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HomeMy WebLinkAboutDrawings-J) CHURCH STREET —' 40' ROW - ASPH. PROP. V SIDEWALK ' `� 1 RZ 331 SF 31.01" 7 8.80. _► �. :. : . REPAINT F LANE ALONG NEW COO TRUCTIONAS REQUIRED..' !34. 4zp .0 _T PROP� 2 If 'FIRFeLANE, BOYETT, I At CIT1,01F PHASE LINE co 00 Ui c6 4 9 Co At 00, A PROPOSEF ' TELEPHONIA L P1 ARCHI U Uj Z� LL BO Wo iL CS C-4 G W W W - W W - W - W PHASE LINE NOTE: PROTECT EXIST. RELOCATED TREE W1 TREE WELL (SEE DETAIL THIS SHEET) LANDSCAPING DURING A CONSTRUCTION W GENERAL SITE NOTES: 1) ALL ROOF- AND GROUND -MOUNTED EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 1501 FROM THE SUBJECT LOT AS MEASURED FROM A POINT FIVE FEET ABOVE 0 GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO PROVIDE A UNIFORM APPEARANCE. 2) 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, ORA PERRENIAL GRASS IS REQUIRED IN PARKING LO ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURIN CONSTRUCTION. 3) IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSUREPRINCIPLE BACKFLO DEVICE, OR A DOUBLE-CHECK BACKFLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. . 4) ALL BACKFLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 5) STRUCTURAL BACKFILL IS REQUIRED IN STRUCTURAL AREAS INCLUDING SIDEWALKS, PARKING LOTS, AND DRIVEAISLES WHERE WATE AND SEWER LINES ARE PROPOSED PER CITY OF COLLEGE STATION STANDARD DETAILS AND SPECIFICATIONS. 21 1/4" RAD. 4Y - .0 4_0 PAVERS. S =E DETAIL 04 HIS SHEE r C0 EXISTING TREE TO REMAIN, TYP. ,to EXIIck PAVER ELEV) * L-4 4 #4 BARS @ IT OCEW-V CURB W/ PAVERS SCALE: NOT TO SCALE PROJECT BENCHMARK ,SELED SQUARE AT CONSTRUCTION JOINT IN SIDEWALK AM UNITED METHODIST CHURCH APPROX. 75' NORTH 01 INTERSECTION OF CHURCH AND COLLEGE MAIN. ELEVATION = 351.73 (NGVD 29) FIRM MAP: 77t-411.1 DATA: J" 7 ARCHITECT: , 1 7 01 L G EXIST. GAS LINES 6.71 203 COLLEGE MAIN SLC EXIST. BURIED ELECTRICAL - zn-�,#`gs hk shiiiI us8"the ,�OYETT, BLOCK 1, LOT 20 EXIST. SITE POWER -vii rns:ave. dwg' R18506 T BAPTIST GENERAL CONVENTION EXIST. STORM LINES TEXAS ENGINEER -/ OF -ZONED_NG4_ EXIST. BOLLARD EI -0-(0 EXIST. AREA LIGHTING W/ TREE EXIST. STREET LAMPS =� SIL HIS SHEET) PROP. 2" WATER PROPOSED WATER SVC. (DOM). PROPOSED 2" WATER METER INSTALLED PER B -CS BRICK PAVERS STANDARD IVIWAMU UPC I AIL0 City of College Station Site Design Standards PROPOSED 2" WATER VALVE INSTALLED PER B -CS & STANDARD DETAILS Min. 20' 10 LOCATION .................... MELISSA P. THOMAS 98398 J. - FINAL 4-20-09 N LEGEND C3 W-4 W W V+ --o CV 0 0 8, C D n 02 U-1 O%C>LU C:) C5 j�; :1� LU 0 < Lt 0r=_ C=) C=> C%4 LU 00 F- FqT_. ry Cz < >< 0 cc C> Cr) cj:) ca LU SAWCUT LINE, TYP. Block 28 1, Wts 14-18, Lots 24- (R18498) acres EXIST. FIRE HYDRANT, TYP. Map nel48041C0143C thin 5 Year Floodplain Area) oi� Lot, moster Pad Lot, ur , Re�st m, Parking Lot, Dumpster Pad � ir-clal (,Public Restroom) W EXIST. WATER LINES !RkO Sprinkled? EXIST. WATER METER BOX 1 22 FT No 011e ,c Stptio n Capital Projects Dept. C exos ) nole st 1, — a til SS— EXIST. SAN. SEWER LINES i -9779-1 6., -3628 one: 9, FIRM MAP: 77t-411.1 DATA: J" 7 ARCHITECT: , 1 7 01 L G EXIST. GAS LINES 6.71 203 COLLEGE MAIN SLC EXIST. BURIED ELECTRICAL - zn-�,#`gs hk shiiiI us8"the ,�OYETT, BLOCK 1, LOT 20 EXIST. SITE POWER -vii rns:ave. dwg' R18506 T BAPTIST GENERAL CONVENTION EXIST. STORM LINES TEXAS ENGINEER -/ OF -ZONED_NG4_ EXIST. BOLLARD EI -0-(0 EXIST. AREA LIGHTING W/ TREE EXIST. STREET LAMPS =� SIL HIS SHEET) PROP. 2" WATER PROPOSED WATER SVC. (DOM). PROPOSED 2" WATER METER INSTALLED PER B -CS BRICK PAVERS STANDARD IVIWAMU UPC I AIL0 City of College Station Site Design Standards PROPOSED 2" WATER VALVE INSTALLED PER B -CS & STANDARD DETAILS Min. 20' 10 LOCATION .................... MELISSA P. THOMAS 98398 J. - FINAL 4-20-09 N P�IRMNQITA C3 W-4 W W V+ --o CV 0 0 8, C D n 02 U-1 O%C>LU C:) C5 j�; :1� LU 0 < Lt 0r=_ C=) C=> C%4 LU 00 F- FqT_. ry Cz < >< 0 cc C> Cr) cj:) ca LU A7AU MR ARYZP3 Block 28 1, Wts 14-18, Lots 24- (R18498) acres Spaces (3- STD. + 3 HC) Map nel48041C0143C thin 5 Year Floodplain Area) oi� Lot, moster Pad Lot, ur , Re�st m, Parking Lot, Dumpster Pad � ir-clal (,Public Restroom) F0et I11s �j (1 Height Sprinkled? 10D �j 1 22 FT No 011e ,c Stptio n Capital Projects Dept. C exos ) nole st 1, — a til F—Edv Ord McDonald i -9779-1 6., -3628 one: 9, pmod naid@cstx.gov -es- A�,As oni 3t Inc !a6tmE -k D dl\le Suite #200 star, in, T 77840 ,t: An few,Hjawkins, AIA one: 9 9-6,3.3179 Kns "holster-arch.com i s il erlEng neering, LLP Ashford) Dries, Suite 102 a Station, Texas 77840 ,t: 1M ej sa Wojoas. PE one: 0-884:0 mthn I as0nessnerengineering.com P�IRMNQITA U TION EXISTING PARKING SPAC Spaces (3- STD. + 3 HC) Motorcycle PROPOSED PARKING SPAS C ;.S: Spaces (2 STD. + 3 HC) Motorcycle U' D ILITY - , WANDS MIN. WATER DEMAND: 0 5p01_ 1 111 , MAX. WATER DEMAND: :!5.2 gpm, U oak Flow =Avg. Daily Flow* 4)_ I AVE. WATER DEMAND: 1 3.8 gp 1 1 1 I MAX. SEWER LOAD: 6 1 992gp, 1(ased on 16 hour day usage) �I Clearance PROP. &SAN. PROPOSED SAN. SEWER ­79EWER kVER EL —18!1 RCP PROPOSED STORM LINES PROPOSED 6" CONC. PAVEMENT - PER B -CS STANDARD DETAILS 7 Grate Opening (specify min. PROPOSED 8"CONC. PAVEMENT clearance of trunk). PER B -CS STANDARD DETAILS Ci CU Structural Tree Grate PROPOSED HC STRIPING, TYP. Soil Brick Pavers CONSTRUCTED PER B -CS NOTE: Bicycle racl, C1 STANDARD DETAILS & SPECS. Columbia Cascade EUVATNON Drainage Pipe, 1%&RTIFICATE PROPOSED HC RAMP, TYP. Tied to ____ ® CONSTRUCTED PER B -CS Storm Sewer BICYCL, STANDARD DETAILS & SPECS. City of College Stat REOUIRED Prepared Subgrade D 44 PROPOSED 4"CONCRETE D +2! SIDEWALK, CONSTRUCTED REV C3 +T PER B -CS STD. DETAILS n" parktrag Ick is geci D +4! PROPOSED 11/2" TYPE C HMAC co NOT REQUIRED OVER 8- COMPACTED BASE, CONSTRUCTED PER B -CS STANDARD SPECIFICATIONS. n - t+ Droval`bv. cul C)CO PROPOSED STD. CLEANOUT CONSTRUCTED PER B -CS 'ill �lp Aad DEVEU STANDARD DETAILS t PLAT F 0 PROPOSED DBL. CLEANOUT by..,44pli! company" ........... Yss W 8c zt CONSTRUCTED PER B -CS STANDARD DETAILS 5l}" squarth"dtameterxpandiale FT PROPOSED EMERGENCY TELEPHONE CALL BOX . .... .... tiffsgmpi Ad" e ikia -4 cu RELOCATED PARKING METERS G av SS SS DTL DRIVEWAY THROAT LENGTH SLCEXISTING TREE TO REMAIN TREE PLANTER & GRATE Cityof College Station Site Design Standards C:) < 0 U -i qj1EyjEWFEi5AOR �. •� a � OMPLIANCE Uj ;::c LU F— APR 2 8 2009 Cn C> < co 1014 8W E, CD 88 )ps Model 2175 by Z: RAC K Site;DeS gn Standards WE r"R FLU N t 2 09G. Per Engineenng ICES 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763,77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineedng.com PROJECT NO. 08-0256 DRAWN BY: DAL CHECKED BY: mej CONTMC—T ISSUE DATE: om B-og- REVISIONS A A A DRAWING TITLE DRAWING SHEET NUMBER SITE & DIMENSION CONTROL PLAN SHEET OF FJ keg go ff 6 V w w i "wlrx-es'wat w._._.....w ,_-_..._... -_ .� _.--, w_ w w w w w w w CHURCH STREET Z _.._ PHASE LINE-. -- ' 140'R ASPH. /— SAWCUT RELOCATED TREE W/ TREE WELL NEW EE W/ TREE WELL (REF. LANDSCAPE PLAN & DETJkIL THIS SHEET) — — -- — -. -------- - . A 1 • 331 SF 1 • .