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DrawingsWIN EXISTING 6 SITE SPECIMC N67ES• I EXISTING 8" SEWER W TE LINE i -PROPOSED MANHOLE - . LINE 1.. -THE OWNER OF THE PROPERTY 15.318 JANE STREET VQQiU LLC. THE SUBJECT 1. PROPERTY IS :PART' OF Lar 1 BLOCK RE' i THE CON7RAGTCR SHALI_ BE RESPONSIBLE FOR VITRIFYING THE EXACT. LOCATION 6F. K 2. PROPERTY 7S ZONED GC. ALL. EXISTING UNDERGROUND UI1LiT1ES: d Fl �-s s -a s-$ s-8 s s BENCH MA Nit CATION OF THE UTILITY COMPANIES 4B HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. ---�----5-8 S-8 S-8 S -S S- S--8 -5-8 _ S-8 S"-8 S-8 S_g g, -�S RK 2 THE TOTAL D!5'ittRBED AREA FOR' '!t•tiS. PROJECT IS 1.544 ACRES (67 SF). DiG TESS: EXISTING SEWER {suo} s4q-6377 5 SIDEWALK LIMITS CITY OF BRYAN MONUMENT 109 3. D '' ATMOS ENERGY:` 979 774•-2506 TS DF # DRAINAGE OVFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS ( MANHOLE �. PROPOSED SEWER SERVICE 3AB STREET ELEV . 330.84 & DRAINAGE RETORT. suodlly LINK COMMUNICATIONS: {s7s 5s5-2429 DISTURBANCE vER¢oN: ; _ (s78} azo-a77a ca _ _ - _ t� 1 �E n t� i 4. LANDSCAPING AND IRRIGATION DESIGN dr ANALYSIS TOILE BE PROViDE ON THE 2. Tr' IS THE RESPONStBiLTEY OF to _ _ . LANDSCAPE do 1 THE CONTRACTOR TO .0 CIO 6 � 6 . IRRIGATION P1AN5. USE WHATEVER MEANS. W-6 s„ w s w s w s w=s w -s w -s w -s wcs - w -s EXISTING 6 VARIABLE WIDTH PUBLIC RETAINING , NECESSARY.To MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEWING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION 0 . ZO PUE WATER METERS. 15 'STREET APPROXIMATE _LOCATION OF �°�.,.. " S.'THE tRRlGATtt31; SYSTEM to F A CONSTRUCTION SEWER LINE ACCESS EASEMENT FDC EXISTING 6 usr BE APPROVED AND INSTALLED PRIOR Tt3 c.o. IXII ANO, SILT 980/629 WALL GAS SERVICE FENCE AS NECESSARY. FIRE HYDRANT SETBACK (PER MEP PLANS) WATERLINE RESERVED 2'x18" REFLECTIVE FINISH METAL SIGN 6. TRAFFIC IMPACT ANALYSIS IS NOT. 3 i PARKING REQUIRED. 3. THE CONTRACTOR iS RESPONSIBLE FOR INSPECTING AND MAINTAINING :THE EROSION 3h1 r s , AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE 1 -6' 7. THE. SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FIAODPLA! ACCORDING !1] EVERY 14 DAYS i , b ° > a A D . Q \ I FEMA FLOOD INSURANCE AFTER EVERY RAINFALL. EVENT OF 1 2r 0 •- �•'••: •'� �•• •••• ••• .: �++• ° ,�••' �• ••• , � +- •••• ►.r,w-,.. •y,...o � •�,.. v�i....�:.r_ a 'rte• p •• p, ` . - pa D • � £RATE MAPS FOR BRAZ05 COUNTY, TEXAS AN INCORPORATED I R MORE. THE CONTRACTOR SHAT!_. _ 633 47 AND G�, AREAS. COMMUNITY'NO. 480083, PANEL NOS. 032SE, MAP NO.48041 O215F, EFFECTIVE REMOVE ALL MUD DEPOSITEEI ON THE ADJACENT STREETS AS A RESULT OF THE Q D '� p . \'6' �" D > •e ,.m.