL N.T.S. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JULY 15, 2011. 8 IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 40 20 '0 40 I SCALE IN /FEET i\ 1 L� COLLECE STATION, TEXAS • r ' • � 1��1��♦♦ ♦i��i ♦iii 1112. M'/Jlil PARKING ANALYSIS REQUIRED PARKING: 37,076 SF WAREHOUSE 1 SPACE PER 1,000 SF 37 SPACES 47,652 SF RETAIL 1 SPACE PER 350 SF 136 SPACES 173 SPACES REQUIRED TOTAL 6 HANDICAP SPACE REQUIRED PROPOSED PARKING: 169 SPACES PARKING 6 SPACE HANDICAP PARKING 175 SPACES TOTAL CC CREATIONS I PARKING LOT ADDITION REGENCY SQUARE PHASE 3 8.251 ACRES BEING LOT 1R&2R ZONED C-2 112 & 114 HOLLEMAN DRIVE CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 " = 40' JULY 2011 OWNER/DEVELOPER: ENGINEER: Lawson Properties II LLC SCHULTZ ENGINEERING, LLC. 1800 Shiloh Ave. TBPE Firm Reg. No. 12327 Bryan, TX 77803 2730 Longmire Drive, Suite A 979-693-9664 ext. 650 College Station, Texas 77845 APPLICANT: P. 0. Box 11995 Bud Nelson College Station, Texas 77842 1311 Wellborn Road 979.764.3900 College Station, TX 77845 979-693-9644 SCALE VERTICAL N/A HORIZONTAL 1 "=40' PLOTTING SCALE: 1:1 FILE NAME: 11-161 LOT BOUNDARY - BUILDING SETBACK LINES - PUBLIC UTILITY EASEMENT LINE - - - - - - - - - - DRAINAGE EASEMENT LINE - - PUBLIC ACCESS EASEMENT LINE AE EXISTING OVERHEAD ELECTRIC - T - T - T - T EXISTING TELECOMMUNICATIONS W W EXISTING WATER GAS EXISTING GAS - ST - ST - ST - EXISTING STORM SEWER PIPE EXISTING SIDEWALK - ST ST ST - PROPOSED STORM SEWER PIPE - DITCH FLOW LINE PROPOSED BACK OF CURB AND FACE OF CURB PROPOSED SIDEWALK ACCESSIBLE ROUTE PHASE LINE/CONSTRUCTION LIMITS CONCRETE FLUME PARKING ANALYSIS REQUIRED PARKING: 37,076 SF WAREHOUSE 1 SPACE PER 1,000 SF 37 SPACES 47,652 SF RETAIL 1 SPACE PER 350 SF 136 SPACES 173 SPACES REQUIRED TOTAL 6 HANDICAP SPACE REQUIRED PROPOSED PARKING: 169 SPACES PARKING 6 SPACE HANDICAP PARKING 175 SPACES TOTAL CC CREATIONS I PARKING LOT ADDITION REGENCY SQUARE PHASE 3 8.251 ACRES BEING LOT 1R&2R ZONED C-2 112 & 114 HOLLEMAN DRIVE CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 " = 40' JULY 2011 OWNER/DEVELOPER: ENGINEER: Lawson Properties II LLC SCHULTZ ENGINEERING, LLC. 1800 Shiloh Ave. TBPE Firm Reg. No. 12327 Bryan, TX 77803 2730 Longmire Drive, Suite A 979-693-9664 ext. 650 College Station, Texas 77845 APPLICANT: P. 0. Box 11995 Bud Nelson College Station, Texas 77842 1311 Wellborn Road 979.764.3900 College Station, TX 77845 979-693-9644 SCALE VERTICAL N/A HORIZONTAL 1 "=40' PLOTTING SCALE: 1:1 FILE NAME: 11-161 310 60 TC / f 310.60 TC / 0 M / 309.50 TC ' 399.90 TC 310.90 TC I ' 0 10.20 TC 309.6 X309.40 TC 8/ 307.54 TP� 0 P �SE /03� / X37.80 TC I ----'-"� g _ {'�� -�• . I k 32 LF OF 3-4» o ,f ( ( I �VC SLEEVES I7 �_ 307' _8 I 306.5�TC 303.2 FL M I o� k ( MIN BURY) 305.05 FC 8 305.3 TC303.77 TP % _ l 305.65 TC I 2 12" STORM PIPE ®60 LF I k 3074 TP 305.45 C o - .83 TP k 36' OF EXISTING 304.65 TP 7 -- k 12" STORM PIPE 304.40 TP� �- 305.80 TC 5° 305.6 TC to 303.96 TP TC .---� 305.0 C �•h ''• / \ 29 LF OF 3-4" 305.45 TPVC SLEEVES C v1A 304.60 TC (2' MIN BURY) S --� 1 k .9 306.20 TC E -307.70 TC / 305.40 TC 305.10 TC 308.20 TCj' CONCRETE o k GRADE DITCH 305.80 TC TO DRAIN LNO9.65 LUME NO. 1 3 Tc I S F R / 2) 306.20 TC� SHEET DETAILS \ 308.35 TC 7/ TC r 17"WIDE OPENING -\ I� C ADDITION EXISTII A A STRUCTU t64„ I i t ELEV. 30 I I I � ADDITION TO -" 6" �- EXISTING 96' ( I C STRUCTURE B ELEV. 301.4 ELEV. 300.0 ELEV. 298.0 17" 8" SECTION A -A SECTION B -B POND OUTLET STRUCTURE N.T.S BERM ELEV. 302.1 15' SECTION C -C W O 305.60 TC I •• r� 309.90 T J'CC�NCRETEE 305.70 TC m o`O I FL N 309.60 TC M / .- � "' SIE DETAILS 311.20 T ^> M S EET C • '•• _ .a. 4. �5• •g . 1 . ..I.., k k •S. 4 '4 k 3 a• k a k k k . to t � d k I • e•. LFI T ! - 02.40 FL . a..+• k �, k ..k k k _ k.• k .. k. ��... .. k k r• *•4 •, .` .. k k- k. �.. .L/, , •.� �: •:.... k k k k k k k k k k /f ' 304.09 TP ( k k !. k k k k k k k k :';'4 ,�,. k k k k k k k k k �••. a:.;Y `. k 4' k I: k k k k k 1 306.80 TP / 305.00 TP k k k k k k k k •" k ' '. ig k k k k k k k 308.3 TP307 k k 307.15 TP 3p3� k k k k k k k 310. 0 TC / 4.50 TC 0.20 TC HC HC 09.90 / 9,10 TC 307„ 307.60 TC 304.89 TC ' 305.80 TC / 100 -YR WSE GRADING NOTES: ----------- i / 1. TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. � ' / SHALL BE COMPACTED2. FILLI AL TO 98% OFUSEDOTHEHIEVE MAXIMU DRYGRADEND DENSITY AS ETER NEDAREAS TO RCEIVEABYMENT THE STANDARD 1 1 1 '� PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM TO 47. ABOVE THE I �' / OPTIMUM MOISTURE CONTENT. \ J/ /� J/4- -t \ - / 3. THE SUBGRADE BENEATH THE CONCRETE PAVEMENT AND SIDEWALKS SHALL BE I I -302--- / - - - EROSION CON'T'ROL NOTES: 'PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF-ROWNG" SHALL r BE REMOVED AND REPLACED. 1. EROSION CONTROL MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED THE VERY MINIMUM REQUIRED. IT SHALL BE THE PROPOSED CONTOURS LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL MEASURES (DIVERSION BERMS, 4. DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. DEVELOPMENTS FROM DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. 20 10 0 20� 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHALL MAKE A VISUAL INSPECTION / / o o F--'-- ' �""' _ M'M o° ' CONCRETE ---- -302- OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A RAINFALL TO INSURE THAT - �` SCALE IN FEET ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED OR REPLACED / (-� FLUME NO. 3 PRIOR TO THE ND OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, IF NECESSARY. SEE DETAILS 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN DISTURBED. ALL >° \ SHEET C3 SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT LEVEL REACHES 259 CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL 0 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP). SEDIMENT FENCE. OR OTHER N M M I PROPOSED BLOCK A15�DITCH /-30 DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. rn SOD BERMUDA j TO DRAN - / GRASS 350 Y- I SEE SECTION D -D" 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS REQUIRED FORFOR ST DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE ADJUSTED TO HANDLE X 110 DA� _296.75 EG INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF CONSTRUCTION.