� • ' -=" 27.13` cn . ' • ' •• ey oo. 4 REPAINT FIE NE ALONG** • . NEW COS ,RUCTION•AS REQUIRED. . ' . ' . ' . ' . . i , .. '• , '. , c`i 3 REPAINT" FIR PRQP. 23` NEW.. CON�TI ',FIRE LANE• . REQUIRED. . l T_ 4-1 BOYETT, BLOCK 1, LOTS 14-18 1 W I AND LOTS 24-28 z R18498 W CITY OF COLLEGE STATION ¢ I ZONED NG4 a I � I w z� � RS 00, R20001 _ W W w w w w "00 ` I v wo ( (L w En 0 N 3Stt:f SS SS Ss SS SS SS A GENERAL SITE NOTES: 1) ALL ROOF- AND GROUND -MOUNTED EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' FROM THE SUBJECT LOT AS MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO PROVIDE A UNIFORM APPEARANCE, 2)100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERRENIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 3) IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSUREPRINCIPLE BACKFLOW DEVICE, OR A DOUBLE-CHECK BACKFLOW DEVICE, AND INSTALLEI PER CITY ORDINANCE 2394. 4) ALL BACKFLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 5) STRUCTURAL BACKFILL IS REQUIRED IN STRUCTURAL AREAS INCLUDING SIDEWALKS, PARKING LOTS, AND DRIVE AISLES WHERE WATER AND SEWER LINES ARE PROPOSED PER CITY OF COLLEGE STATION STANDARD DETAILS AND SPECIFICATIONS. PAVER ELEV) .PROJECT BENCHMARK CHISELED SQUARE AT CONSTRUCTION JOINT IN SIDEWALK AT A&M UNITED METHODIST CHURCH APPRnx_ 751 NnRTN nF 203 COLLEGE MAIN BOYETT, BLOCK 1, LOT 20 R18506 BAPTIST GENERAL CONVENTI OF TEXAS ZONED NG4 TREE WELL JF I l / —' JJ77JJ -- �S - - — — i SAWCUT LINE, TYP. .... -- — PHASE LINE OF CONSTRUCTIO --- EXIST. FIRE HYDRANT, TYP. W EXIST. WATER LINES [� EXIST. WATER METER BOX SS EXIST. SAN. SEWER LINES - G — EXIST. GAS LINES SLG EXIST. BURIED ELECTRICAL `— — EXIST. SITE POWER --- -- EXIST. STORM LINES PROPOSED USE: EXIST. BOLLARD 0-0-0 EXIST. AREA LIGHTING I LI EXIST. STREET LAMPS PROP. 4" WATER PROPOSED WATER SVC. (DOM)....._.._ ` 2,1 ( 16' -3" No PROPOSED 1 1/2" WATER METE O INSTALLED PER B -CS STANDARD DETAILS PROPOSED 2" WATER VALVE `-- INSTALLED PER B -CS ' STANDARD DETAILS PROP. 6" SAN. PROPOSED SAN. SEWER _ .._:SEWER_..._ I 18" HDPE PROPOSED STORM LINES "'7 PROPOSED 5" CONC. PAVEMEN ilege Slatio ,' IX 77840 PER B -CS STANDARD DETAILS ntact: 4ndr uy Hawkins, AIA PROPOSED 6" CONC. PAVEMEN lephono,: 97, -693-3179 PER B -CS STANDARD DETAILS mail: a liaw, ns@holster-arch.com PROPOSED HC STRIPING, TYP. CONSTRUCTED PER B -CS °: STANDARD DETAILS & SPECS. « PROPOSED HC RAMP, TYP. CONSTRUCTED PER B -CS 1=J STANDARD DETAILS & SPECS. ail 'e Super CycLoops Model 2175 by PROPOSED 4" CONCRETE n SIDEWALK, CONSTRUCTED PER B -CS STD, DETAILS de or PROPOSED 11/2" TYPE C HMAC EXISTING PARKING SP � OVER 8" COMPACTED BASE, 6 Spaces (3 STD. + 3 HC) CONSTRUCTED PER B -CS PROPOSED PARKING S STANDARD SPECIFICATIONS. CO PROPOSED STD. CLEANOUT O CONSTRUCTED PER B -CS MAX. WATER DEMAND:! STANDARD DETAILS 8CO PROPOSED DBL. CLEANOUT MAX. SEWER LOAD:; CONSTRUCTED PER B -CS STANDARD DETAILS PROPOSED EMERGENCY TELEPHONE CALL BOX nP RELOCATED PARKING METERS DTL DRIVEWAY THROAT LENGTH gp� EXISTING TREE TO REMAIN ;ity of College Station Site Design Standards Min. 20' Clearance TREE PLANTER: & GRATE City of College Station Site Design Standards ITE DA S MMARY .•.::; ��`` •�t � a �1 �, tri oyett, Block Lots 14-18, Lots 24-28 (R18498) .:`A�i�: :..�'� .•:r #rvnz� 0.26'1 a ; ,res I ZONING: CRt I; •u �s r FIRM MAP: Site ne A Map Panel 48041CO143C Prepared of within 50 Year Floodplain Area) EXISTING USE: arMg Uot, D mpster Pad PROPOSED USE: ublic Re tro jn, Parking Lot, Dumpster Pad BUILDING TYPE: I LI OD PROPOSED BUILDING DATA: quare F et ( Height Sprinkled? ` 2,1 ( 16' -3" No OWNER/CLIENT: ity ofC jleg' (Station Capital Projects Dept. 13 ex ,s /4 nue Ilega atio ', TX77845 JAS - 2009 ntact: Edw; McDonald ' lephon ' : 97 764-3528 3RICK PAVERS mail: a cdo ald@cstx.gov ARCHITECT: ;ity of College Station Site Design Standards Min. 20' Clearance TREE PLANTER: & GRATE City of College Station Site Design Standards D ITE DA S MMARY LEGAL DESCRIPTION: %..#r\ oyett, Block Lots 14-18, Lots 24-28 (R18498) DISTURBED AREA: 0.26'1 a ; ,res I ZONING: Storm Sewer City of Colleq G1'' FIRM MAP: Site ne A Map Panel 48041CO143C Prepared of within 50 Year Floodplain Area) EXISTING USE: arMg Uot, D mpster Pad PROPOSED USE: ublic Re tro jn, Parking Lot, Dumpster Pad BUILDING TYPE: I LI ommerojal ( ublic Restroom) PROPOSED BUILDING DATA: quare F et ( Height Sprinkled? ` 2,1 ( 16' -3" No OWNER/CLIENT: ity ofC jleg' (Station Capital Projects Dept. 13 ex ,s /4 nue Ilega atio ', TX77845 JAS - 2009 ntact: Edw; McDonald ' lephon ' : 97 764-3528 Grate Opening (specify min. mail: a cdo ald@cstx.gov ARCHITECT: I oister &I Wss iates, Inc. ..rt 7,��Gmner 07 Eas'tma; Drive Suite #200 ciearanceoftrunk). ilege Slatio ,' IX 77840 ntact: 4ndr uy Hawkins, AIA lephono,: 97, -693-3179 cs mail: a liaw, ns@holster-arch.com ENGINEER essner Engineering, LLP °: 01 AshiFprd Drive, Suite 102 « liege S;tatioo, Texas 77840 NOTE: Bi ontact: Melissa P. Thomas, PE ail 'e Super CycLoops Model 2175 by C) n mail: mt i om s@gessnerengineenng.com �I de or RKING ITABULATION EXISTING PARKING SP � ES: 6 Spaces (3 STD. + 3 HC) F3—motorcycle PROPOSED PARKING S CES: (5 Spaces (2 STD. 3 HC) I UTILI DEMANDS MIN. WATER DEMAND:; O gp MAX. WATER DEMAND:! 55:2 gpm (Peak Flow =Avg. Daily Flow• 4) AVE. WATER DEMAND:; MAX. SEWER LOAD:; 52,992 pd 1 (Based on 16 hour day usage) D L %..#r\ Tied to Storm Sewer City of Colleq 0W Station Site Design Standards Prepared - REVIEW_Q � Z cn o I LI ks. i;t=a::poai€ ` A 07 owc�g JAS - 2009 .I— z O w Grate Opening (specify min. . W ..rt 7,��Gmner C E-- ciearanceoftrunk). _" a- r COLL UL S ArION E NGINEERINIM cs Tree Grate �— Brick Pavers NOTE: Bi racks racks ail 'e Super CycLoops Model 2175 by C) n l•k 1712 South t P Columbia Ci de or app ved equivalent. �� O 0 J rainage Pipe I CYC L %..#r\ Tied to Storm Sewer City of Colleq ' - Station Site Design Standards Prepared Subgrade ks. i;t=a::poai€ A 07 owc�g $ ( r) FIE a ..rt 7,��Gmner oiictrtfctcif Engineering i�ik�vat.da%ipfn .. u " ,) q n l•k 1712 South t P wes My, Ste 105 College Station, Texas 77840 -. s' P.O. Box 10763,77842-0763 `ICES 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerenginee6ng.com DRAWING TITLE SITE & DIMENSION CONTROL PLAN DRAWING SHEET NUMBER _ � s 111 11 �r�..��00��0 ��������-.■� - .. . � ` III III ( �������� ����� • ~REPAINT F LANE ALONG NEW CON. TRUCTION AS I 'REQUIRED. I _ - 1, I 1 �- - - •'S:, PHASE LINE I 0 l LO 0 co I -� V Rg 00, 00, J , PROPOSE -- TELEPHON� LL ARCHI `� , UR '•/ � / Ery:, w / zzAl � �IJJ W bo W �V/ W W f G ____ G _ I W GENERAL SITE NOTES: 1) ALL ROOF- AND GROUND -MOUNTED EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' FROM THE SUBJECT LOT AS MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE_ BUILDING ARCHITECTURE AND SCALE TO PROVIDE A UNIFORM APPEARANCE. 0 2)100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERRENIAL GRASS IS REQUIRED IN PARKING LO ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURIN CONSTRUCTION. 3) IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSUREPRINCIPLE BACKFLO DEVICE, OR A DOUBLE-CHECK BACKFLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. 4) ALL BACKFLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 5) STRUCTURAL BACKFILL IS REQUIRED IN STRUCTURAL AREAS INCLUDING SIDEWALKS, PARKING LOTS, AND DRIVE AISLES WHERE WATE AND SEWER LINES ARE PROPOSED PER CITY OF COLLEGE STATION STANDARD DETAILS AND SPECIFICATIONS. 