� �. D T' °"' ° D �" DATE: APRIL 2 2014. CONSTRU THIS PROJECT I % �� r- --- T -ST.-' �-• no -\ t/1 -"' '-- - - -_� S. ALL RADII AND Df 4.. THE CONTRACTOR IS REQUIRED TO. MAINTAIN E TP DES DISTANCES ARE MEASURED TO THE SACK OF CURB U LESS OTHERWISE 150006 REQUIREMENTS FOR CO U 3N OES GENERAL PERMIT NO..iXR ^ T 3 3 12'x8' REFLECTIVE FINISH METAL SiGN NOTED. NSTR CTION 5(TE'S. 20 10 0 20 6 9. ALL PAVEMENT SHALL BE CONCRETE ft SECTION 5• PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER : REFER TO TYPICAL ON PAVEMENT ' ••°': I I L. \ \ q'I", . i - DEPTHS:.. CONSpiIICiiON 15 COMPLETE HY HYDROMULCHING AND SEEDING ALL' DISTURBED PARKING SiGN � 1' CURBSCALE IN FEET ARS\' 1 i6:ALLU1iuTY Li"SES {WATER.GAS,SANITARY SEWER. VERiZON: STMM ;ETC,}IS ND > PROPOSED 4 ` OPENING `SHOWN ARE TAKEN.FROM BIT AVAILABLE RECORD INFORMATION H .s• ALL CONSTRUCTION SHALL BE tN ACCORDANCE WITH THE 2ITI2 CirY OF LA 20' / ` \\ , , SIDEWALK F "' V 2x2 GALVANIZED STEE1 TUBE COLUMN CONSTRUCTION UTILITY MAP dOCtlMEN75 OBTAINEi? BY FROM CITY do I dEFENDENT BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS 1296 SF 1 1 F OTHERWISE NOTED.. ALL CONSTRUCTION SHALT. BE COE>RDINATED Wl7H THE CI\ 'V . t _ _ _ _ - _ -_,- ` SET IN CONCRETE FOOTING. PROVIDE AGENCIES ANDYOR ABOVE GROUND FIELD EVIDENCE SHOWN POSITI S -MAY NOT 7Y N`"-2.GALVANIZED STEEL CAP' WELDED TO REPRESENT AS -BUILT CONDITIONS E1gNEER'S OFFICEI TOP OF TUBE PAINT TUBE AND CAP: 11. PROPOSED SIGNS SHALL BE PIIRMlT1E SEP 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 ARATELY IN ACCORDANCE PATH THE UDO.-J SUBPART P FOR TRENCH SAFETY REQUIREMENTS.9' PARKING SPACES ° _ . _ - _ _ - t x j t I 12. ALL STORM SEWER S® i PRIVATE.STORM. SEWER COVERS SHALL BE LABELED PRIVATEE3. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL. MEASURES ONCE GRASS 15 � � .__. - - _._....- � re1IANDSHALL NGT USE THE CITY OF COLLEGE STATION- LOGO ON: CO E5L'ABUSHEd:o.I (.0 1 ` `� ` q - t 1 t ! t 13. THE MINIMUM REQUIRE6 �, I PROPOSED 1 \ t i FIRE FLOW FOR A COMMERCWL 8U1191NO IBC TYPE 0tH OF S. N I PROPOSED 4 \ \ OUR$' ! I 10.000 SF IS 2250 GALLONS PER MINUTE: ONE FIRE HYDRANT IS IRFD. TH£ INLET Er PROTECTtoN rO BE INSTALLED AT ALL PROPOSED AND EXISTING .INLETS { ADJACENT TO THE PROJECT SITE. 23' 1 I SIDEWALK STORY G 600 SF OPENING 1 I i Ngg�; BUILDING WILE BE FULLY SPRINKLED WHICH DECREASES THE REQUIREfLOw BY sax l \ � BUILDING .� oumooR t to 1' CURB \ L J (1500 GPM MEN.) 2 FiRE HYDRANTS ARE EXISTING k I FIRE HYDRANT IS PROPOSED: S SIDEWALK= �' SEA N to i A 3' M N. 10: EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS .. \ � \ 10 000 SF �.. �+ c ._._i 1. ALL CHARACTERS MUST BE W. OF SECTION 7.11 OPENING- i I p e -I / 4 OF THE UNIFIED DE:'VEIDPMENT ORDINANCE THE UG Hr ABOVE GRADE OR SIOE'WAtJt. 