-�� -�_ ,�-� •---- '.._-- �'- 297.47 EG / ---�' """-1 � •--"_ 6. PHASE PHASE II EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR ASSOCIATED/ ( ' / `� �' ' ' �' - -- IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING. INLETS LOCATED I pp �'j� _,302 i �-I- 297.59 G=- `_ k = -Le- -'_ - -" - IN PAVEMENTS AREAS SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING ONCE THE �3p1 PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM DRAINAGE AREAS ARE �' �\ 9 a U T/H �� - /" 297.64 EG FULLY STABILIZED. I ,y0 k j� 0�� 297.52E k �- _ o k k k 7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED AND/ OR o, 9 78 EG 298.28 EG Zg9 k k �-� -- - k k 296.75 FL SODDED, AND GROUND COVER HAS TAKEN ROOT. ` M M DETrNT I 297,80 FL / k 298.62 EG 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE STABILIZED. ` I I ` k k k k k _. 296.87 FL DESIGNATED AREAS SHALL BE BLOCK SODDED AND ALL OTHER AREAS DISTURBED DUE TO CONSTRUCTION SHALL BE'� k - HYDRO -MULCHED SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, FERTILIZED, AND WATERED TO ESTABLISH I I I NUP �2 .04 FLA SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION OR IF ACTIVITIES CEASE FOR 14 DAYS. t _ 299 k k k k .- --�-` k _ �g�-"9. WHEN HYDRO -MULCHING IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA SHOWS0o kk k k r--- �� k j1-- _- -- 2s71s FI 28 -DAY CONC, ETE GROWTH. I297.33 FL STRENGTH = 3' 00 psi N M k k �-- 10. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. ' M I 2g9 w --� - #�4 BARS, 18 O.C.E.W. 11. TOPSOIL SHALL BE STOCKPILED FOR REUSE AND SHALL BE PROTECTED FROM CONTAMINATION FROM OTHER SOIL OR DEBRIS. I ' I I ` 300 --'�- ---A- WIND FL 297 B1 FL 29748 FL WIND EROSION OF THE SOCK PILE AND DISTRIBUTED AREAS SHALL BE MINIMIZED BY WATERING OR ESTABLISHMENT OF \\ �-" DOWEL #5 BARS, i6" LG., TEMPORARY VEGETATION TO CONTROL POLLUTION OF THE AIR BY DUST OR PARTICULATE MATTER. ' ( 301 .....• w w 3S (8 INTO EXIST. PVMT•), ® 18 O.C. 12 INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE, ( ` �_ - �,.,.� "' "'302 2- COMPACTED CEMENT '""30..%�" �S� MODIFIED " STABILIZED SAND 13. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. I ' ! .........�• �s 301"x" EXISTING C NCRETE 6 ' INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR I -SBO ---� �" �S. �� CONCRETE OUTLET STREET SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. .�� _. . -3021 �� STRUCTURE SAW CUT 14. SS CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT N0. TXR 150000 REQUIREMENTS FOR CONSTRUCTION -_' - -��_ �0? -� ••� Q OF BERM= _� 3S ..•r""' - -` �S '- •''17_� �S �/� 2 X4 WIRE MESH _ aa. FASTENED TO T=POST LEGEND ( .•�-�''' 3S U -v SILT FENCE ASSEMBLY SEDIMENT CONTROL FABRIC � FASTENED SECURELY TO TTS T -POST & WIRE MESH METAL T -POST = 8" OF FILTER FABRIC TO EXTEND AS REQ'D. TO MAINTAIN. EXISTING GROUND INTO A TRENCH AND BE ANCHORED SPACED 6' APART � WITH COMPACTED BACK FILL N AND/OR SILT FENCE AOR TOP OF CURB T ALLOW 2.5' TO 5' AT TOE OF HAY BALES SF TREVISED.. SLOPE FOR SEDIMENT TO . ALIGN FENCE USED IN AREAS OF - 28B 71 0 GULATESLOPE CONTOURS. DRAINAGE FLOW. 288 RUNOFF FLOW DIRECTION SOW NATURAL GROUND l PROPOSED BLOCK SOD DIREC110"OF 4"X4w MIN. TRENCH 4" U -v SILT FENCE ASSEMBLY U- U.hEngineering,c I" LL.,.. 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JULY 2011 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JULY 15, 2011. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 11 � 1 01WO COLLE CE STA TION, TEXAS t O.D. LINE DITCH WITH \ �� LINE DITCH WITH BERMUDA GRASS BERMUDA GRASS BLOCK SOD VARIES BLOCK SOD 2' TYPICAL EXISTING DITCH SECTION SECTION D -D N.T.S GRADING & ER 0 CONTROL PLA COMPACTEt CEME : UNDISTURBED SOILJ STABILIZED SAND VARIES BEDDING AND TRENCH DETAIL N.T.S. SCALE VERTICAL N/A' ' HORIZONTAL 1 20 PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHE PROPERTY LINE � TTS T = EG EXISTING GROUND FL � T TOP OF CURB T TP T SF TREVISED.. COMMENTS � - 28B V: W III Lei ilk PROPOSED CONTOURS U- U.hEngineering,c I" LL.,.. 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JULY 2011 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JULY 15, 2011. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 11 � 1 01WO COLLE CE STA TION, TEXAS t O.D. LINE DITCH WITH \ �� LINE DITCH WITH BERMUDA GRASS BERMUDA GRASS BLOCK SOD VARIES BLOCK SOD 2' TYPICAL EXISTING DITCH SECTION SECTION D -D N.T.S GRADING & ER 0 CONTROL PLA COMPACTEt CEME : UNDISTURBED SOILJ STABILIZED SAND VARIES BEDDING AND TRENCH DETAIL N.T.S. SCALE VERTICAL N/A' ' HORIZONTAL 1 20 PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHE PROPERTY LINE PROPOSED PAVEMENT EDGE 304.89 TC SPOT ELEVATIONS EG EXISTING GROUND FL PROPOSED FLOWLINE TC TOP OF CURB TP TOP OF PAVEMENT SF SILT FENCE � - 28B EXISTING CONTOURS PROPOSED CONTOURS 288 RUNOFF FLOW DIRECTION k k k l PROPOSED BLOCK SOD U- U.hEngineering,c I" LL.,.. 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JULY 2011 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JULY 15, 2011. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 11 � 1 01WO COLLE CE STA TION, TEXAS t O.D. LINE DITCH WITH \ �� LINE DITCH WITH BERMUDA GRASS BERMUDA GRASS BLOCK SOD VARIES BLOCK SOD 2' TYPICAL EXISTING DITCH SECTION SECTION D -D N.T.S GRADING & ER 0 CONTROL PLA COMPACTEt CEME : UNDISTURBED SOILJ STABILIZED SAND VARIES BEDDING AND TRENCH DETAIL N.T.S. SCALE VERTICAL N/A' ' HORIZONTAL 1 20 PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHE 34 FLLIMF NO c/) /3, CjURB OF cn 653 SF 2) r/ rrl /�f� ri/ �� f �� / I /1 1 i'r�, �rrr ,fir �'�rrrr��r� � �I � X %kr��r�fX f I�j✓ � I//�, �/� �� If/I I/T i � � r � RL-INPRCF,D CONCRETE RETE () FLUME u. II 20 10 0 20 scnic IN rce. LEGEND 5" CONCRETE PAVEMENT DEPTH ow LANDSCAPE SLEEVES SAWED OR FORMED, SEAL WITH JOINT MATERIAL �{ j�-3/8" TO 1/2" WIDE, 2" DEEP : • . • PER PLAN CONTRACTION JOINT N.T.S. CONTRACTION JOINTS SHALL BE AT 15' MAX. SPACING NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. A REVISED PER COMMENTS JPS 7/15/2011 MARK REVISION BY DATE STEEL REINFORCING BARS CONCRETE PAVEMENT T'.� �1..—.�—r'' '�..:. � T 4�� 8" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 5" AS SHOWN ON THE PLAN * 5" PAVEMENT — USE #3 REBAR 0 15" O.C.E.W. * 6" PAVEMENT — USE #3 REBAR 0 12" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. SEAL WITH JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 1/2" DIA. X 18" O.C. — ('COATED W/HEAVY GREASE) F // PER PLAN NON -EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE NON -EXTRUDING JOINT FILLER-] DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR EXPANSION JOINT N.T.S. TO BE SPACED AT 45' MAX. INTERVALS NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. L 32 LF OF 3-4" PVC SLEEVES (2' MIN BURY) k a. 29 LF OF 3-4" PVC SLEEVES (2' MIN BURY) --3d ---'"� L. J. [I -P -- vxn A B �D- 3" CURB A B . m OPENING: ' ..I... , -CO CRETE g 2) 653 SF:'.:..: FL E w t. A A B C m , • '• .. '. .. .. .. CONCRETE .. FLUME ' Icn A I HMA m C ALTERNATE PLAN Ln a (1 1/2 COMPACTED THICKNESS: TYPE - D, 6" COMPACTED THICKNESS HMAC DRIVING SURFACE CRUSHED LIMESTONE BASE ( En G 6 t ,� G:, ds,• I I LIME STABILIZED SUBGRADE:cn m 20 10 0 208" COMPACTED THICKNESS SCALE IN FEET 6% HYDRATED `-LIME 'BY DRY WEIGHT TVPPTC'' A T PTA4 A C` P A ATTNTC' CTC''rPT"XT PAVEMENT CONSTRUCTION NOTES: 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A. MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM -t 4" -t—o #4 BARS 3% BELOW TO 3% ABOVE THE OPTIMUM MOISTURE CONTENT. 0 3X" X 18" SMOOTH 4. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME EXPANSION DOWELS STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF CURB DETAIL APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A N.T.S. CURB 3' N.T.S tiGhultzl Engineering, 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JULY 2011 HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, LIME AND LIME SLURRY". THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. 5. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 6. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL. 7. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. 8. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 9. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE . AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889. ON JULY 15, 2011. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. PROPOSED PARKING LOT PAVEMENT C CC REATIONS COLLEGE STA TION, TEXAS N.T.S. MATCH SLOPE 4" THICK OF EXISTING CONCRETE DITCH I 4' THICK CONCRETE v@ *_, \/, CURB CUT AND CONCRETE FLUME NO. 1 & NO.2 PROFILE DETAIL N.T.S. rtz ocono CONCRETE ,FLUME NO.3 DETAIL N.T.S. k k 32 LF OF 3-4" PVC SLEEVES (2' MIN BURY) k 29 LF OF 3-4" "` PVC SLEEVES (2' MIN BURY) LEGEND CURB AND GUTTER ASPHALT L PAVEMENT k k ®®� LANDSCAPE k Ic k k k 1 6"-{ 4"NI-CONCRETE FLUME CONCRETE FLUME NO. 1 & NO. '2 SECTION A -A N.T.S. I I 3p -02p :, . VARIES 4" ONCRETE FLUME 4 2 1r CONCRETE FLUME NO. 2i ? S r� �2 L 32 LF OF 3-4" PVC SLEEVES (2' MIN BURY) k a. 29 LF OF 3-4" PVC SLEEVES (2' MIN BURY) --3d ---'"� L. J. [I -P -- vxn A B �D- 3" CURB A B . m OPENING: ' ..I... , -CO CRETE g 2) 653 SF:'.:..: FL E w t. A A B C m , • '• .. '. .. .. .. CONCRETE .. FLUME ' Icn A I HMA m C ALTERNATE PLAN Ln a (1 1/2 COMPACTED THICKNESS: TYPE - D, 6" COMPACTED THICKNESS HMAC DRIVING SURFACE CRUSHED LIMESTONE BASE ( En G 6 t ,� G:, ds,• I I LIME STABILIZED SUBGRADE:cn m 20 10 0 208" COMPACTED THICKNESS SCALE IN FEET 6% HYDRATED `-LIME 'BY DRY WEIGHT TVPPTC'' A T PTA4 A C` P A ATTNTC' CTC''rPT"XT PAVEMENT CONSTRUCTION NOTES: 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A. MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM -t 4" -t—o #4 BARS 3% BELOW TO 3% ABOVE THE OPTIMUM MOISTURE CONTENT. 0 3X" X 18" SMOOTH 4. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME EXPANSION DOWELS STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF CURB DETAIL APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A N.T.S. CURB 3' N.T.S tiGhultzl Engineering, 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JULY 2011 HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, LIME AND LIME SLURRY". THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. 5. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 6. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL. 7. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. 8. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 9. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE . AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889. ON JULY 15, 2011. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. PROPOSED PARKING LOT PAVEMENT C CC REATIONS COLLEGE STA TION, TEXAS N.T.S. MATCH SLOPE 4" THICK OF EXISTING CONCRETE DITCH I 4' THICK CONCRETE v@ *_, \/, CURB CUT AND CONCRETE FLUME NO. 1 & NO.2 PROFILE DETAIL N.T.S. rtz ocono CONCRETE ,FLUME NO.3 DETAIL N.T.S. k k 32 LF OF 3-4" PVC SLEEVES (2' MIN BURY) k 29 LF OF 3-4" "` PVC SLEEVES (2' MIN BURY) LEGEND CURB AND GUTTER ASPHALT L PAVEMENT k k ®®� LANDSCAPE k Ic k k k 1 6"-{ 4"NI-CONCRETE FLUME CONCRETE FLUME NO. 1 & NO. '2 SECTION A -A N.T.S. I I 3p -02p :, . VARIES 4" ONCRETE FLUME #3 REBAR CONCRETE FLUME NO. 1 & NO.2 SECTION B -B N.T.S. ATCH EXISTING DITCH LINE 40-011 -{ 4"N\ -CONCRETE FLUME CONCRETE FLUME NO. 1 & NO.2 SECTION C -C N.T.S. SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHE I O =MN PARKING DoT iei I i nn I I I i �I 11 HOLL Em AN ® 35' OF LANDSCAPE k BARRICADE k k n Y k - Y t Y k k k k Y k k k Y C k t k k Y k k k k k k k k Y ,t y: ^.