2' 1/4" RAD. 15" LO QUO I I EXISTING TREE TO REMAIN, TYP. .10 EXIST. PAVER ELEV) "� �, Ii ...rte......... PAVERS. S E DETAIL ' 94 THIS SHEE r j 6 ° 4:v 4. °. ° . • tr. a CID #4 BARS @ 12" OCEW CURB W/ PAVERS SCALE: NOT TO SCALE PROJECT BENCHMARK ISELED SQUARE AT CONSTRUCTION JOINT IN SIDEWALK, k&M UNITED METHODIST CHURCH APPROX. 75' NORTH OF INTERSECTION OF CHURCH AND COLLEGE MAIN. ELEVATION = 351.73 (NGVD 29) \ ARKIN ` U z ,—�� � � rri � � 01 w 0a C3� w ry 01 J O = W I— I ;tt, loch 1, Lots 14-18, Lots 24-28 (R18498) LEGEND I' XMap Panel 48041 C0143C ( SAWCUT LINE, TYP. c F stom Parking Lot, Dumpster Pad / ter t As 3ociates, Inc. ' E tm rk Drive Suite #200 ige tati n, TX 77840 act Andrew Hawkins, AIA ,••� I il: aL ha kins@holster-arch.com EXIST. FIRE HYDRANT, TYP. As, Otbrdl,Drive, Suite 102 ;getation, Texas 77840 act Mel ssa P. Thomas, PE 3ho e: 979-680-8840 il: njthor�as@gessnerengineedng.com ' 55.2 EXIST. WATER LINES Bre W 13.8 pm EXIST. WATER METER BOX aqui sf' s�de1 52,99 gpd EXIST. SAN. SEWER LINES BtC`- SS G — EXIST. GAS LINES 713/16" 7jS" x 2 3,�8" (�i�n�mum Heght(T)ckna�ss • 2-318.1.` �Fra(rot>lal d�menSzans are'rtomital) 203 COLLEGE MAIN SLC EXIST. BURIED ELECTRICAL BOYETT, BLOCK 1, LOT 20 — — EXIST. SITE POWER Apprav�d br"ick patierns ane as.fcillowa._ .SII sid;--walksiori.the:same block shall use -- R18506 ;M.29 k.., ..•.. a BAPTIST GENERAL CONVENTION EXIST.:STORM LINES OF TEXAS ZONED II EXIST. BOLLARD I EXIST. AREA LIGHTING )ARE W/ TREE EXIST. STREET LAMPS DETAIL THIS SHEET) PROP. 2" WATER_ PROPOSED WATER SVC. • (DOM) PROPOSED 2" WATER METER O INSTALLED PER B -CS B STANDARD DETAILS Cifi %S PROPOSED 2" WATER VALVE \ INSTALLED PER B -CS - — STANDARD DETAILS PROP. 6" SAN. PROPOSED SAN. SEWER SEWER T. PAVER ELEV) / 18" RCP PROPOSED STORM LINES PROPOSED 6" CONC. PAVEMENT Ci D PER B -CS STANDARD DETAILS / PROPOSED 8" CONC. PAVEMENT / PER B -CS STANDARD DETAILS CPROPOSED HC STRIPING, TYP. / CONSTRUCTED PER B -CS / C, STANDARD DETAILS & SPECS. 4ctERJTi�"JwX..I� - / ELEVATION PROPOSED HC RAMP, TYP. _----CER7 II'•1CATE® CONSTRUCTED PER B -CS 'STANDARD °DETAILS &`SPECS. / 17 REQUIRED O PROPOSED 4" CONCRETE J ❑ +1' SIDEWALK, CONSTRUCTED ® +2V PER B -CS STD. DETAILS E3 +3' PROPOSED 1 1/2" TYPE C HMAC urn \, OVER 8" COMPACTED BASE, also p NO alED CONSTRUCTED PER B -CS Ita>se STANDARD SPECIFICATIONS. high back ; VV v CO PROPOSED STD CLEANOUT the{ DISTURBED AREA: like] r C3 FIRM MAP EXISTING USE: PROPOSED USE: BUILDING TYPE: PROPOSED BUILD DATA: OWNER/CLIENT: � s Mill, I - i a Dpening �z 003.1 0 \'I me iaLQPublic Restroom) ARKIN ` U z ,—�� � � rri � � 01 w 0a C3� w ry 01 J O = W I— II SUMMARY ;tt, loch 1, Lots 14-18, Lots 24-28 (R18498) 26,crest I' XMap Panel 48041 C0143C wit in 500 Year Floodplain Area) Ing ot, Dumpster Pad c F stom Parking Lot, Dumpster Pad me iaLQPublic Restroom) ARKIN }, CU ' � 0 Cn /'1 v 06 S. 0 C ♦ z ° z z zQ _j ° � O O O U 00 = r � C� CU Q > ° Q CU- E co _4-0 � Ci-) w CD - Ire feet' sfl Height Sprinkled? 2,1�Q5 22 FT No of CNIe& Station Capital Projects Dept. Te as ' 'venue ge Sta,ion, TX 77845 pct Ed' ;ard McDonald Yho e: 9,9-764-3528 il: ncd('nald@cstx.gov ter t As 3ociates, Inc. ' E tm rk Drive Suite #200 ige tati n, TX 77840 act Andrew Hawkins, AIA �hoj�e: 9 9-693-3179 il: aL ha kins@holster-arch.com ;ne -j Engineering, LLP As, Otbrdl,Drive, Suite 102 ;getation, Texas 77840 act Mel ssa P. Thomas, PE 3ho e: 979-680-8840 il: njthor�as@gessnerengineedng.com I I I y min. ice of trunk). W ARKIN TABULATION J o EXISTING PARKING SR CES: OQ 6 Spaces (3 STD. + 3 HC) 3 Motorcycle PROPOSED PARKING E ACES: I 5 Spaces (2 STD. + 3 HC) <c Z U) o I', 5 Motorcycle ¢ W F - UTILIj 11Y DEMANDS MIN. WATER DEMAND: 10 g m I' Columbia Cascad MAX. WATER DEMAND: 55.2 pm I (Peak Flow =Avg. Daily Flow* 4) AVE. WATER DEMAND, 13.8 pm Storm Sewer MAX. SEWER LOAD: 52,99 gpd (Based on 16 hour day usage) y min. ice of trunk). W c1_ uu O w , J o U oC OQ O MJ W oui r� Ite <c Z U) o ick Pavers ¢ W F - NOTE: Bicycle r�q ks s Columbia Cascad or, )rainage Pipe fled to B' C C E Storm Sewer i City of College St•, ion Prepared Subgrade 3 ,gC50Cl r% curage. REN 1 lig Cdr _I- I - W W \x. Z" Water W CONSTRUCTED PER B -CS Thp hnftnm aftha fid Shnulrl hp ke to �n anr� lania� Grnl Ghntcld h�:cad �tiatpt�.iOn STANDARD DETAILS tlae'ogrnal sill to. encourag,Foatsia escaperat jiha beantoi.rrounding soil; ti J � `I '� f 8co PROPOSED DBL. CLEANOUT Thee Grate 'Parkway Ccilection Madel # It 8738 ►1 by Neenah FoundEy t+ompany, Crr egiivafe�t'sub3ect t� approval 4��th Aldtrnisraor Sys pEckure below. 1l „W �J — s� tiJ W W W W CONSTRUCTED PER B -CS � o ' Ex. 8 PVC STANDARD DETAILS .. n n. 60 square wtkh 16 ..diameter expandable 1Tee openrng Bolted lg>?,t +i�panrn grates= o 04 _ �' \ QT PROPOSED EMERGENCY `�D 1/�nx1� i/B"x5 cje°) Fir isegnr #i: or o — G — — — — — — — — — — T — — TELEPHONE CALL BOX wrthoptsCO ub oafi°Ii4Eri�nQ w ; ' l QP RELOCATED PARKING METERS tree grates and frames shall t+e at cast ` ` 6 - J / tron Grimy Iron +ung.. shall cfln'rn ,lio` _ / \ a A S T !! A-?SClassS c�rheiter x. 81, PVC 11. Sewer % S., on � /o S� S'S —ISS SS �. SS SS SS �� - DTL DRIVEWAY THROAT LENGTH — - SI C — L _ _ g �✓ SLC _ EXISTING TREE TO REMAIN TREE PLANTER & G RATE f,/ r•^ /77 / 1 J City of College Station Site Design Standards IrE I1AR 3 0 2009 ON Gjuw-� i lul §1 1 j,=_' )er CycLoops Model 2175 by :quivalent. o' .✓ K )esin Standards =D FOR O ti. N O c�fl U PROJECT TITLE & DESCRIPTION Uj c1_ uu O w J o U oC OQ O MJ W oui <c Z U) o W ¢ W F - `LI z W o PROJECT NO. 08-0256 1 NCE Ge ner DRAWN BY: DAL 12 09 �� CHECKED BY: MPT Engineering CONTRACT ISSUE DATE: o3 -18!-o9 .i lAI SON 1712 Southwest Pky, Ste 105 REVISIONS DEV 0PM I� S College Station, Texas 77840 0 Pl.A ILED.• T P.O. Box 10763, 77842-0763 A 979.680.8840 (Phone) 0 979.680.8841 (Fax) Q www.gessnerengineenng.com 0 DRAWING TITLE DRAWING SHEET NUMBER SITE & DIMENSION CONTROL PLAN r hl • _ _ _ . , SHEET 2 OF 5 c1_ uu O w J o U oC O MJ W � PROJECT NO. 08-0256 1 NCE Ge ner DRAWN BY: DAL 12 09 �� CHECKED BY: MPT Engineering CONTRACT ISSUE DATE: o3 -18!-o9 .i lAI SON 1712 Southwest Pky, Ste 105 REVISIONS DEV 0PM I� S College Station, Texas 77840 0 Pl.A ILED.• T P.O. Box 10763, 77842-0763 A 979.680.8840 (Phone) 0 979.680.8841 (Fax) Q www.gessnerengineenng.com 0 DRAWING TITLE DRAWING SHEET NUMBER SITE & DIMENSION CONTROL PLAN r hl • _ _ _ . , SHEET 2 OF 5 7���-1•��i�7��i�'7`T'� Imemmmil. _ PROP. CONC. PAVEMENT REINFORCED W/ #4 BARS @ 12" O.C.E.W P 5" COMPACTED LIMESTONE FLEX BASE MATERIAL. 