1 BUILDING SETBACK LINES SHALL BE. IN ACCORDANCE WITH LTTE CITY O .COLLEGE U ITT SOURGE SHALT. NOT PROJECT t y' 8 ^' 9' PARKING SPACES 4~ I \ _ 19 : .D BELOW AN OPAQUE. HOUSING AND N 0 FIXTURE SHALL DIRECTLY PROJECT LIGHT us. PAFVGMG STATION UNIFIED DEVELOPM@IT ORDOVANCE HORIZONTALLY. � r \ \: FF - 345.5 - � - •. ' • � a -. '� a FIXTURES -WILL HE .MOUNTED. IN SUCH A MANNER 'THAT THE D P C \15.�SCREENEDRAT CTE CONE OF LIGHT DOES NOT CROSS - \ \ �, I , 2 Al.i.. ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE ANY PROPERTY LINE. P[FASE:N07E2 MAX HEIGHT 4FROM " \ y My MEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC Rt -OF-WAY OR �T COMPLIANCE WITH THIS SECTION WILL BE. ViOIEFIED AT THE TIME OF BUILDING . In . _ NI DETAIL RESIDENTIAL D)STRiCT WITHIN 15W OF THE SUBJECT LO MEASURED FROM PERMIT AND COMFICAIE OF OCCUPANCY. e -�}- ADA SIGH r r. OM A POINT, i FEET ABOVE. GRADE SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ° I i 20.5 I \ PROPOSED ADA- ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED? APPEARANCE i \ \ E N 1 CURB SIGNAGE �, D M _ - INTERIOR � t .. . • LANDSCAPE ISLAND .ANALYSIS: \ \ \ t OPENING 6 TOW -AWAY i6. ANY EXPOSED CONCRETE OVER 6 IN H©Gtir WILL BE SCREENED FROM MEW OR d \ .PARKING ZOITE TREATED TO LOOK LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY ffi _ • \ � ISLAND 4 I \ _ z THE ADMINISTRATOR, INCLUDING THE DETENTION POND OUTLET STRUCTURE. TOTAL PARKING: 61 SPACES I \ PERIPHERAL PARKING: 11 SPACES f454 SF O "� �' 17.100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING DECORATIVE ROCK NOT �, ( NOTE; g j>. m I N07ESo " a ' INTERIOR PARKING: 50 SPACES FIRE : \ I .a:.,...* :..: _ ... _ .. - �-...- -'-. ' ._ �.,- ..; TYPE G EXPANSION JOINTS IN CURS &GUTTER SHALL }. R A .t1ERENNEAL GRASS IS REQUIRED !N PARKING Lor ISLarIDS . Swnifs AND _ _ a T �'!� v D o • . _ v a . °�""" l DRAINAGE ARDS. THE PARKING LOT SETBACK RiGHT - YS AND : INTERIOR LANDSCAPE ISLAND REQUIRED: LANE t i p . F 1. SIGN SHALT COMPLY WITH THE Cotes BE SPACED AT A MAXIMUM DISTANCE OF 40 APART. P --OF WA ADJACENT Q IRED: i e� �--Q � �� c� rs� ss=s FIRE SERVICE STANDARDS. c� SIGN I . PARKING 26.5' INTERIOR ` AND AT ALL RADIUS POINTS, P:T.'s, AND P.C.'s. TYPE PROPERTY DIs1uRBEd DURING COE�sTRucnoN 50 SPACES X 12 - 600 SF I ` ACCESSIBLE s' "$" CONTRACTION JO 1s. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTIEJi'EES SPECIFICATIONS AND PER to . � I ISLAND 33 g` t, \ INTERIOR 8 8 11 : � PARKING � ��.. FIRE LA.'