�f.,: 'C• � k M Y k k k Y k Y Y k k -'� k k k k k k k k k k0 k v ,"JrI ..•$..Y: � � k k k Y k k k k .Jl':c Y . }•;ti::�+'� t �, %%k t k k k k k k k t t k k k k k k k k . W� •. •ci•+•:'L: ': t ✓^k n „ rwk k t k k l• n �/ t L• k h k k t t Y k k k k k Ok k k Y k k Y Y Y k Y n k Y k° L• k C n t k k Y n Y k k k Y k Y k M k k k 1 11 H(5) k k k O n k Y Y Y k k Y _ - k k k k k k k 290' OF LANDSCAPE k J(1)Q(1) BARRICADE `k 60' F DS A E k 1 He H k 170' OF LANDSCAPE A RI A E t k k M 7 _fi� �'::; .�°``':`•� k BARRICADE VACk j4c 'i •�i,f t•a1 'ci'•G•k k k k i:It {;s '•Y.�;•, :p. k k k Y t k Y k K(1) k k k .�•Ta'•.SV)�:Fi 7a.:r•4:�+ k k n k ' k V••4:•%.: •a C' Y k �k Ik C Y e rk e Y 11 L(18 20' LANCAP C(13) D(23) 65' OF LANDSCAPE BARRI JE� A(17) BARRICADE 4 B(19) 4 OF LANDSCAPE Q BARRICADE 100' OF LANDSCAPE BARRICADE Y k 32 LF OF 3-4" PVC SLEEVES (2' MIN BURY) EXISTING BUILDING t 29 LF OF 3-4" PVC SLEEVES (2' MIN BURY) U, I ~ -820' OF (LANDSCAPE BARRICADE Oil i:`:^:,i. ..•i., *y.• :•'s:. ":..%," :^i�. ,:, r. ',3•: 1.: tea• :f,.;:•.•i.• '•,':: :;is +"'^'+ri:y .. k k k •f.: i <.}i: •/ v `l�.Y.Y•+. Yui' A•': N. �.ir. _ .� i'^#. y:s 7:. •`.',!*�•. .. i'.w'r�•'.`.... A S .}i !. � ..•..: _ k t Y k k � .k•y.. k �• ~ `' - .. c �•'.P � c. :Y -. :. s _ c k �5y .. � • .i ',i..:• k Y k k n n k k Y k k :••• Y l t k k Y t k k n k Y k k k Y t� + t k Y " Y t k Y k 4 k C Y k k y. 'Ar k Y k•: t k Y k tib;; , k t k Y YV k k ,, k t Y Y k k 'k k . t k k k k k k t k t n k k k k k n k� k HC HCC too.--�� kchlufltZ, Engineering, L.,L.U., 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JUNE 2011 40 20 0 40 SCALE IN FEET I COLLEGE STATION, TEXAS 3ARRIER FENCE ✓EN METAL "T" BAR STAKES iOmni (1 1 /2"x1 1/2"x1/8"x10') 1,200 mm (6'-0") O.C. STAKES TO DRIPLINE OF DVERALL POST 900 mm (3') MIN. 11 LANDSCAPE BARRICADE DETAIL NTS � N LEGEND EXISTING LANDSCAPING SYMBOL SIZE NAME & TYPE 2.1 "-3.4" CAL LIVE OAK 8.0" & LARGER (Quercus virginian ) CANOPY 2.1"-3.4" CAL BRADFORD PEAR ° NON -CANOPY 1.25" CAL CREPE MYRTLE (Lagerstoemia indica) NON -CANOPY ® 5 GAL JAPANESE LLGUST UM SHRUB O 5 GAL JUNIPER ° SHRUB 5 GAL CHINESE HOLLY' SHRUB ED 5 GAL DWARF BOTTLEBR SH SHRUB © 5 GAL DWARF YAUPON SHRUB TOTAL SITE AREA 359,414 SF TOTAL DEVELOPED AREA 325,153 SF DEVELOPED AREA THIS PHASE 72,362 SF LANDSCAPE SUMMARY TABLE CADE IIFENCE RRIA 8.251 7.464 1.661 Item # Plant Type Amount Point/Plant Points A Japanese Llgustrum 17 10 11x0 B Japanese Llgustrum 19 10 160 C Boxwood 13 10 130 D Boxwood 23 10 �� • ��ii�ii�.J Juniper too.--�� kchlufltZ, Engineering, L.,L.U., 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JUNE 2011 40 20 0 40 SCALE IN FEET I COLLEGE STATION, TEXAS 3ARRIER FENCE ✓EN METAL "T" BAR STAKES iOmni (1 1 /2"x1 1/2"x1/8"x10') 1,200 mm (6'-0") O.C. STAKES TO DRIPLINE OF DVERALL POST 900 mm (3') MIN. 11 LANDSCAPE BARRICADE DETAIL NTS � N LEGEND EXISTING LANDSCAPING SYMBOL SIZE NAME & TYPE 2.1 "-3.4" CAL LIVE OAK 8.0" & LARGER (Quercus virginian ) CANOPY 2.1"-3.4" CAL BRADFORD PEAR ° NON -CANOPY 1.25" CAL CREPE MYRTLE (Lagerstoemia indica) NON -CANOPY ® 5 GAL JAPANESE LLGUST UM SHRUB O 5 GAL JUNIPER ° SHRUB 5 GAL CHINESE HOLLY' SHRUB ED 5 GAL DWARF BOTTLEBR SH SHRUB © 5 GAL DWARF YAUPON SHRUB TOTAL SITE AREA 359,414 SF TOTAL DEVELOPED AREA 325,153 SF DEVELOPED AREA THIS PHASE 72,362 SF LANDSCAPE SUMMARY TABLE CADE IIFENCE RRIA 8.251 7.464 1.661 Item # Plant Type Amount Point/Plant Points A Japanese Llgustrum 17 10 11x0 B Japanese Llgustrum 19 10 160 C Boxwood 13 10 130 D Boxwood 23 10 2130 E Juniper 4 10 �0 F Crapemyrtle 1 40 40 G Crapemyrtle 13 40 5120 H Live Oak 5 150 750 I Bradford Pear 1 40 �w J Bradford Pear 1 40 I 40 K Crapemyrtle 1 40 10 L Chinese Holly 18 10 1�0 M Dwarf Bottlebrush 7 10 710 N Dwarf Yaupon 5 10 50 O Live Oak 20 500 10b00 P Japanese Llgustrum 20 10 21P0 Q Juniper 1 10 10 Total 12/00 GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK ( NOT LOOSE, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, 5 GAL BOXWOOD THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. SHRUB IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS IAIILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF k Y k EXISTING GRASS AREA OCCUPANCY IS ISSUED. t k k n 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE DISTURBED AREA LIMIT THIS PHASE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVI E, AND INSTALLED AS PER CITY ORDINANCE 2394. LANDSCAPE BARRICADE 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED (UPON INSTALLATION AS PER CITY ORDINANCE 2394. i P(20) NUMBER OF PLANTS AT GIVEN LOCATION i P(20) LETTER REFERENCE TO LJXNDSCAPE SUMMARY TABLE POINTS PER PROJECT AREA: 325,153 SQUARE FEET OF SITE AREA 325,153 SF / 1,000 = 325.2 325.2x 30 = 9,756 POINTS STREETSCAPE: ((555'-41'-58') / 32) = 14.3 CANOPY TREES IADDITIONAL LANDSCAPE POINTS: I((555'-41'-58') / 50) x 300 POINTS = 2,736 POINTS \ TOTAL POINTS REQUIRED: 12,471 POINTS (6,236 POINTS FROM CANOPY TREES = 50%) TOTAL POINTS PROPOSED: 12,700 POINTS TOTAL POINTS FROM TREES: 10,750 POINTS LA ND S CA PE P -JAM SCALE VERTICAL N/A HORIZONTAL 1 "=40' PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHI L FX ti / • ( M _'_�-M -2:l1: r: �• ! a• t k t k t k k k t k \ --__M '4'°k5�,kg1.'EVVVk k'4 kik k k k P t \�+ ST 1\ \ Q M r- •'k • k k /k1 k.-.-kms-k k k t k k k k k 4 k t k V:'�' \ \ / M � J. ,,::�.•.. k k t t k k' k� i/,..-.�� 4 t k k k Y \ � \ .. -,.�: �..-.� ..I• ,i t 4 4 t k k k,� \\ 1 U. E• k k k k •• •, •• ---k t k ! k k 11 k k k k k k k t k k t k k k k k k k k`k •'��,._+,k,'.