6" COMPACTED LIME STABILIZED SUBGRADE MATERIAL. PROP. ASPHALT TO PROP. CONCRETE PAVEMENT DETAIL NTS MATCH EXISTING CURB ELEVATION %2' BITUMINOUS OR OTHER APPROVED EXPANSION JOINT EXIST. HMAC PAVEMENT, FILLER W/ %" SEALANT BASE MATERIAL, AND SUBGRADE 347'.68T P -- PROP. CONC. PAVEMENT REINFORCED W/ #4 BARS @ 12" O.C.E.W EXIST. ASPHALT TO PROP. CONCRETE PAVEMENT DETAIL NTS MATCH EXISTING CURB ELEVATION 5" COMPACTED j ,j,: •77t . ' ' 7Y LIMESTONE FLEX DRAWING TITLE BASE MATERIAL. ` li71 - 0 i COMPACTED dQ,� n nC MAIMM i irTroc cci L" IME STABILIZED \�\ SUBGRADE MATERIAL. EXIST. ASPHALT TO PROP. CONCRETE PAVEMENT DETAIL NTS MATCH EXISTING CURB ELEVATION ' 347.92 TC .347.60'TP♦-=\-�� '-- } 347.42 TP - -, • - 4� 347.87 TC EJ. EJ EJ J i i i_(_ I 348.21 .TR tai CAM j ,j,: •77t . ' ' 7Y u-7 s i- .. DRAWING TITLE - :FIELD- ERIE-Y)�.'I_- Z% AX. -MiF;-A MATCH EXISTING TO ` li71 - t� :, i CATM . Br4BIFI (�. ;_iii dQ,� n nC MAIMM i irTroc cci ' 347.92 TC .347.60'TP♦-=\-�� '-- } 347.42 TP - -, • - 4� 347.87 TC EJ. EJ EJ J i i i_(_ I 348.21 .TR tai CAM j ,j,: •77t . ' ' 7Y u-7 s i- .. DRAWING TITLE 348.71. TC arlc�:3 ._ 348.053 li71 - t� :, i CATM . Br4BIFI (�. ;_iii Him vaaN Ex. 2 EXIST. STORM LINES 1' - - 9- ago 197M 0. Eff- 0 3-8.4 PROPOSED SPOT ELEVATIONS 3I I9 I PROPOSED CONTOURS PROPOSED 6 CONC. PAVEMENT I II i0�: iii i+Dd on' iu :41'I �1Z.. its 81� 81b F# I qs MATCH EXISTING U2 1 4CE'(< 4i6 TOP OF PAVEMENT CJ C ' C'�. --' . CJ . ( �. C'J - CJ ' CJ ,.Channel Number', b.9 �►1t ' a1�d '� ` _ ..,�, rt �. a.. f, � r J '( f a I1 A ,:�f 3�+p ,fj� 7 x`M ��i'{' I,§ 5�� � v ,s,_. X�^:t��Yl� •Y 6`� ,y� Ch�r>ine Numbff sA: ..: ori �13� M1 ll■7 ' Dl X` � . v` ,pal zF. 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Fif y'ry if••'n rs yi,� l:.£ � a "� 'eh��P ` �' 1 s.:.� 63` 73 1'0=15116 11 �1I4`. 11A14 Yh3T f - rE � T 3 v' '•' i ,5 J'} ` a U t ` �4„� ' ✓ 5 A M 4, 7(5 i .�' 4 ?�C.L _.:c'i�4Y �'y 5�3 }.•� t§ y �.. f �. ' .. � z..- } j y 'y�'="Y�y Iasi{)tlTq Y- "��`^'j x'.j Irl£ S� ��3�.'�.r- � �k •r J. Zfi .' Yy �`11,T J� i`1}tl �t�S�L.s��...'Y .t+?% '^4.#i?.-aa�sT 1•+���`�€ �.0 . ' 6+ �a t 'r 3q ��"x`z r '- i�" -.i.. i- .f r+%' ', f i l yyy �"S � } 'Ykr `E Sa n;,* F `, tai t1 h 3: d:.. _,.,._ �H.w�.��_��G� ��, l�Ti . Ar. �} y .1arz� x t F �ir � � ''a f - +�??.. ,� �i �. ,�4 . 6 A C.). . . -` 348.68 TP ' :: 348.05 T EJ -'.IN ,a. �- 49 07 7`C_` -i_._`3`49 22 1'e .�_j-.-1-r- My� 2•'':C '; r �+:. sns t�'f� 'i�; i MATCH EXIST. TOP OF CURB �. = .E___- a t x t} 5i- i •,�. }? V,- -a't ytx #. r <' t t4 ST 7 �� i T-, 3f , �•` t F E 35 00 z, ;N t .> li y.,.ks 2 9._4.9.G1 3�J :�i t a S a r ���3,�ft�'tlk"�} t�•`�t'T � E.ft" 4 � 'v � 3 � 4.. t�+� i * rrlt`7 to J m' S c a t g {x ,[4?' z x 1 -: ' • ./� ! I �. ! ><Oi:€Rafl+'gi'� CUT C '1 MATCH EXISTING ! ! ! TOP OF PAVEMENT . ?L P. C _ � +349 9 "`r' 49.211 cQn'48' i;9. i"449.17/ C - - - -y 49, 9i *348.43 TP , i . 34 9.29JS �. 348 j -S-148.40 ' 7j. ! - 1 348.39 3 61-f P _ FROM EXISTING CURB TO PROP. CURB & GUTTER 34'/.97 f.' �z 49.01 TC I yi DL- L 1__ OTE' , i R EMOV � - E RPL ACEr E E S� �B RI K I i t r e 1 _ i i _ J. AV-ER�-WffHIV AREAS OFIPRQPgSE T IT, .10 64 I .60 TO STEP .10 TP TOP 348.. . (MATC 1 , R ELEV) FOP 348.75 349.38 X .9.5� - C' <. C)N TRUE LUN _ ATCH EXrSTI1=CEV . i TOP 348.75 _!_ r i I _..: , , / , i i i (MATCH EXIS PAVER .r , / =MATCH;EXIISTING-PAVER PATi'E NL- - t 3 ��•• SEE I`f EP LAN FOR DET i -� AIL 1 y� _ i i 1 _ cl ! i R EMOV E R P E LACE EX S .B __ - r , RIC AVERS WITHIN AREA OF PROPOSED fop of Crate r i r � V UTILITY TRENCH (MATCH EXIST ELE Ex. 34 9. t r- "' -"'--i tt} i t 1 1 Jf/ GRADING NOTES: 1. FURTHER DETAILS FOR POLYCAST 600 SERIES TRENCH DRAIN ARE AVAILABLE THROUGH HUBBELL POLYCAST. PRODUCT SHALL BE IN� ALI MANUFACTURER'S SPECIFICATIONS. 2. THE GRATES MUST BE SECURED WITH THE LOCK DOWN MECHANISM WHEN THE SYSTEM IS IN USE. 3. IF A SECTION MUST BE CUT TO FIT, THE SECTION WILL BE CUT IN SUCH A WAY AS TO PRESERVE THE LOCKDOWN MECHANISM. 4. SPACERS MUST BE INSTALLED BETWEEN THE GRATE AND THE POLYCASTO CHANNEL ON ONE SIDE PRIOR TO POURING CONCRETE TO i LLE 5. ALL REINFORCEMENT BAR DETAILS AND EXPANSION JOINTS ARE TO BE DEVELOPED BY THE SLAB DESIGNER. PARALLEL EXPANSION J NITS THAN 6" FROM SIDE OF DRAIN CHANNEL. 6. THE AVERAGE SLOPE OF EACH SLOPED CHANNEL IS 0.64%. 7. IN THE EVENT THAT ANY NON -PNEUMATIC TIRE TRAFFIC OR TRAFFIC WHICH EXCEEDS 20 MPH IS TO OCCUR ON ANY PART OF THE D I" I SU HARDNOSE CHANNELS MUST B USED FOR THESE AREAS. 8. PROLONGED EXPOSURE TO AMBIENT, SERVICE OR SURFACE TEMPERATURES OF 120°F OR GREATER REQUIRES THE USE OF VINYL ES R C 9. FOR SPECIFIC CHEMICAL AND TEMPERATURE REQUIREMENTS, REFER TO POLYCAST'S CORROSION RESISTANCE GUIDE FOR POLYME ON 10. APPROVED EQUAL MAY BE USED FOR TRENCH DRAIN AS WELL AS CATCH BASINS. 11. CONTRACTOR TO FIELD VERIFY ON-SITE ELEVATIONSAT PROPOSED PARKING LOT TIE-IN. IF ELEVATIONS NEED TO BE ADJUSTED, CONT C 2% CROSS-SLOPEIN HANDICAP -ACCESSIBLE PARKING AREA (HANDICAP PARKING SPACES AND STRIPING). THE CONTRACTOR SHALL NT/ NEEDED FOR REVISED GRADING ELEVATIONS PER EXISTING "AS BUILT" CONDITIONS. YlL, Yfl• SA11IM CAM LEGEND DRAWING TITLE .SAWCUT I GRADIN li71 - t� :, i CATM . Br4BIFI (�. ;_iii Him vaaN Ex. 2 EXIST. STORM LINES 1' - - 9- ago 197M 0. Eff- 0 3-8.4 PROPOSED SPOT ELEVATIONS 3I I9 I PROPOSED CONTOURS PROPOSED 6 CONC. PAVEMENT I II i0�: iii i+Dd on' iu :41'I �1Z.. its 81� 81b F# I qs OVER 8" COMPACTED BASE U2 1 4CE'(< 4i6 C .4' iT1Git M I ouT � . OUT : 48WTm `OtWN dui=OUT' . �� 8011RJ1i . E4i11Y! .tom- Q{�T . 4' iTf M1 'SHAW; 41T -t " NOTE .' 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Ar. �} y .1arz� x t F �ir � � ''a f - +�??.. ,� MAINTAINED PER 0 BHT FITTING GRATES. BE NO CLOSER :Z GRATE, 700 SERIES i. O .L MAINTAIN A MAXIMUM ;NER ENGINEERINGAS U) 1 /G� 00 C) 0 10 20 30 40 SCALE: 1"=10' 1 Lessner Engineering 1712 Southwest P ky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineedng.com g erengineering.com LEGEND DRAWING TITLE .SAWCUT I GRADIN SAWCUT LINE i CP_ _ Ex. 2 EXIST. STORM LINES 1' - - 9- - - EXISTING CONTOURS X 348.40 EXISTING SPOT ELEVS. 0 3-8.4 PROPOSED SPOT ELEVATIONS 3I I9 I PROPOSED CONTOURS PROPOSED 6 CONC. PAVEMENT I II I PROPOSED 8" CONC. PAVEMENT I II I PROPOSED 1 1/2" TYPE C HMAC OVER 8" COMPACTED BASE REPLACED BRICK PAVERS C PROPOSED CONTROL JOINT PROPOSED EXPANSION JOINT L .. p PROPOSED 4" CONC. SIDEWALK Lessner Engineering 1712 Southwest P ky, Ste 105 College Station, Texas 77840 P.O. 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Z _ Z.. I 5) STRUCTURAL BACKFILL IS REQUIRED IN STRUCTURAL AREAS INCLUDING SIDEWALKS, PARKING LOTS, AND DRIVE AISLES WHERE WATER _ _ �0 AND SEWER LINES ARE PROPOSED PER CITY OF COLLEGE STATION STANDARD DETAILS AND SPECIFICATIONS. - cFn 1C° _ 6) CONTRACTOR TO PROTECT THE EXISTING ATM MACHINE ON THE PARKING LOT ISLAND (TO REMAIN) DURING CONSTRUCTION. CD 7) CONTRACTOR TO SALVAGE EXISTING DECORATIVE BOLLARDS AND RETURN TO THE CITY OF COLLEGE STATION. ( Z:C::......• 4719' --�. - 7. 1' / �� T�43 ' _L::' l 864 N E SI E N T N E LI8) CO TRACTOR TO PROTECT XISTING DEWALKS ON SIT THAT ARE O OTED FORD MO TION 34800OTE`REF ARCHITECTURALOR DUMPSTER SCREEN::. 9) CONTRACTOR TO REMOVE THE PAVEMENT AND BASE IN ALL AREAS OF PAVEMENT REMOVAL FOR THE NEW CONSTRUCTION. \ j j_ �� -_ L _� _....... - -- _ _L• W EXIS 1. WAI EK LINES 14 'S 5 -_ i EXIST. WATER METER BOX S:r'i€k' I .v'ers rid.trec#°P�te�ai.::H lfr�r1'Staiie:.ti: 'tetot' c F�ive:r. ed -•..~, Q / / _L_ $_ _I __C ._ _ - - _ : ._=C=._ l.. __i :��tl� fe;�' � �c'o >ru . c's a � w•>�1 b tie:. , te'iWl:�t E��' 'BrE�Ic: ' avers:' :� •. Vie; eEspd • �a - °° wr.waik_.,a.rlo'or1..s�reYets at°r'�su�llcs: >c'r•ro:.iniers._�trvne:. srci: ri'yet; #iE::stre.ts ar�4 SS EXIST. SAN. SEWER LINES06 ..,:,...•..•.,.......•;..:.•.........•........•......�.............:........;.::.�.•.:..:•.....:....•:... ;ipJace.i.Irl:'oP::af:f:SII.pPih.csn.�t'':Paarernent;'as':s.p�cifie�iar�:'E3irM .. ,Ifil�.lesT�5..... l .. il?..a....,�rk. _.. l�._L.z...l_._ _ .l__ w �._. G - EXIST. GAS LINES 348.88 203 COLLEGE MAIN :. I ItlJ•'.:• •''gip •••!Y 34 SLC EXIST. BURIED ELECTRICAL .NF1•.