�IE SIGN'DET ANT'S IN CURB &GUTTER SHALL BE THE COU.EGE STATION uTllmEs ELECTRICAL. DESIGN 1:aR I f727 SF & BIKE RACK ROUTE AIL , Tests _ t `� � � I PARKING 20 PROPOSED 4' ISLAND i � t � � N:L•s. SPACED AT A MAXIMUM .DISTANCE OF i 0 APART PROJECT. ISLAND 2 \ WHEEL STOP SIDEWALK 1237 SF �+ _ V " CSU ELECTRICAL CONTACT ELECTRIC PROJECT COORDINATOR FIRE LANE MARKINGS - 24 CITY .OF COLLEGE STATION UTILITIES \ nvT as 32i �`I LILT$ SF 8. s, V (TYP.) 979-764-6314 _ ( 7 ry 9 PARKING SPACES - \ ; " 0 1 rt O.I� �� \ j 1. ALL CURBS AND CURB ENDS SHALL 6 15 19. THE DUMPSTER ENCLOSURE a I � � E SEEALL BEA 6 TALL' WOODEN OR STT)NE FENCE PER t �- ` ! T i - - , 'N BE PAINTED RED WITH FOUR INCH 3 ARCHITECTURAL DETAILS:" THE DUMPSTER AREA SHALL. BE 24' x 12' NOT INCLUDING: 1 5 rQ, (41 WHiTE LETTERING ANY BOLLARDS ! I 125' I / tn/ A / 14 ^' !9' PARKING SPACES ./ / /� l 2 STATING "FIRE LANE - NO PARKING 3 Q I w VAN ACCESSIBLE / `� v - TOW AWAY ZONE". HANDICAP PARKING SPACES J / z f . za: FOR PURPOSES of st m K 1 ITL „ SIGNAGE, LANDSCAPING, AND NRA THIS DEVELOPMENT IS ` QQ / SPACE WORDING MAY NOT BE SPACED MORE 9 K7 I 1 /l I »__-344---�` 23' f to i {'n Z THAN FIFTEEN FEET APART 3"T� " 6 CONSIDERED A HUELDiNG PLOT WITH THE IMPROVEMENTS EXISTING ON 7iiI5 LOT. -! 1 " � 1/4 21. A KNOX BOX SHALL BE PROVIDED ON THE BUILDING NEAR THE RISER ROOM. AND KNOX b Z 2. A SIGN.TWELVE INCHES {12-} WIDE CAPS SHALL BE PROVIDE ON THE FDC. PER FIRE DEPARTMENT REQUIREMENTS. S. >' 'P 4 G) tit AND EIGHTEEN INCHES 18 IN I! -� (LS 17 ^' 9 PARKING SPACES 3 , HEIGHT SHALL BE MOUNTED IN f6 w I " 22. FOR PURPOSES- OF SIGNAGE, LANDSCAPING. AND "N THIS DEVELOPMENT IS ,p LAN D CONSPICUOUS LOCATION AT EACH �", " " IRA s: --� ps 6 6-3/4 CONSIDERED A BUILDING PLOT wtTtt THE EXISTING IMPROVEMENTS ON THIS LOT: 0 � �ENiRANCE I.aCATtONS�SHOW SLIGHT. -� - 2 INTERIOR g; '"-I T SIT ST ST S T _> SIGNS SHALL BE TWELVE w HTEEN PARKING ....3 INTERIOR ° a I INCHHEES(HIGH WIWIDTH A COMPANION " --- - a ` t ¢ ISLAND 6 1 - 20' _ PARKING SIGN TWELVE INCHES (12`) WIDE 3 -� Uzi ST TT ST ST -S1592 SF HIGH j _ 1""" ISLAND 5 „n STATING "TOW En AND SIX AW Y ZONE', SUCHSiGNS SHALL BE P TYPICAL COMBINED , 1235 SF r1 RENTED m >' \ �D' PUE o 0 1 ` ST T SAT ST ST S T ' sWH��BACKGROUND WITH ON A SPILL CURB !1- #4 BARS ar I \ I \ RE. LS, LEITER AND BORDER IN �I rs 0= 3 4" X 18" SMOOTH 11299 ji 88 \ � - ` M \ \ UNDERGROUND STORM, ��- EXPANSION DOWELS i 1 '�' WATER DETENTION a, TOW -AWAY ZONE SIGN SHALL BE 12• \ l WiDE X 6` TALL PER TMUrCD FACILITY 1 R7-201aP SIGNAGE � 5' SIDEWALK � I ,• � � . , . ; - k � >s�, til �' � \ I , \ � I I� I__�l - x• � d EXIT ONLY cc• SiGN ::.« :' �: ':•., • :� o -LIMITS OF �� am I� ® / 1 `e ' 'I $ '- DISTURBANCE`-- ` LIMITS of ;� 15' STREET I 1 1 DISTURBANCE \ (� a i SETBACK 1242t' j.