�+��'_".yY...��' k t k k \ 4649f 81 \ • `• 4 �,-- �" k k k t t - k k k k k 4 4 k k- k 4 k k \\ �!-'v r'✓ 4 t L• k k k t k Y k k k 4 k k k k k k k k \ k k k c•,k ..k ; ,rk k t k k 4. -„ k k k G t k k k k k t .{ / fYl:,.y.eil .�•4•~' ' k ••�i::k'w', k, k ••t ••k k t " 4 •t k k t k k k k k k k k k 4 G t k k k t-• k� t �_ k \ \ .. k k k k k k :'14 k k t k .kms{,- 4-•-••-� l 1 � \ \ \ \ k k \ \ k k k k C� RE LP"� \ \ 5 ACCESS k k 4 aE RE SEMENT RE u+N \\ \ \ \ 1 78 � k I 20' P.U.E. E----""�� l\ \ �RE �+ HC g I 1078/284 _-FIRE \ ' k k \ I I- \ Vic k k RELPN E ISTI G 1 I \ S k k 1 C FI E YD AN ,:;.r '.•'•' \ - k k :. T -f. Y.�:'. i.i -� t k ,•k C k MN 1 44j:,�. '^• � C' k I - k _ ::t ivM!`.i .. � k� ((^^ H ••.'rti'�'.-r.•t •~ -k-c_ k I k k :. •.y�•.) � ��.> k t t t k k ,,. I k k l"Il� i ♦•••l ':/�•�'`•i<' J. ., kk •k k %.1: k t k k _ t k 4 •a �• k t k 4 � k k k ... _k, ._ .•a t � I IFDC 20' CITY OF COLLEGE STATION ( 1 1 - 1 L 4 EXISTING WATERLINE EASEMENT V--�--3V--3 1 © 4 WATER 1730/334 --i _ Q I METER ( I� /L01 1 20' CITY OF COLLEGE STATION ° ELECTRICAL EASEMENT I I I M1730/328 I I Lr z 4X5 P.U.E. /._• ( I ILr i I 4649/81 I I I I a 10' P.U.E. I a 1078/284 k t I k 20' P.U.E. I I I 1 I 4649/81 EXISTIN� J SP k / ( I LOCATION � i�/� t I ( I E 10' P.U.E. .<i I I I I to 4649/81I k I I i L 2 EXISTING 884,728 SF BUILDING r I ° 8 BALL BLOCK 1, LOT 4.1 WARNY, GEORGE ZONED R-1 / II 37,076 SF OF WAREHOUSE (PROPOSED) I 1 47,652 SF OF RETAIL (PROPOSED) ` ( I I II • r) k k ( V I • I I I __ I I I 20 CITY OF 'COLLEGE STATION EXISTING WATERLINE EASEMENT EXISTING I I FIRE HYDRANT 1730/334 FIRE HYDRANT I i%:.ati..• ti I ri . i+: • J•I I • .Y.^ It • _ ( k k :4 k k PARKIN LOT/{, _ ��t" �t k � k i ' F `,fk • k r` k r •k k t k I/ k k •k `/,t ~ k k k •k' •,•Y },,I V k k k n�••.k .k ...k k. • kms' �� t k k k k k k k k t k HC HCI _� m k k k t k k / • '\ ( cn tM•---+=rRE LANs -+.RE LANs -FIRE LANs---�'•RE LAN'e-c=iRE LANs ",RE / 20' CITY OF COLLEGE STATION DRAINAGE EASEMENT ti .r 13�1 / 1739/331 NV'1 3ati-- � �N�n aaLt---� riv-i aaNV1 Icn T1 / BALL BLOCK 1, 10 i �_ L�)T 3 (PT OF) r � ---_ �' _____ __�. \ ,...F -•-...F---;. ___- � � �0/P.U�. /WAZON GE - I cr) m / 10' P. Y.E. v' I \ , l / I ' / 107$/284 ZONED R-1 i / 1078/P84 T S ❑ U� H mI / DET f�T I - / o / II `: 1 1 z / BALL BLOCK 1, LOT 4.2/ / I WARNY, GEORGE D ZONED R 1 / ' / r E I❑IN l _ �.F •3= r s -- POND% I S iSS n S -- x ' I \ BALL S-- LO FIRST U DLM -2wOCK DIS 7HURCH, s' .7I IZONED R r 1 � ' I 1 .. 6» 15" ' STEEL REINFORCING BARS % / X / I _ 5„ ( \40 20 0 40 CONCRETE PAVEMENT _ ' / 3' °� y„R / ) / \ SCALE IN FEET / / BALL BLOCK 1, LOT 8 .::.' ::.:. X 12" -• / \ BALL BLOCK 1, LOT/ 5A ROBINSON, R W ETAL - 4: --' 3" �- - 4' ROBINSON, R W TAL ZONED R- f ZONED R- 0 1 6. I7„ \ l -3-- 3" 3„ 0 2" I / I I l L 2" tt LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) 3" X=6" OR 5" AS SHOWN ON THE PLAN 4"* 5" PAVEMENT - USE #3 REBAR ® 15" O.C.E.W. �- ° #4 BARS 0 3/4" X 18" SMOOTH EXPANSION DOWELS TYPICAL CONCRETE PAVING SECTION CURB DETAIL N.T.S. N.T.S. Schultz Engineering, LLC 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JUNE 2011 THIS DOCUMENT IS RELEASED FOR Tr1E PURPOSE OF REVIEW ONLY UNDER THE AUTHOR17Y OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JUNE 29, 2011. iT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. REATIONS CC C COLLECT STATION, TEXAS D m PECAN TREE ESTATES #1 BLOCKI, LOT 1 ONEY HE VEY LLC ZONE R-1 D m PECAN 2REE ESTATES #1 BL CK 1, LOT 2 - - -'• - - - - - - -- DRAINAGE EASEMENT LINE m ONEY HERVEY LLC ONED R-1 m AE EXISTING OVERHEAD ELECTRIC PECAN REE ESTATES #1 BL CK 1, LOT 3 W W EXISTING WATER ONEY HERVEY LLC GAS EXISTING GAS ZONED R -f - ST - ST - ST - EXISTING STORM SEWER PIPE -,moi.`-�� •�`�.'';"'t:''•y::'�; EXISTING SIDEWALK m - ST - ST - ST - PROPOSED STORM SEWER PIPE m PECAN TREE ESTATES #f BLD 7X 1, LOT 4 ONEY HERVEY LLC Z 7NED R-1 D PROPOSED SIDEWALK PECAN TRAR ESTATES #1 BLOCK 1, LOT 5 TS ONEY BERVEY LLC D Z01V ED R-1 m \ D I m PECAN TREE ES ATES #f BLOCK 1,LOT 6 ONEY HERVE LLC ZONED R 1 D m I ID m I PECAN TRE ESTATES 1 BLOCK f, LOT 7 ONEY HERVEY LLC ZON D R-1 D m �ECAN TREE ESTATES #1 BLOCK f, LOT 8 m \ONEY HER VEY LLC 11 ZONED R -f PECAN TREE STATES #1 \ BLOCK 1 LOT 9 ONEY HE VEY LLC ZONE R-1 m \ ECAN TREE EST TES # f BLOC 1, LO 10 ONEY AYERVEY LLC ZONED R- D m I 1 12" 18" DESIGNATED PARKING ONLY NOTES_ 1. THE SIGN SHALL BE 12" WIDE BY 18" IN HEIGHT AND BE MOUNTED IN THE LOCATION SHOWN. 2. SIGN SHALL BE PAINTED ON WHITE BACKGROUND WITH SYMBOLS, LETTERS, AND BORDER IN RED. 3. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL N.T.S. GENERAL NOTES: 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF. EXISTING ..UTILITIES AND SERVICE LiNES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR . ANY =--DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 3. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZ N, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILAB E RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT EPRESENT AS -BUILT CONDITIONS. 4. PAVEMENT DEPTHS: REFER TO SHEET C3 PAVEMENT PLAN FOR PROPOSED PAVEMENT DEPTHS. 5. THE TYPICAL BACK OF CURB RADIUS IS 3.5' UNLESS OTHER SE NOTED ON THE DIMENSIONAL CONTROL PLAN. 6. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA & AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATIOW 2005. 7. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH TME CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 8. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENTSHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITH N 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARA CE. 9. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. 10. TRAFFIC IMPACT ANALYSIS NOT REQUIRED FOR THIS PROJECT SITE SPECIFIC NOTES: I 1. THE DEVELOPED AREA FOR THIS PROJECT IS 71,691 SF (1.616 ACRES). 