•.......e.ht�!TI:Ict��tesse...2.3?:..). _L '!:._ _ .. _ _�11_ W1_._ •t, ;....., E4FraCllar�aj:lrrr�?nsis:a�:.c�cirriii�1): Z._ Z_ 1_:_t� Q _L _1�_ -T-1--in- 1 Q so BOYETT, BLOCK 1, LOT 20 - _L.__I_ ..J _ _L. I _.1. l \ 1318506 - - EXIST. SITE POWER 210.00 D _ Z -L- Z-- ._a ._ [... l._ o - / -' rn BAPTIST GENERAL CONVENTION 3:43 TP ° �_ . L_ _1. __T _. 1- L _... 1 ._1. _ +�:p.#?trwe.rk pattet`nsare. as fo3l+ars:::hli'st>ers'36-:0nthe:samelcc sli.use.fli `-- _ � � •••,l _. _. _`_'i �Z .1 �_ll._�L� .�L.=�=.�' ..�`'_ OF TEXAS - - - EXIST. STORM LINES BOYETT, BLOCK 1, LOTS 14-18 z / . / . 1~ / D (.. _�__._ !rC _.1 _1 _Z 1 __l_._ .� [_.. __ d ~ same lat:�s�::�akteri�.• ZONED NG -1 AND LOTS 24-28 _E o L.. L LY L. _. �_-- C __L..__L: _I. EXIST. BOLLARD M n. R18498 w co / . / ° C...... l.v.:C_ 1l ' 1. -- �r.1N CITY OF CQ�LEGE STATION Q Icl) / / 1:... J L Z _ .. ��i h.._[ .�C-- h� L.� O %_) EXIST. AREA LIGHTING :..... CERTIFICATE I / / . 6.50 Z' L f _'--b-L._ Z 1-1... _.... ZONED "NG -1 d / . , / . -1'-L _C:Wl. _1 1 C EXIST. STREET LAMPS D REt�IfIREi , + I 348.40 C'..__-_.....`'�. F - / . .=T__ _._: L ,f��'� PROP. 4" WATER_ PROPOSED WATER SVC. 48.07 T / / ..._._ __._ I_ . _ _. 8.95 (DOM) 48,00 1�0 L:; 1_ _ - -.._.1 { L:.=l ._J:_ ._:1_.::1:.._1PROPOSED 1 1/2 WATER METER :. • : , : :: ...:. D -:-4 _._..._. _. _._ INSTALLED PER B -CS j Nps' (�iF")..I IP' 34 . -- ' ti`` - _ STANDARD DETAILS C:_ __Z L 1 • 1 _ _C 1 -.L_ _.:C _._.l.- -1 J _ _. .. _ :L. _�,�_L TI 1___L_I:z�==LLz��__ -� 3 �9.5 ' BRICK PAVERS \ 347.9 C L 1 Z l -1 - - - - --. _ 1:_ _C �_L __ .Z _ _ ._ _ L:._T- 1 . J) PROPOSED 2" WATER VALVE 1-uLC S ..,� City of College Station Site Design Standards _.,,._ � ( I :L�.-Ly-_L__:.:.�..-_�_._�-L _ . _.._-�::I�-.__C=�_:_.0 _:1 1�= 1_--���•--�•�.,��.�;� �...:._:� ("_ INSTALLED PER B -CS STANDARD DETAILS --..... �.. / �'- 1_`--__=%CW.. °:u:- _� 1_.J. 1_. �L� .l.__ .�C;_C: 1:_-�.:: • �.._ ..L��49.5 �5 Min. 20' q4b.0 Clearance l f l 1. PROP. SAN. P f -5 PROPOSED SAN. SEWER 03 S A EW 1 __1_ l._ .__[1.___ Z_.._C1.... _ _ _ �70P 4 - 8.75 , PROPOS E�GENCY __L J D 18 HDPE PROPOSED STORM LINE ..a S . .:. I MATCH :•' �, ' TELEPHON LL BOX PER { -I'-SLI- -r1- ,S�- -1- / EXI .PAVER EL TLATION �PROPOSED 6CO C. PAVEMENT • - Grate O e ' n48. CITY O 349,15 3: 6x9BICYCLE RACK specify min PER B_CS STANDARD DET ( / L. ...... .... ;c . n AR N .SEE DETAIL _ clearance oft 3 0 •f . 30- • THIS SHEET PROPOSED 8.r CONIC. A X cb - i cUStructuralSoil Tree Grate Op of GratePER B -CS STANDARD DETAILS W 4 (Ex): 349.05 Y b Amere Inc. or ( q, U / PROPOSED HC STRIPING, TYP. aPProved equiv. _B 'c Pav rs 3 � �-�..`\ \ l • == �•-_-... � �w I , \ -_ 't�JLL•:cn - CCONSTRUCTED PPER BB-- CSry Yd1E(,;.EE':It:�_1�1-!,!i.� tI -1,1." !IiII I,;.I �!lt t„f il�it�.•:�, {,fI:lIj'I.I f ..: I• iI•,-,r #E;. I' ;G!af)[w'r��!��f3i.hilvl•;i,,i�:tl.liit.ily,l;iJ.lE?'.,?i.,�� �II,Am. !• Storm S v e r gNOTE: Bicycle racks >s aFll348.96 N, Drainag Pipe YIoScColumbia Cascade opp pp PROPOSED HC RAMP, TYP. Tied to nl) W STANDARD DETAILS &SPECS. I 1 �1IPrepared r'iIit1 I II CIt of College St t oItE 1 lSubgra eMSII�u.PROPOSED 4„ CONCRETE SIDEWALK CONSTRUCTED T O -_ B - CS Plant.t~ig;:ca':ado;'.:e'ral;•;ar.`'aflwa;tom' i::gc4d - - PER B CS STD DETAILS I I REVIEWED E ED F C1R COMPLIANCE L Aht'CE OCT 2 200 9 9 COENG&fjjQPN ops Model 2175 by (install per manuf). 1�0C;nia: .�+1o.'�'31.�3�{�i'Y9. .�.tfCic3': 8P3�. C°G'G!ulf _3� .... _. . 7vk9.'f�t lw • i�F .' E k� Si7113d.F•'.I FSI{�l".•. iRl I k. tit til "lu qtr .Ys'.'t t'Fe !'E,# :r. '16 .'i; ' E _ �Ev : �� O 3 3I w / / ��. PROPOSED 1 1/2 TYPE C HMAC �l:�v�:�rl�vie�e•s�atin�;'': O U ? - OVER 8 COMPACTED BASE Iia si=r7. ane'rs sl�uld'?�e a`irttnDm'unE'.ef.t t reat b 'sl:Ft: t5':'t:' ::'� fe's :. ,. . Gessner CONSTRUCTED PER B -CS.. ; . 349..85 trrsihl:. �hEc: �nz'r:Er�-,�t� •IncE�.h�•.[W•iihE�:c.'fcrt•• �:�'� • rrer �Ia�t�eE• wEli,Sr ��in�truck�;>�.p+` 0 0_ STANDARD SPECIFICATIONS. fi : ,. "' t . \ Q z�:ic : an :ufri�l. na.tci}'�l�e recce iced:s.dev all... a els r a&.emadv_s subie�cf-tos-apnreu.al-by � __ ;I>:.>1 2009 Engineering .u.: . I 0 2 9 ,, �� CO PROPOSED STD. CLEANOUT VIL -_ - �':•F:E�>-r1-F�eEEs�: ,. h�.iaar+��li c.lri l7_:�:c?'9-rr .n:�:r#: I�,E•zt'a�E4 ;:a.l�hn{rl,. �*��:�Etta�� ��i:i�fs� '. _i .,, . ;, : . W - W`QO O CONSTRUCTED PER B -CS h ...:.. .I, ., ,.....:..r� i...:,. ... P... P..•:.....�. n, ...... . Ix ...:..:t, t. t ;.,: �::, E I W = t- ......... , .i . O O Ex. 2 Water - Ihe:ots tt j:sr3r9.�o..en urag'e.rr��aGs:ti���s�p.�;fl�Iri:ala.be+� tftt'�:•�c:rr�.irrtrding:�r�il. r 1712 Southwest Pky, Ste 105 STANDARD DETAILS DE �, E � E VICES Coll g Station, Texas 77840 -_ \ '� E T f k; r'Y' Tr.•ee . r a ~y .: e !: .. .. -� 9i3=k1 b- .been 'ka.'�cs e )''jAT !'I �o l l'% P.O. Box 10763, 77842-0763 .at ..i''ark ay +I(_ c4rr. ad 1•� ......... .....y. .. .a...FoLi!ndryt.Co:Mpa-n:Y, - '- -- ' CO PROPOSED DBL. CLEANOUT r. M. Fa .:af� <ct tsai :;.. -� - ._._.- .- 979.680.8840 Phone Q.r:';aa6va:snt.is6at:t'::P�e�Jl.ba..Fa i.st..vr.....•e.R.....+rr�.....a .. _ W W �/ _ �� rrcp \n� _� 1�j _ \n W._ .W `/ CONSTRUCTED PER B -CS 979.680.8841 (Fax) - - W W W - W Ex. 8" PVC Water �' ,.'L STANDARD DETAILS 0":=q ar afh i5 dia'nr'kar etpn ebi'- www.gessnerengineering.com .tecEr�tErr�Itc�cl.tE#it.cpen.i.ei Ets: \ ,h::'YTjd h�,axrJ;I c4i3, x'11.. I9 -i '#'°nf:r'=ir8'{ - , • .' 42 'b>s . �ri8i: r r' T PROPOSED EMERGENCY11 i"'�� \lr,' E '°�7,�,.:, ti.•.... .�vltla.t:sub-g,Ii�Etir>.• 1 DRAWING TITLE TELEPHONE CALL BOX i � • ''"�'�4,p�S;,,ti,�� .{ ri",`•:x�ee. ta;te��;31i.C'f.•�r�3r'�'i£:S'�i°a�ll,�.t+f•�3�t:, 3 G G G G G \ ,,S,.�nh� ++��+,�et,a8�,,,,�� ?°` :YC4iT:;' �r�y�:fireti.:c�.�tr'fg�:�l-�1(,crfr.fr�.r��,:� �+ Q p � P RELOCATED PARKING METERS F„t� �'' SITE & DIMENSION uS.'t"..i�l: r'S-�$:.C$a55.35:£lr i}ettef: I ,iKCONTROL PLAN 1 Ex. 8 PVC $ ,n. Sewer I O O DTL DRIVEWAY THROAT LENGTH S �.Ur<. SS SS SS SSI SS SS SS -- - S on U�4/o S. S SS ��- SS - SS - --55-- SS S.. - o7s-.. Ds = - os =M __ _- __ . _...I''- -_._... __. ; _ Tra �: _ - EXISTING TREE TO REMAIN --3 --_ - - - - -- - - _ - --_ ---T_;Src � _ TREE PLANTER & GRATE 7' *7 - - City of College Station Site Design Standardsr,y awl 7 -..ter - - --- \ o P � s;in" at`v • ?i 3 ,ITE DAth SUMMARY LEGAL DESCRIPTION: Wett, 91Iock ? 7 J s kV w .and l.,ra 11 Lots 14-18 Lots 24-28 131849 DISTURBED AREA: 0.261 aches `� F ZONING: 0-1 �� ,rr4 F ?y S+% FIRM MAP :�l�'.�rit��4thiii5bQYearFloodplainArE!a) (. 5 < * Panel 48041 C01 43C ,'_Nap +tSo a•{`".��ir � tFx EXISTING USE: I ati< In 9 Lot, Dum sterPad PROPOSED USE: I lublic Rdlstrodrn � Parking Lot Dum ster Pad BUILDING TYPE: ommerd,I'a1 (Public Restroorj APOSED BUILDING DATA: yuare�F b t -' ; � -----H90-t-O_ ._.___-gpri�oled? OW4EWCLIENT: it of C Ie Station Capital Projects Dept: 613 Tei s A venue 011e a-- ontact: ele bona. atlo 97 TX 77845 onald 764-3528 mail: I ald(@,cstx.gov AtFtCHITE+LT: olstdr &I ss'ciatesI Inc. 607 :4rnarl allele ctatio C= I Drive Suite #200 i, TX 77840 -r---- ontact: nd ; - . Havvlslns AIA elephana. mail: �h 97 693-3179 ns olster--arch. com ENGINEER essner 501 Ast olleOe _c,yati ontact elephon mail: n rd I tell ': 97�(-680-8840 om h eenng, LLP rive, Suite 102 , Te;as 77840 _ a P Thomas, PE �~ - s ...e-�sn�ren •i•ne�rin . co m PROJECT TITLE & DESCRIPTION RKING ITA90LATION o EXISTING PARKING SP" ES: U�j■ 6 Spaces�STD. + 3 HC) 3 Motorc cle PROPOSED PARKING SR ICES: I` 15 Spaces 2 STD. 3 HC U) Z W O UTILI-n DH ANDS MIN. WATERDEiIIbt4D OOP LII MAX.WATERDEMAND 1 55.2 m l 1 (Peak Flow=A+,g.DailyFloW 4) AVE. WATER DEMAND 11 13.8 m I (I I MAX. SEWERLOAD 52 992 dl I II Based on 16 hour da usa e 3 � �-�..