\J b� 1 7.5' PUBLIC I - �,/ ` \ :. ACCESS ` ` so \ EASEMENT i f l \ UTILrTY DEMAND SM SIFICOMMSICLAL WATE DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 12.5 GPM MAXIMUM (P E kK) 50 GPM 1 " DOMESTIC WATER METER INTERIOR ISLANDS RESTAURAW PER LEASE SPACE MINIMUM END ADDITIONAL ISLAND TOTAL ISL AND ISLAND INTERIOR ISLAND # AREA AREA AREA WATER DEMAND) S.F.. REQUIRED PROVIDED ) 45 GPM 5" SANITARY S.F. S.F. 1 237 180 57 2 308 180 128 3 198 180 18 4 473 360 113 5 235 180' 55 6 592: 180 412 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 783 SF (600 SF REQUIRED) (@ 90% OF TER DEMAND) EAMMI ANALYS;S I; AVERAGE I 12 GPM MAXIMUM (PEAK) 45 GPM REQUIRED PARKING' 6" SANITARY SEWER LINE 1.047o MIN. SLOPE 10,000 SF OF COMMERCIAL 1 SPACE PER CO E @t FIXTURE UNITS = 105 40 SPACES REQUIRED FIXTURE UNITS ALLOWED = 700 PiPE SLOPE OK 10,000 X 257, MAX . INTENSE USE 2500 SF - 3,600 SF OF INTENSE- USE PROPOSED - 2,500 SFI: I e, r A "SP1 . ..•.w �..� .�---..--.'. .-----__ t Y-- EXISTING BL�I�DI� r•.; •.,..,;, � EXISTING TRANSFORMER/ `° a ( \ '` .\ '•,.`: ELECTRICAL METER \ \ I I , 7.5 SIDEUMPS. •., j >� PAD &� \ I D I SETBACK ENCLOSURE 14 N 9' EXISTING SPACES \ I _..._ �, -' w » 1 i 1 I CL m ¢ IN47 49 10'W - 99.95' 1 cn , � I j � z \ \ \ \ w cn ` 12 M 9 EXISTING SPACES \ \ rn 1 - 1 3' -4 \ 2 t�lJ �? N/F Zo` PUE I n�' \ \ 1 - n I r_ BETTY i 980/629 I t COONER, BLOCK 2, LOT 3 0.1492 ACRES M 1 _____--LIMITS OF \ \ \ I ( \ gg //''��►► ZONED C -N !ii E� •DISTURBANCE \ \ \ hE4iEND EXISTING CONTOUR l co 1 1 \ 'm - PROPOSED CONTOUR EXISTING' 6" SEWER \ PROPERTY BouNDAtT( UNE. L Z I ¢ ANE STET c°n 7.5 SIDE , \ BACK OF CURB I 1Z' 03�� \ I I 2 -. SETBACK i \ \ : ' D 4 . - - EXISTING EASEMENT EXISTING SEWER - t '1 \ PROPOSE P.U.E NAIL .LOIN I N47 34' O6'W - 47.15 ( SETBACK NIFJt'-s ill L1NI1/EI�SITY MII/E N 7 a 4's 06'W - 165.74' \ RUFFINO INVESTMENT I I PROPERTIES, LLC , I EXISTING 6" EXISTING SEWER 4 \ REPUBLIC BANK ADDITION I SEWER LINE MANHOLE1 j \ LOT 3 4 0.9863 ACRES . SIDEWALK OR PATH I ZONED C -N NOTE: ALLCURBS 6- IN HEIGHT MARK LOCATION WITH GALVANIZED WHERE APPLICABLE UNLESS NOTED OTHERWISE . Los' CARRIAGE BOLT W INSTALL 24" X 2" BOLT IN1s- 1.9• 6' AT EACH END WALK STEEL REINFORCING BARS T d ONCRETE PAVEMENT 3'R 1 1/4.R $ + -©MH :e .are•:* d ( �.. d Q; d. ,r.+�' -.L -5 ]5 / / / :\ .t -v s.. •.: _�; -1 ,4 s.'* .-r�' .-�-. -r. 1. a X 1 U11UIrY'DEMAND' 3000 8F WATER DEMAND RESTAURAW PER LEASE SPACE MINIMUM 0 GPM AVERAGE 12.5 GPM MAXIMUM (PEAK) 50 GPM 1 DOMESTIC WATER METER SANITARY -SEWER DEMAND (® 907..OF WATER DEMAND) AVERAGE 12 GPM MAXIMUM (PE ) 45 GPM 5" SANITARY SEWER LINE 0 1.04% MiN. SLOPE FIXTURE UNITS = 105 FIXTURE UNI# ALLOWED = 700 PIPE SLOPE OK PROPOSED SANITARY SEWER' UNE f'� w-6 --- PROPOSED WATER UNE T�TAL AREA _ �.