2. A PORTION .OF THE SUBJECT PROPERTY LIES 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 MAP NO. 48041 0144 2 C C& 480410018 C EFFECTIVE DATE: JULY 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING PLAN. 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. THERE IS AN EXISTING FIRE SPRINKLER SYSTEM IN THIS BUILDING. 7. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WiTHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPO SIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. 8. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 9. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE RYAN / COLLEGE STATION 2009 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CiTY OF COLLEGE STATION STANDARD SPECI NCATIONS FOR STREETS & DRAINAGE. 10. EXTERIOR LIGHTING FOR THE SiTE WILL BE IN ACCORDANCE NTH THE UNIFIED DEVELOPMENT ORDINANCE AND WILL CONSIST OF LIGIITS MOUNTED ON THE BUILDING ONLY, NO POLE MOUNTED LIGHTS ARE PROPOSED. CC C 11. THE BUILDING DOES HAVE A FIRE SPRINKLER SYSTEM. LEGEND j LOT BOUNDARY - BUILDING SETBACK LINES - PUBLIC UTILITY EASEMENT LINE - - -'• - - - - - - -- DRAINAGE EASEMENT LINE - - PUBLIC ACCESS EASEMENT LIN AE EXISTING OVERHEAD ELECTRIC T - T - T - T EXISTING TELECOMMUNICATIONS W W EXISTING WATER GAS EXISTING GAS - ST - ST - ST - EXISTING STORM SEWER PIPE -,moi.`-�� •�`�.'';"'t:''•y::'�; EXISTING SIDEWALK - ST - ST - ST - PROPOSED STORM SEWER PIPE ->•••-->•••>•••- DITCH FLOW LINE PROPOSED BACK OF CURB AND FACE OF CURB PROPOSED SIDEWALK -� - ACCESSIBLE ROUTE PHASE LINE/CONSTRUCTION LIM TS PARKING ANALYSIS REQUIRED PARKING: 37,076 SF WAREHOUSE 1 SPACE PER 1,000 SF 37 SPACES 47,652 SF RETAIL 1 SPACE P R E 350 SF 136 -SPACES 173 SPACES REQUIRED TOTAL 6 HANDICAP SPACE REQUIRED PROPOSED PARKING: 168 SPACES PARKING 6 SPACE HANDICAP PARKING 174 SPACES TOTAL ;.6.191111 V1, a fiff.: �► ,ice �i�4��0 GAO ,, PARKING LOT ADDITIO VICINITY MAP REGENCY SQUARE PHASE 3 8.251 ACRES BEING • • ZONED 112 & 114 HOLLEMAN DRIVE, CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER/DEVELOPER: .Lawson ProperLies 11 LLC SCRULTZ ENGINEERIN I\ :11 ShilohC - No. 12327 1� Bryan,i 1 1• Drivel 979-693-9664• 1 _ College StaLion, Texa3' 77845 I. Box 11995 Bud Nelson College SLaLion, Texa 77842 979. 1311 Wellborn Road College SLaLion, TX 77845 •00 .,.. SCALE VERTICAL N/A HORIZONTAL 111=40' PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHE 0 I I X11—= _ 8 PARKING LOT 81 1 1 nn i i 0 k k L• Y Y t t k t K K r k t e k e t k t k Y k Y r k K K k ff un H � � MAN DRIVE 7 J.•'L •a k k K Y k k + t Y Y l• t :: �� '.. t t t k x K k Y .• k k k k k K k K k k Y k�k t t k k k Y Y e0 k k r k t k � k t Y t °L• t t k k k k t k t Y K k k t k K t t k L k k K �'•° t k K k Y w k k Y k k Y k t 1 r k r K K k r k k Y r 8 t TOTAL SITE AREA 359,414 SF TOTAL DEVELOPED AREA 324,482 SF DEVELOPED AREA THIS PHASE 71,691 SF o SYMBOL SIZE NAME &TYPE 1 0 1 ° 2.1"-3.4" CAL LIVE CAK 8.0" & LARGER (Quercus vi giniana) CANOPY 2.1"-3.4" CAL BRADFORD PEAR ° o NOWCAI DOPY 0 1.25" CAL CREPE MYRTLE (Lagerstoe 'a indica) NON -CA OPY 5 GAL JAPANESE LLGUSTRUM ° SHRUB E) 5 GAL JUNIPER ° ° SHRUB 5 GAL CHINESE H DLLY ° SHRU 15 0 ED 5 GAL DWARF BOTT i BRUSH SHRUB IO 5 GAL DWARF YAL PON ° SHRU 5 GAL BOXWOOD w SHRU ° k K Y k k k Y EXISTING GRASS AREA DISTURBED AREA LIMIT THIS PHASE 0 0 POINTS PER PROJECT AREA: 324,482 SQUARE FEET OF SITE AREA 324,482 SF / 1,000 = 324.5 324.5x 30 = 9,735 POINTS 1 0 ° STREETSCAPE: ((555'-41'-58') / 32) = 14.3 CANOPY TREES ® ADDITIONAL LANDSCAPE POINTS: U 0090 k16 NO -,'--ch.U1,1-tZ, Engineering, 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 JUNE 2011 40 20 0 40 SCALE IN FEET MP! W • ,; , , COLLEGE STATION, TEXAS 8.251 ACRES 7.449 ACRES 1.646 ACRES Item # Plant Type Amount Point/Plant Pioints 1 Japanese Llgustrum 17 10 170 2 Japanese Llgustrum 19 10 1190 3 Boxwood 13 10 130 4 Boxwood 23 10 230 5 Juniper 4 10 1j40 6 Crapemyrtle 1 40 140 7 :Crapemyrtle_ , — 15 _ - -- 40 600 8 Live Oak 5 150 750 9 Bradford Pear 1 40 40 10 Bradford Pear 1 40 140 11 Crapemyrtle 1 40 140 12 Chinese Holly 18 10 80 13 Dwarf Bottlebrush 7 10 " ''70 14 Dwarf Yaupon 5 10 50 15 Live Oak 20 500 19,000 16 Japanese Llgustrum 20 10 �00 17 Juniper 1 10 '10 Total 12,780 r ((555'-41'-58') / 50) x 300 POINTS = 2,736 POINTS TOTAL POINTS REQUIRED: 12,471 POINTS (6,236 P DINTS FROM CANOPY TREES = 50%) TOTAL POINTS PROPOSED: 12,940 POINTS TOTAL POINTS FROM TREES: 10,750 POINTS GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAV NG, DECORATIVE ROCK ( NOT LOOSE, OR A PERENNIAL GRAS S IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW P NTINGS WILL -BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. LANDSCAPE P,AN SCALE VERTICAL N/A HORIZONTAL 1 "=40' PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHE L 12" � 1 AN D M.. ----- PARKING VED 12*x18" reflective finish metal PARK Fab N\ 0 > NT\ r 0 5 25' ACCESS U5, 0. 4 1'.' Uj EASEME < I , k N 284 k k A, ;E k 'j 10'� U E k A, 464 U1 k i, k k k k 46 11 k 0' P.U.E. REE RENE 078/284 > 1::Z_ <l\� 1 "C EX�SiIING mFIRE j HYQR NT M. W_ < MEW PROPOSED ADA SIGNAGE CITY OF COLLEGE STATION L 4 20 L FDC PROPOSED VWATERLINE EASEMENT 3V IF VAN ACCESSIBLE A ADA SIGNAGE 1730/334 i iSPACE AND SIGN LO EXISTING 0 WATER 20' CITY OF COLLEGE STATION GENC SQUARE I,- METER ELECTRICAL EASEMENT BLO 1, LO 17, 18, & 19 ce) 1730/328 YS1 III LP I Z 4'X5' P.U.E. LO Z 10 P.U.E.C-1 4649/81 06 1078/284 It 19 Lo 20' P.U.E. J EXISITIN� 4649/81 LOC TIOI[I 10' P.U.E. ( :f i I ( 1 SJEAM 0 4649/81 Cn 41°59 41 • dl!j 2 EXISTING 84,728 SF BUILDING (0 8 Un 37,076 SF OF WAREHOUSE (PROPOSED) 47,652 SF OF RETAIL (PROPOSED) �ROPFISF� J1 L 7:: 30 LF OF 3-4" U _PVC SLEEVES (2- MIN BURY) 20' CITY OF COLLEGE STATION 0 9 0 tj WATERLINE EASEMENT CY) P) 65 S EXISTING 0 FIRE HYDRANT 1730/334 —T BALL BLOCK 1, LOT 4.1 PROPOSED ADA SIGNAGE EXISTING IFARNY, GEORGE FIRE HYDRANT ( I ZONED R— I PARKINU LOT 0• L 011 J �.