`\ \ l • == �•-_-... � �w I , \ -_ 't�JLL•:cn - CCONSTRUCTED PPER BB-- CSry Yd1E(,;.EE':It:�_1�1-!,!i.� tI -1,1." !IiII I,;.I �!lt t„f il�it�.•:�, {,fI:lIj'I.I f ..: I• iI•,-,r #E;. I' ;G!af)[w'r��!��f3i.hilvl•;i,,i�:tl.liit.ily,l;iJ.lE?'.,?i.,�� �II,Am. !• Storm S v e r gNOTE: Bicycle racks >s aFll348.96 N, Drainag Pipe YIoScColumbia Cascade opp pp PROPOSED HC RAMP, TYP. Tied to nl) W STANDARD DETAILS &SPECS. I 1 �1IPrepared r'iIit1 I II CIt of College St t oItE 1 lSubgra eMSII�u.PROPOSED 4„ CONCRETE SIDEWALK CONSTRUCTED T O -_ B - CS Plant.t~ig;:ca':ado;'.:e'ral;•;ar.`'aflwa;tom' i::gc4d - - PER B CS STD DETAILS I I REVIEWED E ED F C1R COMPLIANCE L Aht'CE OCT 2 200 9 9 COENG&fjjQPN ops Model 2175 by (install per manuf). 1�0C;nia: .�+1o.'�'31.�3�{�i'Y9. .�.tfCic3': 8P3�. C°G'G!ulf _3� .... _. . 7vk9.'f�t lw • i�F .' E k� Si7113d.F•'.I FSI{�l".•. iRl I k. tit til "lu qtr .Ys'.'t t'Fe !'E,# :r. '16 .'i; ' E _ �Ev : �� O 3 3I w / / ��. PROPOSED 1 1/2 TYPE C HMAC �l:�v�:�rl�vie�e•s�atin�;'': O U ? - OVER 8 COMPACTED BASE Iia si=r7. ane'rs sl�uld'?�e a`irttnDm'unE'.ef.t t reat b 'sl:Ft: t5':'t:' ::'� fe's :. ,. . Gessner CONSTRUCTED PER B -CS.. ; . 349..85 trrsihl:. �hEc: �nz'r:Er�-,�t� •IncE�.h�•.[W•iihE�:c.'fcrt•• �:�'� • rrer �Ia�t�eE• wEli,Sr ��in�truck�;>�.p+` 0 0_ STANDARD SPECIFICATIONS. fi : ,. "' t . \ Q z�:ic : an :ufri�l. na.tci}'�l�e recce iced:s.dev all... a els r a&.emadv_s subie�cf-tos-apnreu.al-by � __ ;I>:.>1 2009 Engineering .u.: . I 0 2 9 ,, �� CO PROPOSED STD. CLEANOUT VIL -_ - �':•F:E�>-r1-F�eEEs�: ,. h�.iaar+��li c.lri l7_:�:c?'9-rr .n:�:r#: I�,E•zt'a�E4 ;:a.l�hn{rl,. �*��:�Etta�� ��i:i�fs� '. _i .,, . ;, : . W - W`QO O CONSTRUCTED PER B -CS h ...:.. .I, ., ,.....:..r� i...:,. ... P... P..•:.....�. n, ...... . Ix ...:..:t, t. t ;.,: �::, E I W = t- ......... , .i . O O Ex. 2 Water - Ihe:ots tt j:sr3r9.�o..en urag'e.rr��aGs:ti���s�p.�;fl�Iri:ala.be+� tftt'�:•�c:rr�.irrtrding:�r�il. r 1712 Southwest Pky, Ste 105 STANDARD DETAILS DE �, E � E VICES Coll g Station, Texas 77840 -_ \ '� E T f k; r'Y' Tr.•ee . r a ~y .: e !: .. .. -� 9i3=k1 b- .been 'ka.'�cs e )''jAT !'I �o l l'% P.O. Box 10763, 77842-0763 .at ..i''ark ay +I(_ c4rr. ad 1•� ......... .....y. .. .a...FoLi!ndryt.Co:Mpa-n:Y, - '- -- ' CO PROPOSED DBL. CLEANOUT r. M. Fa .:af� <ct tsai :;.. -� - ._._.- .- 979.680.8840 Phone Q.r:';aa6va:snt.is6at:t'::P�e�Jl.ba..Fa i.st..vr.....•e.R.....+rr�.....a .. _ W W �/ _ �� rrcp \n� _� 1�j _ \n W._ .W `/ CONSTRUCTED PER B -CS 979.680.8841 (Fax) - - W W W - W Ex. 8" PVC Water �' ,.'L STANDARD DETAILS 0":=q ar afh i5 dia'nr'kar etpn ebi'- www.gessnerengineering.com .tecEr�tErr�Itc�cl.tE#it.cpen.i.ei Ets: \ ,h::'YTjd h�,axrJ;I c4i3, x'11.. I9 -i '#'°nf:r'=ir8'{ - , • .' 42 'b>s . �ri8i: r r' T PROPOSED EMERGENCY11 i"'�� \lr,' E '°�7,�,.:, ti.•.... .�vltla.t:sub-g,Ii�Etir>.• 1 DRAWING TITLE TELEPHONE CALL BOX i � • ''"�'�4,p�S;,,ti,�� .{ ri",`•:x�ee. ta;te��;31i.C'f.•�r�3r'�'i£:S'�i°a�ll,�.t+f•�3�t:, 3 G G G G G \ ,,S,.�nh� ++��+,�et,a8�,,,,�� ?°` :YC4iT:;' �r�y�:fireti.:c�.�tr'fg�:�l-�1(,crfr.fr�.r��,:� �+ Q p � P RELOCATED PARKING METERS F„t� �'' SITE & DIMENSION uS.'t"..i�l: r'S-�$:.C$a55.35:£lr i}ettef: I ,iKCONTROL PLAN 1 Ex. 8 PVC $ ,n. Sewer I O O DTL DRIVEWAY THROAT LENGTH S �.Ur<. SS SS SS SSI SS SS SS -- - S on U�4/o S. S SS ��- SS - SS - --55-- SS S.. - o7s-.. Ds = - os =M __ _- __ . _...I''- -_._... __. ; _ Tra �: _ - EXISTING TREE TO REMAIN --3 --_ - - - - -- - - _ - --_ ---T_;Src � _ TREE PLANTER & GRATE 7' *7 - - City of College Station Site Design Standardsr,y awl 7 -..ter - - --- \ o P � s;in" at`v • ?i 3 OF TF'rgs '.r'•: ,G it's 'Pi "ta'r• r v .rr Yr✓ l •r" ..i :fi ✓ ? 7 J s kV w .and l.,ra � •i•• t f 1 b.• r #•. 4 t P' ��::...98398...:�. S�aNAL E� `� F , #S r''S n '�y'�''f i;'�•���' S{'s�;''h`� "d f: r . � • ''.ti�q r ,r f 7j.£ �� ,rr4 F ?y S+% S%. k[ 7 G 2 r, 3t � f {, (. 5 < * T IT z3� .'�.y}�'ttl ��1�t ia�.f"f" +tSo a•{`".��ir � tFx ES FMb � f� r -.r- -• 3o-. .,,e .E� t ti < 1 F y � � p o Cw t 4 ti �✓AAJJ}kl '£ � � b t -' ; � �W 4 1^s lY 'Ct } - f I ✓t „ t - I Y l 1 r t r fr l ( l •r f A I , f} r'I 1r r j � r A2 { it C✓ A i a Si W , `a a 00 06 h. -� C= I , .S ca 0 C� 1 3 � �-�..`\ \ l • == �•-_-... � �w I , \ -_ 't�JLL•:cn - CCONSTRUCTED PPER BB-- CSry Yd1E(,;.EE':It:�_1�1-!,!i.� tI -1,1." !IiII I,;.I �!lt t„f il�it�.•:�, {,fI:lIj'I.I f ..: I• iI•,-,r #E;. I' ;G!af)[w'r��!��f3i.hilvl•;i,,i�:tl.liit.ily,l;iJ.lE?'.,?i.,�� �II,Am. !• Storm S v e r gNOTE: Bicycle racks >s aFll348.96 N, Drainag Pipe YIoScColumbia Cascade opp pp PROPOSED HC RAMP, TYP. Tied to nl) W STANDARD DETAILS &SPECS. I 1 �1IPrepared r'iIit1 I II CIt of College St t oItE 1 lSubgra eMSII�u.PROPOSED 4„ CONCRETE SIDEWALK CONSTRUCTED T O -_ B - CS Plant.t~ig;:ca':ado;'.:e'ral;•;ar.`'aflwa;tom' i::gc4d - - PER B CS STD DETAILS I I REVIEWED E ED F C1R COMPLIANCE L Aht'CE OCT 2 200 9 9 COENG&fjjQPN ops Model 2175 by (install per manuf). 1�0C;nia: .�+1o.'�'31.�3�{�i'Y9. .�.tfCic3': 8P3�. C°G'G!ulf _3� .... _. . 7vk9.'f�t lw • i�F .' E k� Si7113d.F•'.I FSI{�l".•. iRl I k. tit til "lu qtr .Ys'.'t t'Fe !'E,# :r. '16 .'i; ' E _ �Ev : �� O 3 3I w / / ��. PROPOSED 1 1/2 TYPE C HMAC �l:�v�:�rl�vie�e•s�atin�;'': O U ? - OVER 8 COMPACTED BASE Iia si=r7. ane'rs sl�uld'?�e a`irttnDm'unE'.ef.t t reat b 'sl:Ft: t5':'t:' ::'� fe's :. ,. . Gessner CONSTRUCTED PER B -CS.. ; . 349..85 trrsihl:. �hEc: �nz'r:Er�-,�t� •IncE�.h�•.[W•iihE�:c.'fcrt•• �:�'� • rrer �Ia�t�eE• wEli,Sr ��in�truck�;>�.p+` 0 0_ STANDARD SPECIFICATIONS. fi : ,. "' t . \ Q z�:ic : an :ufri�l. na.tci}'�l�e recce iced:s.dev all... a els r a&.emadv_s subie�cf-tos-apnreu.al-by � __ ;I>:.>1 2009 Engineering .u.: . I 0 2 9 ,, �� CO PROPOSED STD. CLEANOUT VIL -_ - �':•F:E�>-r1-F�eEEs�: ,. h�.iaar+��li c.lri l7_:�:c?'9-rr .n:�:r#: I�,E•zt'a�E4 ;:a.l�hn{rl,. �*��:�Etta�� ��i:i�fs� '. _i .,, . ;, : . W - W`QO O CONSTRUCTED PER B -CS h ...:.. .I, ., ,.....:..r� i...:,. ... P... P..•:.....�. n, ...... . Ix ...:..:t, t. t ;.,: �::, E I W = t- ......... , .i . O O Ex. 2 Water - Ihe:ots tt j:sr3r9.�o..en urag'e.rr��aGs:ti���s�p.�;fl�Iri:ala.be+� tftt'�:•�c:rr�.irrtrding:�r�il. r 1712 Southwest Pky, Ste 105 STANDARD DETAILS DE �, E � E VICES Coll g Station, Texas 77840 -_ \ '� E T f k; r'Y' Tr.•ee . r a ~y .: e !: .. .. -� 9i3=k1 b- .been 'ka.'�cs e )''jAT !'I �o l l'% P.O. Box 10763, 77842-0763 .at ..i''ark ay +I(_ c4rr. ad 1•� ......... .....y. .. .a...FoLi!ndryt.Co:Mpa-n:Y, - '- -- ' CO PROPOSED DBL. CLEANOUT r. M. Fa .:af� <ct tsai :;.. -� - ._._.- .- 979.680.8840 Phone Q.r:';aa6va:snt.is6at:t'::P�e�Jl.ba..Fa i.st..vr.....•e.R.....+rr�.....a .. _ W W �/ _ �� rrcp \n� _� 1�j _ \n W._ .W `/ CONSTRUCTED PER B -CS 979.680.8841 (Fax) - - W W W - W Ex. 8" PVC Water �' ,.'L STANDARD DETAILS 0":=q ar afh i5 dia'nr'kar etpn ebi'- www.gessnerengineering.com .tecEr�tErr�Itc�cl.tE#it.cpen.i.ei Ets: \ ,h::'YTjd h�,axrJ;I c4i3, x'11.. I9 -i '#'°nf:r'=ir8'{ - , • .' 