`. -.1.0d KIM tkwc� it RE LANE- -----------+IRE LANI 20' CITY OF COLLEGE STATION FENCE CELL TOWER DRAINAGE EASEMENT 30 LF OF 3_4" 1739/33.1 PVC SLEEVES a MIL4 ---------------- N Nn aW1 {2' -MIN BURY BALL FENCE BLOCK 1, _ ` i f i LPT 3 (PT OF) > 4—... IFARNY, GEORGECV M 0 Pur. ZONED R-1 cf) Q.E. P 11007 84 CELL TOWER EQUIPMENT cn 771/103 S SOU H� 20' P.U.E. 00 >1 S 0 DETENTION S POND to BALL BLOCK 1, LOT 4.21 ZONED R-1 VARNY, GEORGE jLOCK 1, LO 7 -4 FIRST BALL (OV UNI#D M.E7:ff ODIST� URCHI� 20' P.U.E.�Sr05` 4 IZONED Rt I 771/103 424 —15" STEEL REINFORCING BARS )/4"R—\ I I CONCRETE PAVEMENT BALL BLOCK 1, LOT 8 BALL BLOCK 1, LOT/ ROBINSON, R IF ETAL X ROBINSON, R ZONED R-1 ZONED R-1 'XXXX 6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) X=6" OR 5" AS SHOWN 014 THE PAVEMENT PLAN 5" PAVEMENT — USE #3 REBAR @ 15" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. r-- 1 40 '20 '0 40 447 YA "R I I 0 5" SCALE �l kEET I i5 0 4 - 6' 17"' 9EVeE10 to W DF R M PECAN TREE ESTATES #1 BLOCK 1, LOT I ONEY HEBVEY LLC ZONE) I R— I CRAWFORD BURNETT PECAN ]WEE ESTATES #f BL CK 1, LOT 2 COLLEGE STATION, BRAZOS 2 RECORD DRAWINGS JPS 8/29/2012 rn PECAN 0 ISSUED FOR REVIEW JPS 8/3/2011 A REVISED PER COMMENTS JPS 7/15/2011 MARK REVISION I BY DATE r-- 1 40 '20 '0 40 447 YA "R I I 0 5" SCALE �l kEET I i5 0 4 - 6' 17"' 9EVeE10 to W DF R 2" 1 3" j Z 1--i—. I I a I U Pj ANCE 3" SEP 014 2012 --t 4" o #4 BARS 44"' X 18- SMOG -H 0 imi iON 11 3 ok�ao I N EXPANSION DOW E Ls DEVELOPMENT SERVICES 0%0 2 1 CURB DETAIL PLAT FILED: V annin N.T.S. THE SEAL APPEARING ON THIS ineeringDOCUMENT WAS AUTHORIZED BY ;SXhultz Eng' y LLC JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 3, 2011. College Station, Texas 77845 '979.764.3900 TBPE NO. 12327 RECORD DRAWINGS SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 AUGUST 2011 V V ,rdrdre'.— FIRM # 123 SCHULTZ ENGINEERING, LLC CC PPPA rP T U".1 61-J21 -1 1 ONS 110'1111: �1 v Mot COLLECE, STATION., TEXAS p( sign 18" DESIGNATED C% PARKING W., 12"x9b reflective finish metal ONLY ay sign 2x2 galvanized steel tube column cn NOTES: set in concrete footing. Provide 1. THE SIGN SHALL BE 12" WIDE BY 18" IN galvanized steel cap welded HEIGHT AND BE MOUNTED IN THE LOCATION to top S I HOWN. of tube. Point tube and cap. 2. SIGN SHALL BE PAINTED ON WHITE 9 0 3 BACKGROUND WITH SYMBOLS, LETTERS, AND 0 � I I I BORDER IN RED. 3 All characters must b 60" minimum above 3. SIGN SHALL COMPLY WITH THE CoCS FIRE larade or sidewalk - FIRE LANE SIGN DETAIL N.T.S. GENERAL NOTES: LEGEND 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND RTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE LOT BOUNDARY PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESIONSIBLE BUILDING SETBACK LINES FOR ANY DAMAGE DONE TO EXISTING FACILITIES: CALL 1-800—DIG—TESS. PUBLIC UTILITY EASEMENT LINE — — — — — — — — — — DRAINAGE EASEMENT LINE 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. PUBLIC ACCESS EASEMENT LINE 3. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM AE EXISTING OVERHEAD ELECTRIC SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DO UMENTS T T — T T EXISTING TELECOMMUNICATIONS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR, ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT R PRESENT W—W— EXISTING WATER AS—BUILT CONDITIONS. GAS EXISTING GAS 4. PAVEMENT DEPTHS: REFER TO SHEET C3 PAVEMENT PLAN FOR PROPOSED PAVEMENT DEPTHS. ST ST — ST EXISTING STORM SEWER PIPE 5. THE TYPICAL BACK OF CURB RADIUS IS 3.5' UNLESS OTHERWISE NOTED ON THE DIMENSIONAL CONTROL PLAN. EXISTING SIDEWALK ST ST ST 6. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AERIAL PROPOSED STORM SEWER PIPE TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION 2005. DITCH FLOW LINE 7. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. PROPOSED BACK OF CURB AND FACE OF CURB. 8. ALL ROOF AND GROUND—MOUNTED MECHANICAL EQUIPMENT ALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISI _E FROM PROPOSED SIDEWALK ANY PUBLIC RIGHT—OF—WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING ACCESSIBLE ROUTE ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANT. 9. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY I . N ACCORDANCE 11MMMM ORMORM PHASE LINE CONSTRUCTION LIMITS WITH UDO. CONCRETE FLUME 10. TRAFFIC IMPACT ANALYSIS NOT REQUIRED FOR THIS PROJECT. ADA ACCESSIBLE RAMP SITE SPECIFIC NOTES; ADA SIGNAGE 1. THE DEVELOPED AREA FOR THIS PROJECT IS 71,691 SF (1. ACRES). V '64 2. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE 100 YEAR FLOODPLAIN AM Al"I"11131111,1^ *rn tric r.r_rvi.m. rLVUL) 1N,5UMMP4%,r_ KAI't MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY NO. 480083, MAP NO. 48041CO182C. EFFECTIVE DATE: JULY 2,1 1992. ACCORDING TO THE PROPOSED FEMA MAP A PORTION OF THE TRACT IS IN THE 500 -YR FLOOD PLAIN. 3. DRAINAGE INFORIVI,�kflb'N AND DETAILS WILL � BE,:PROVIDED ON THE GRADING PLAN. 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGAT10N PLANS. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR. C.O. 6 THERE IS AN EXISTING FIRE SPRINKLER SYSTEM IN THIS BUILG. 7. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN HE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONS'BLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. 8. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED 9. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE B N COLLEGE STATION 2009 STANDARD SPECIFICATIONS FOR WATER SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 10. EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE WIT f THE NOT C-4 k�� IT E PLAN CC CREATIONS PARKING LOT ADDITIM REGENCY SQUARE PHASE 3 8.251 ACRES .BEING LOT 1 R & 2R' ZONED M PECAN TREE ESTATES #1 BLOCK 1, LOT I ONEY HEBVEY LLC ZONE) I R— I CRAWFORD BURNETT PECAN ]WEE ESTATES #f BL CK 1, LOT 2 COLLEGE STATION, BRAZOS M ONE HERVEY LLC ONED R-1 SCALE: 1 40' rn PECAN EE ESTATES #1 BL CK 1, LOT 3 SCHULTZ ENGINEERING, 0 HERVEY LLC 1800 Shiloh Ave. TBPE Firm Reg. No. 12�327 ONED R-1 Bryan, TX 77803 979-693-9664 est. 650 2730 Longraire Drive, cite A M College Station, Texas M CAN YREE ESTATES #1 BL09K f, LOT 4 ONE HERVEY LLC Z9NED R—f PECAN TRZE ESTATES #1 College Station, Texas ?7842 BLOCK - 1, LOT 5 1311 Wellborn Road 979.764.3900 ONEY BERVEY LLC College Station, TX 77845 > ZOIV ED R— I rn 979-693-9644 PECAN TREE ES RTES #f BLOCK 1, LOT 6 ONEY HERVEY LLC ZONED R-4 M > rn _PECAA7- TREE ESTATES j .1 BLOCK f, LOT ONEY HTRVFY LLC ZONj 1,"DR — I M PECAN TREE ESTATES #f BLOCK I LOT 8 `ONEY HEIR'VEY LLC ZONED R-1 PECAN TREE BLOCK 1, ESTATES #1 LOT 9 ONEY HE ZONE L VEY LLC R-1 CAN TREE EST., TES #I BLOC 14 1, LOT 10 ONEY 4TERVEY LLC ZONED R— M 2" 1 3" j Z 1--i—. I I a I U Pj ANCE 3" SEP 014 2012 --t 4" o #4 BARS 44"' X 18- SMOG -H 0 imi iON 11 3 ok�ao I N EXPANSION DOW E Ls DEVELOPMENT SERVICES 0%0 2 1 CURB DETAIL PLAT FILED: V annin N.T.S. THE SEAL APPEARING ON THIS ineeringDOCUMENT WAS AUTHORIZED BY ;SXhultz Eng' y LLC JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 3, 2011. College Station, Texas 77845 '979.764.3900 TBPE NO. 12327 RECORD DRAWINGS SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 10-161 AUGUST 2011 V V ,rdrdre'.— FIRM # 123 SCHULTZ ENGINEERING, LLC CC PPPA rP T U".1 61-J21 -1 1 ONS 110'1111: �1 v Mot COLLECE, STATION., TEXAS p( sign 18" DESIGNATED C% PARKING W., 12"x9b reflective finish metal ONLY ay sign 2x2 galvanized steel tube column cn NOTES: set in concrete footing. Provide 1. THE SIGN SHALL BE 12" WIDE BY 18" IN galvanized steel cap welded HEIGHT AND BE MOUNTED IN THE LOCATION to top S I HOWN. of tube. Point tube and cap. 2. SIGN SHALL BE PAINTED ON WHITE 9 0 3 BACKGROUND WITH SYMBOLS, LETTERS, AND 0 � I I I BORDER IN RED. 3 All characters must b 60" minimum above 3. SIGN SHALL COMPLY WITH THE CoCS FIRE larade or sidewalk - FIRE LANE SIGN DETAIL N.T.S. GENERAL NOTES: LEGEND 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND RTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE LOT BOUNDARY PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESIONSIBLE BUILDING SETBACK LINES FOR ANY DAMAGE DONE TO EXISTING FACILITIES: CALL 1-800—DIG—TESS. PUBLIC UTILITY EASEMENT LINE — — — — — — — — — — DRAINAGE EASEMENT LINE 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. PUBLIC ACCESS EASEMENT LINE 3. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM AE EXISTING OVERHEAD ELECTRIC SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DO UMENTS T T — T T EXISTING TELECOMMUNICATIONS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR, ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT R PRESENT W—W— EXISTING WATER AS—BUILT CONDITIONS. GAS EXISTING GAS 4. PAVEMENT DEPTHS: REFER TO SHEET C3 PAVEMENT PLAN FOR PROPOSED PAVEMENT DEPTHS. ST ST — ST EXISTING STORM SEWER PIPE 5. THE TYPICAL BACK OF CURB RADIUS IS 3.5' UNLESS OTHERWISE NOTED ON THE DIMENSIONAL CONTROL PLAN. EXISTING SIDEWALK ST ST ST 6. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AERIAL PROPOSED STORM SEWER PIPE TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION 2005. DITCH FLOW LINE 7. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. PROPOSED BACK OF CURB AND FACE OF CURB. 8. ALL ROOF AND GROUND—MOUNTED MECHANICAL EQUIPMENT ALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISI _E FROM PROPOSED SIDEWALK ANY PUBLIC RIGHT—OF—WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING ACCESSIBLE ROUTE ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANT. 9. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY I . N ACCORDANCE 11MMMM ORMORM PHASE LINE CONSTRUCTION LIMITS WITH UDO. CONCRETE FLUME 10. TRAFFIC IMPACT ANALYSIS NOT REQUIRED FOR THIS PROJECT. ADA ACCESSIBLE RAMP SITE SPECIFIC NOTES; ADA SIGNAGE 1. THE DEVELOPED AREA FOR THIS PROJECT IS 71,691 SF (1. ACRES). V '64 2. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE 100 YEAR FLOODPLAIN AM Al"I"11131111,1^ *rn tric r.r_rvi.m. rLVUL) 1N,5UMMP4%,r_ KAI't MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY NO. 480083, MAP NO. 48041CO182C. EFFECTIVE DATE: JULY 2,1 1992. ACCORDING TO THE PROPOSED FEMA MAP A PORTION OF THE TRACT IS IN THE 500 -YR FLOOD PLAIN. 3. DRAINAGE INFORIVI,�kflb'N AND DETAILS WILL � BE,:PROVIDED ON THE GRADING PLAN. 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGAT10N PLANS. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR. C.O. 6 THERE IS AN EXISTING FIRE SPRINKLER SYSTEM IN THIS BUILG. 7. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN HE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONS'BLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. 8. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED 9. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE B N COLLEGE STATION 2009 STANDARD SPECIFICATIONS FOR WATER SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 10. EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE WIT f THE NOT C-4 k�� IT E PLAN CC CREATIONS PARKING LOT ADDITIM REGENCY SQUARE PHASE 3 8.251 ACRES .BEING LOT 1 R & 2R' ZONED C-2 112 & 114 HOLLEMAN DRIVE CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 40' JULY 2011 OWNER/DEVELOPER: ENGINEER: Laivson Proper ties 11 LLC SCHULTZ ENGINEERING, LLC. 1800 Shiloh Ave. TBPE Firm Reg. No. 12�327 Bryan, TX 77803 979-693-9664 est. 650 2730 Longraire Drive, cite A College Station, Texas 77845 APPLICANT: P. 0. Box 11995 Bud Nelson College Station, Texas ?7842 1311 Wellborn Road 979.764.3900 College Station, TX 77845 979-693-9644 SCALE VERTICAL N/A HORIZONTAL 111=40' PLOTTING SCALE: 1:1 FILE NAME: 11-161 SHE