42 'b>s . �ri8i: r r' T PROPOSED EMERGENCY11 i"'�� \lr,' E '°�7,�,.:, ti.•.... .�vltla.t:sub-g,Ii�Etir>.• 1 DRAWING TITLE TELEPHONE CALL BOX i � • ''"�'�4,p�S;,,ti,�� .{ ri",`•:x�ee. ta;te��;31i.C'f.•�r�3r'�'i£:S'�i°a�ll,�.t+f•�3�t:, 3 G G G G G \ ,,S,.�nh� ++��+,�et,a8�,,,,�� ?°` :YC4iT:;' �r�y�:fireti.:c�.�tr'fg�:�l-�1(,crfr.fr�.r��,:� �+ Q p � P RELOCATED PARKING METERS F„t� �'' SITE & DIMENSION uS.'t"..i�l: r'S-�$:.C$a55.35:£lr i}ettef: I ,iKCONTROL PLAN 1 Ex. 8 PVC $ ,n. Sewer I O O DTL DRIVEWAY THROAT LENGTH S �.Ur<. SS SS SS SSI SS SS SS -- - S on U�4/o S. S SS ��- SS - SS - --55-- SS S.. - o7s-.. Ds = - os =M __ _- __ . _...I''- -_._... __. ; _ Tra �: _ - EXISTING TREE TO REMAIN --3 --_ - - - - -- - - _ - --_ ---T_;Src � _ TREE PLANTER & GRATE 7' *7 - - City of College Station Site Design Standardsr,y awl 7 -..ter - - --- \ o P � s;in" at`v • ?i 3 OF TF'rgs ........................... MELISSA P. THOMAS ��::...98398...:�. S�aNAL E� I REVISED 09-14-09 O - 01O rr- o co :E Lli r�UJ CY, (D\ ® p o Cw O z z Q 0 Cn W _ 00 06 a -� C= I ca 0 C� _C 0 cn a>I W C" (` Cl.> T O = PROJECT TITLE & DESCRIPTION i� o O U�j■ L.L Z X II H LULu' U) Z W O W0O 1< J H - U w LJ_ -'- i " LII 1 O UU U -o J Mz W I PROJECT TITLE & DESCRIPTION PROJECT NO. 08-0256 DRAWN BY: DAL CHECKED BY: MPT CONTRACT ISSUE DATE: 01-15-09 REVISIONS 0 0 A DRAWING SHEET NUMBER SHEET Z OF cJ I GENERAL SITE NOTES: """" T W - _ W W ---- u/ ._ --- �,--- -.�_ = -� -'_,,✓ _ W W _�. W _ W W - W W W - - ) 1 ALL ROOF- AND GROUND -MOUNTED EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM AN77 _. PHASE LINE PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' FROM THE SUBJECT LOT AS MEASURED FROM A POINT FIVE FEET O ' - - ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO PROVIDE A UNIFORM 0 10 20 30 40 - E WELL (REF. LANDSCAPE PLAN APPEARANCE. SCALE: 1"=10' SAWCUT . 3 : - - - IS SHEET _ _ _. _A - !€1 2)100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERRENIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED - SAWCUT / � � /. ry - - -- ---- - - .._ _ DURING CONSTRUCTION. -- _ h pp / / j /,Q�� / = C 3) IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSUREPRINCIPLE. BACKFLOW ... __...._...._____._-_---__..___._.__._- _----_ _ w_.___.__.__.__ DEVICE, �� j / / / / / / , •0 , MEN- � " - �. CE, OR A DOUBLE-CHECK BACKFLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. ,• 348.35ol 4) ALL BACKFLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394, C14 / _E _ , _T 5) STRUCTURAL BACKFILL IS REQUIRED IN STRUCTURAL AREAS INCLUDING SIDEWALKS, PARKING LOTS, AND DRIVE AISLES WHERE WATER 331 SF / 27. 3' j / i r 1 __�._".._ - r1 : C �L 1: T. =I: `� ��j AND SEWER LINES ARE PROPOSED PER CITY OF COLLEGE STATION STANDARD DETAILS AND SPECIFICATIONS. 6) CONTRACTOR TO PROTECT THE EXISTING ATM MACHINE ON THE PARKING LOT ISLAND (TO REMAIN) DURING CONSTRUCTION. 7) CONTRACTOR TO SALVAGE EXISTING DECORATIVE BOLLARDS AND RETURN TO THE CITY OF COLLEGE STATION. 34 4719 .. 7. 1 8 CONTRACTOR TO PROTECT EXISTING SIDEWALKS ON SITE THAT ARE NOT NOTED FOR DEMOLITION. 64 / . /_ ,,.;_NOTE: REF: ARCHITECTURAL r-egq w .✓ r / ✓ E(�R. _nr rMr��TRa ITECTU q `I` , 9) CONTRACTOR TO REMOVE THE PAVEMENT AND BASE IN ALL AREAS OF PAVEMENT REMOVAL FOR THE NEW CONSTRUCTION. o tud wv�at r,,a l_ - _t _ I i - XI TERLINES _ I _ ° - •} - 4 / . / / I_ 'X b.1 EXIST. WATER METER BOX rl'Ic:t�•'" r'.:and, "w d:Pafter�ie: Fta . rfc1'.�ataaae'.IF' P.a*�r`steitte`:fr; ".- -Ad" ¢ 1-...- ' �` - _ sp ry�afstt:•euaject10 approval.I,i�'.Nhe;'i milhistlratair. l3i-icl�'. avers;:r>a �+.:1?e. ts.-...rrt . i p �,ua��w.elks•:.e�idori.stre€.t:etssysal[cs:,t.�rinnttsarras;r..r[tS::pa2t"s.rn.'stY�ats:.at?d SS EXIST. SAN. SEWER LINES .T..-C _E-. -_. sadsv��alks.aret p.:.Deed:e�i.(o��f:fcfil:.e Fa.cazacs:.ete:p +iprrrerrtp;as'.s i erl:iii:'tiae .P. 48...:. LO _ :: .. - \ - - G EXIST. A NE l / S' triltrel i7 i~ii n; c lc [sne�:f�3aia[al. _ - - I Z.�w GAS LINES 348.88 -_ o I O- ? 34 .88 .. 203COLLEGEMAIN •.,�'"",....: '............:."..:..,,:,,..,,....,:...,;.;;:..•:.:.:.•�:.:':..•.,,.....;...•.::...........•. i L. u-C ` .� :_'. ..:..• r ,�.�._... ; r:r:.kte[eFt�Tt}a . r ss :.:�_ ..nl . - I .. - - --E-- w ....: SI._( 7.,13-16...n..3..?, f w EXIST. BURIED ELECTRICAL �..... . BOYETT, BLOCK 1, LOT 20 R18506 - - - - EXIST. SITE POWER - - -- - 000 ' D rn BAPTIST GENERAL CONVENTION . . * A roved.l�r=cck Aft' are afilcs�s:Y1''sltiarwa:llcs°ifae•same lylr�haEi r;e the .43 TP _.. / . _.. d _..__...-' --- _.T EXIST.ISTORM LINES _ - -. _ -. - _- - _ _ _- _ _ - _ _ -OFT _ _ _ I_.._L _i _.. T _ `t w BOYETT, BLOCK 1, LOTS 14 18 z ( _ / . / . •�•, b _ ._ _ r Z•�_ Z.. _1:._.c I_ _:C � _ _ ... ZONED NG-1 \.. AND LOTS 24 28 / / EXIST. BOLLARD 1. L. CITY OF COLLEGE STATION = I / . / / . / 6.50' _ [� O-C ] EXIST. AREA LIGHTING " " ZONED"NG-1;.._ d / / T1/ ... - - - /_a 1_._ _i:.---. 1 L_ L i. _ I.. T1.� L . 7._ i .:: •• / . � � � - �� EXIST. STREET LAMPS � r 1.._ .l Il �'• ` ,�; _ _�__-_ I � PROP. 4 WATER_ PROPOSED WATER SVC. 348.40 M-�� �. / ELOCA D TREE W/TREE WELL (DOM). * 48.07 T .. / :. / .8. 7.-.WC (EE DBE IL THIS SHEET) n , ..:... 1 48.00 O_,�- - - : L.W. _..: ..L-_.LW..wL._-C.._T_ ..I__. PROPOSED 1 1/2 WATER METER O INSTALLED PER B-CS 'R�Ell'Y1" sr -Raid I 34 . - �Q _ _ _ _ ��>, W STANDARD DETAILS BRICK PAVERS E N- KEYMAP NTS SITE DATA SUMMARY LEGAL 0ESCR.IP'TION: Bo ett Block 1 Lots 14-18 Lots 24-28 RT8498 DISTURBED AREA: -0.261 acres �OrlalfaG: - NG 1 FIRM 1Y114R • ' 7one X. M ap P a_nel_48041 C0143C -�- ___-- - (Not Adhin 500 Year Floodplain Area) EXISTIN6 USE: Part Ing Lot ,DurnpsterPad PROPOSED USE: PublicRestrooin Parking Lot DumpsterPad BUILDRG TYPE: Commercial ublic Restroorn PROPOSED BUILDING DATA: Square Feet (st) Height Sprinkled? 2,105 161-311 No CDWYaERr+CL1ElaT: City -of College S#ation capital P ro ecfs Dept. 261_3 Texas Avenue �- College Station, :} 7?�845 _- Contact: Edvmrd hAcl) onald Telephone: 979-78--4 3528 Email: erncdonald a�tx. ov ARCHITECT: Holster & Associates -,,Inc. 7607 Eastmark DrNe Suite #200 College. Station T}€77840 - _ Contact: AndrewHavlkins, lA _ Te�lione: 979-693-3179 .-- Email: a_hav4,ins@hoister-arch.com EFa G taF . �. -��_- - _ Gessner Engineering, LLP 2501 Ashford Ddi e, Suite 10�-� C oil e c, , .._ C`t at[ona Texas 77340 - ontact'- M el[ � e nom-asi r Telephone; 979- w8840 _ v_.........._.m__� Email mthomas@gessnere ineerin cam PARKING TABULATICMFa EXISTING P.1!4RKIIHG SPACES: 6 Spaces (3 STD. + 3 HQ -- Motorcycle PROPOSED P.�fi.FfllaC SPACES: 5 S ces 2 STD. 3 HC UTILITY' DE(rl[L'�tlaDS 1�llla. WATER DEf[ttAtaD: 0 rn MAX. WATER DEMAND: 55.2 gpm (Peak Flow=Aorg. DailyFiow'°4) A11trE. WATER DEftil�aD: 13.8 m I (!t1A.'�. �EYNER LOAD: 52 992 d eased on 16 hour da us a 'e 0 * /s MEUSSA P. THOMAS . ��:::.. 98398....•: �� . S�ONAL E� o--0% O z E U-i C) C�� O` J O F:- ry w z - c �� coz V a U:4: qzj- W -� 00 - C):� CV 06 a -L O 0 fn O Uj O r` V C I IW •:_I. _._1_. __1...lot t ! __.. ,:) <\ \ 1/ 7 . -.::: _. - City of College Station Site Design Standards .T _1_..:T�_C L ....L�_ = • �\ F- INSTALLED PER B CS PROPOSED 2 WATER VALVE ... ._..:_ o 49.55 °� / 49.53 • `•-1 - STANDARD DETAILS 20' \ \ Min I \` • Clearance ^.. /h`T��. - rrv:ctxl•:r+-Kc...: �x+} r 1�=,'h.,''c":�:,� • TC73 _ .,�� �:� yf` '\. >S'�_ryfrx •r. v�tt(f :,.ttli ;�iz(,�xtb: .:.sf{`n IV J� ••.C'. � \ -,;r;; 'c t(�: ,`!.t•,.�%;: .rt �L2f i�T} rl, rr4.f��7.�5%.:Pt�, ,,�l'd-:{rv,T��.: - � ^^^- ...._- _ _.L_. _ _. ..__... ... ......... ...6-•___. .. .. ..... .... ._.1.. __ - .•. \. \ 11 •. .. .. - iriilri.•:�? ,: W�•V :al5 x�.I....v..r '::.tt"'=t'ti4� ,t .kc F'r-. \: �` \. \' . y.;:{..r• �`• Yi{d7iialnS,Y;a.::.,., .. •. ..:.rr2;:i?a::,.:'``'£,•;.y �ti�lt Z.r,F-+, - - .._._.__. _5 y/- PROP. 6 SAN. .PROPOSED SAN: SEWER qq ' : ".::'':r z.,, ,5<�;:_:.�,:,.:,•:s,�.,:x� s �,� .y 7_ L _I__ J _L 1. 1._. 1_. __ _ ._I- I__ _C...T _T -I_. _:.L. C. _ _1_ ♦ \ c• •�.. �.� .SEWER L �.' •� -;<:r :,:;.. .:,f{?: i'�rkF�.;: ,-:r.:t?i:,. i4, F. rf o , to. �\• \\�. . :�... �. (irt ,'-cr��, 1:�. �t�,c�,�,1,.= 8 5 11 fir.' �t,f..?. r , .'::.h�c•r. ,.'< n::y:l�: c; c..lfy Y'� � T P 4 .7 ���• •�'� :..r-2 •� :, �xyrt .,f;,•:.,:..r.. •. r.�i{'r :'s< ?t�g1•-�.x<• ._: �'lE...� .;� u., •r ✓'' � �\ • J'' � � 'r' :6�"rr..-Y, , s i+ki'.�.`,i', L , . .:,:..ir . •��'.`�rb, . "1: � ... ,: -. {1,; ,{Ml.,e ..:u•�.:• �k.;� :-r. 3"+' . I� p>. ,�.. ik,:.rft: ,�}.cnYct� .PROPOSE ERGENCY - )-: --_ \, \; 18 HDPE PROPOSED STORM LINES ••,�.is;,, � ;':�y .�• ' . / ONO=_.._ _ . J.�ET_ ..I _. _ .. . PAVER EL _.�._, _ -T -� -.-1-r -I� ,- -r- -� -�- -1---_ __,-_ (MATCH EX) ) .�•\ , .. ' • • rnfi. r r �;:[, � t - - - ,,r� .i." r' t y. •.,rr =.i{xs.R'.,:}e :•ty S` }. c.Yiu (:t i-',"iG:t,`,lt`7 ��{a, '-"4' ,i : FS t t;rt�/• '^.;4{'�:$ ak..� .?y..d:c.: "rv}a:L r `4y s �'1 Xfi2 TELEPHON GiLL OX PER �. - ,_ - .>' ��' � { sY ,.�, x•�': :,d:;:F-r::. P',+:.5'�4 ));.:s y -- -- (� - .\ 11 T. - ,.fe4' /, 'r n..E , Ott• .. i, �_y?'. :t e;:i ! % ., : r r Grate O enin PROPOSED 6 CONC. PAVEMENT ..�..�` CITY OF L�LE TATION � . •� P �, •,4� cG:� r�E ' �r µr �. t�� <:;�, � � y Y ,>Nt31 � 1 349.15 t . +� . {� ...:'. W r , 0 F \ .a::, 4. , 'v :.S(specifymin. >:,•. r.' , : i ,t}. t'-si 4f" A }(_: i 4r ar 6 9 YC RACK \ PER B-CS STANDARD DETAILS �. l .='•`"' > ` X Bltr LE & �• ,'+;�r 5t .�v: - - el �.•� � • T��C, .'k.•! ire mx( •.h�i: t , t�as� tr ,haiF e:ca :!•�!l :C?ir cv 1 .->,-.:� :r'V. . �.;i,""�: clearance of nk U PARKING. SEE DETAIL .. }II I a {// ). t THIS SHEET N 0.3 0 .:.I � PROPOSED 8 CONC. PAVEMENT Tree Grate ::;;>;.::•�;;�.,` ' "�'�`'.�..:#��},�I N _ / a • to ' � 7f"o of Grate � PER B-CS STANDARD DETAILS : CU Structural Soil .....:.. • ....:..:.:{';>: ................ : x I 4 Ex . 349.05 by Amereq, Inc. or <v w �U�/ ? PROPOSED HC STRIPING, TYP. approved equiv. Brick Pav rs CONSTRUCTED PER B-CS • .:.'>..i•",..• .,JT"yyri •�L,.!:,i�l •.�Y y�:''i,.v�: .e�:t .. .. �) k �I / Q STANDARD DETAILS & SPECS. NOTE: Bicycle racks shall be Super CycLoops Model 2175 by S C r�...; Lµ r ,r' Drainag Pipe -, 348.16 �� N� /Q 1 , , . Columbia Cascade or approved equivalent (install per manuf). PROPOSED HC RAMP, TYP. r l 5 h ` 5� ' air �;�p; Tied to - W - t t' : r �.: Storm S wer .:.: :. ° ..... �' • •� � � � B I NYC L E EA -K \ z O i CONSTRUCTED PER B CS • ' ' � - " "' ` ' - -rv� / STANDARD DETAILS &SPECS.. .. rr� .. . - -_ .w � _ _-___ __ -__-- - _ _._._ _ .: ,,::•. a, tl ar a r . ,.,•ill Ir�i,4 I l.a,i.,[ •ir.li�i tll.. Prepared i� _1 -1 .r !11 131. Il ., i�1111 .I I .! L- l.[ i! Il .i .,I. I( i i t I . 1. _ 1 ._ .. 4 __ - City of Coll a Station Slte Design Standards -- .. ... ..i .a . �> . Lr k L! la ltl lil [! .d.! _ - _ _ ..... a i i. rlltI. [ il. it ru iII i �, I , {i'�i-�-- Y `9 w � _ -_.... 4.r ill .F wi, I l:r,.t! t,. a . , ,� . : , • . , _ . �:' _ � 9 r r , lr L1 ')-.sub 1, II !11 rll•II IU �_� ra eMlw g� " „ III . r I11 :11L.16 : 11 ti:en •,, 8'j5 PROPOSED 4 CONCRETE �!L3'• ,•r ..l�F +'+' EEE - \ SIDEWALK, CONSTRUCTED 1 ©¢ -�=�-- PER B-CS STD. DETAILS Tree,: at< , e: Ptater.•'ECevatin4. PJan.[�:spaces:abr�ae'aC�s;r:.lr:r kFa� ;Ints 'is .a.scvf rara,f : t : pr xs'dP:• More: ' sal: w�!IprT�'�:. ':k?;rcitii�l� :i?asat[h � �i air�ge:.ard t1 ��G�arrt�e c:or;apaLLa�iti:aiaa(�?;G7:�?HJr�b�:3�3}�•i,€;;�fCr�-..ilupti�€Ktilr�fite:'as:p;is:r::iG'I:�c:lnii�.r•idi� >ritaii4#i; �igi•'.i;dir 3 ( w / I \., PROPOSED 1 1/2" TYPE C HMAC IEsr Orcarrtcte seaLang,.: O O � I z '`.�'::\: OVER 8" COMPACTED BASE, .. �. .. ..� ,.:: ..: .. Kaps d p3apaters:sl��'trld 3�e a::. rr8n[r�trp:,n.of a ` Fet.. V,-Slrt 3 w \\ CONSTRUCTED PER B-CS I: ,,1 essner l�a{�.�. Th> r i�a;drrnisri[ Fsei fst .a� f n 'fr. t 3 ,� Tc ins recr Mull b6�:candtra.rrctc�f. * �\ \ 349.85 STANDARD SPECIFICATIONS. 4' P ¢ \\• )Sa�c3e;;'artr r ri11'�na:tdr [Iae resit de�rral{ :pavers. •altema:tives pub ci ta'avQir-awa� by _ _ thy: orri �i traEor Engineering 0 O °- CO PROPOSED STD, CLEANOUT • - - - - - F - a:�r..•n.�.t?:i�k;;;:.�.'��.z��..,rre:-�'.n' ,ri�i€ Ghr,a'alri•.hQ,•i�a,ltavatpri:im€xa•__nt �i[xi. •.�......•.. ri [...�' .. rx....3..:..3 ..•,I?,n. 1C�W �I -- CONSTRUCTED PER B-CS: " - r m, 1712 Southwest Pky, Ste 105 - O - -� Ex. Water ttr-.o.urn--1,'rl.tcr.snow.��s.'rapes.tp..,sari'fiuni:.lb,-..antil':siiiru:ndiii�:st(. -,- �- STANDARD DETAILS College Station, Texas 77840 ..._-.�: w _ ... ..: :: •. ;:.•: ' .:. :.' .... • .....� '.:�• .. • . .• . .. •.:. P.O. Box 10763, 77842-0763 >a 7'ree'ates: Parki�ay C-c11iar IvIPIde9: K:'3�ti1 !hrf.{�saenait;Fp�rn irf.rtt:rsrps,rr., �? CO PROPOSED DBL. CLEANOUT or... e. '�aew:atsi�t �u:�'�Wt ta:�' ', a�rel:ia�: �p�e A�#:,niniptia, sii.:��e:h`ct¢�i r� °b±�lttNa:.' 979.680.8840 (Phone) 9 3.....,..pE...... IQ _- - 8 CONSTRUCTED PER B-CS 979.680.8841 Fax W -- _ v/ W W W 4/ - „W - W 9 W - STANDARD DETAILS pugi- with 1!5".diaT_et, r ��parid''.bl� www.gessnerbngineering.com EX. 8 PVC Wateratu.: 9�altre+d.li 111t``rr.3ikj:�i FP}7f .. �-' )Alf �.L.J^t.i�n.i✓.�-.�, n:. T PROPOSED EMERGENCY^till' 1 • •-�`€r.:a:f+ae'use.';vattr:vr :.`� s,;1� r. „ :, :: � it i ctit:SU :...at01c, ti nsr; - - - - - - - - -T�- - - - - - - - / - - - - - - TELEPHONE CALL BOX a . .' rr{ 34 JJ swi�T E it a},•M, anti•. arm a, (i ae: 9catAs a��.ernle,s shalt':.: oF:cast: - : --- --- - ------ _ G G j G -.__ ----- _....._.. G _. ._ ____._ _�_.... _____ G�,•,``�j,�•,•�a��k,''?�;;i��',�-�'.�,i+�{�S�r:.,.`•. :'i�a�i:''�•a'�.IIr. n.��•.n><•'•a.•.�?^•':lEc�ai���aem'tei 1 ` P RELOCATED PARKING METERSlll��'rIlnar [txi xtY>1.. r..Y;..:. ...k..>�r..•:.." . . l y5 I / ( -0 w� ��i,s��{��,�u�aa'�P�ai•aar2�71y., ��,:S:T'.M::fit-48r�las�'3�.5'�ae`k�et#et's Ex. 8" PVC n. Sewer \ O O DTL DRIVEWAY THROAT LENGTHws;`>�A,:a'�';'''''' `:.i S S _......._..:._......_...... .r.:_.__..._.__ S i-._...__..._...__ `J :J `J ` I.. ) N J .._ .. . /J ,.> ,.> J _- _ a.� �i. - - 9 9'� . . J '----� J •� _ -- ^'}r 43 i• J . _.__..._._- .................._..._.. ......_..--_.._ C.S ___-.-_.. S S .___._._ . _......... S ......._..__.._....... _......._....._._..__. on 0 4 /o _ _-__ C _.:_____ --- . _ _._ ._. s _�.- E _ L • _ _ _ Tra s _ EXISTING TREE TO REMAIN TREE PLANTER & GRATE �S _ ..... .. __ __SAC =__ _ - - - City o College Station Site Design Standards __ _ _ - -=--- DRAWING TITLE SITE & DIMENSION ` CONTROL PLAN C ./ iE O Q oW z Cn W r- r-- _ r '--- L Z w _O O ~ E Q ru J N O E w OJ F 5O U U E O W z .E0. PROJECT NO> 08-0256 DRAWN BY: DAL CHECKED BY: MPT CONTRACT ISSUE DATE: o1-15-o9 REVISIONS 0 IL 0 DRAWING SHEET NUMBER SHEET 2 OF cJ