� A�✓' ST ST PROPOSED STORM SEWER LINE (''A {� W-6 -- OVERHEAD ELECTRIC REI VBLIVBANK +►AD• MON IRRIGATION SLEEVES LOT i, BLOCK+ i I' a.. PROPOSED BUILDING OL 980, PCC ,629 !I ' 6 < PROPOSE SIDEWALK ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION BRAZ05 COUNTY, TEXAS dtRECTioN I, a FIRE HYDRANT SCALE: 1 "=20' JUNE 2014 j GATE VALVE OWNER DEVELOPER: SURVEYOR: a �f\�f \ L�l \// // 1g'' 6- SANITARY S1lY 24. EXTEND END 18 � � \ O ETR MANHOLE 318 JANE STREET VENTURE LLC BEYOND CONCRETE "� AND TAPE BOTH ENDS �3w mft- &" _30- MiN. 6. BIKE RACK DETAIL ' N•TS. . \--6" LIME STABILIZED SUBGRADE (EXT�NDS 1' OUTSIDE THE EDGE OF PAVEMENT) SC;H 40 PVC PIPE * Xp 5" OR 61 AS SHOWN ON THE PAVEMENT PLAN 12" BELOW TOP OF * 6" P�VEMENT - USE #4 RESAR 0 18" O.C.E-W. GRADE• TYP. * * 5 P�VEMENT USE #4 REBAR @ 18 O.C.F-W NOTE: VE ENT SE UNDER TYPI t11 CONCRETE PAV NG SECTION PAVEMENT SECTIONS S PVC SLEEVE NEED TO BE 6" BELOW N.TS. N.T.S. THE TOP OF PAVEMENT. , THE S .APPEARING ON THIS a. a - DOCU M WAS - ENS AUTHORIZED BY D �N. L. DOM, P E. ' r r z: c �a t E�r • IIS 5.. 1 �'� � tt : LL g ?...� L'♦.J LiCENSE N0. 109835 2730 Langmire, Suite A JULY 14, 2014 College Station, Texas 77845 ISSUED FOR CONSTRUCTION ._ :.-979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. I DATE KERR DLD DLD JPS 14325 JULY 2014 " P;f0F "r '. s DEVEN L DOYEN � 109835 FIRM # 12327- SCHULTZ ENGINEERING, LLC 0= #4 BARS 0 3/wl X 18- SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. 11 JANE STREET RETAIL BUILDING REPUSLICBANK ADDITION, LOT i COLLEGE STATION, TX Nr I. hi 2�2 7111, f. OL,g ICE- STA T -O ENGINEERING SITE PL BRAD KERB, RPLS Na. 4502 C/O CHARLIE HARPER KERR SURVEYING, LLC 318 N BRYAN.AVE. 409 N. TEXAS AVENUE BRYAN, TEXAS 77803 BRYAN, TX 77803 (979) 823-8525 (979) 268-3195 ENGINEER: �I SCHULTZ ENGINEERING, I.I.C. 3,. _ a.. h Box TIES tim COLLEGE STATION, TX 77842 + (979) 764-3900 17 3 4. SCALE c • .. IAN TICAL JUL 2-122014 HORIZONTAL ��--�.:. L T� • PLOTTING SCALE: VELOI M� i\, 3 I � PLAT Ff! ED: FILE NAME: 14-325 CONSTRUCTION EXIT SILT FENCE INLET PROTECTION VEHICLE LAY OF HOSE SIRE LAftEi�r� FIRE LANE Xw ams 20 m m' mm ® mm ACCESSIBLE ROUTE SITE PL BRAD KERB, RPLS Na. 4502 C/O CHARLIE HARPER KERR SURVEYING, LLC 318 N BRYAN.AVE. 409 N. TEXAS AVENUE BRYAN, TEXAS 77803 BRYAN, TX 77803 (979) 823-8525 (979) 268-3195 ENGINEER: �I SCHULTZ ENGINEERING, I.I.C. 3,. _ a.. h Box TIES tim COLLEGE STATION, TX 77842 + (979) 764-3900 17 3 4. SCALE c • .. IAN TICAL JUL 2-122014 HORIZONTAL ��--�.:. L T� • PLOTTING SCALE: VELOI M� i\, 3 I � PLAT Ff! ED: FILE NAME: 14-325 '•°'lit' j PARKING ] ISLAND ® , ±296 SF ,ro IEXISTING 6" ' FIRE LANE-_,.- 2O iO U 20 T6- 1 5. PERMANENT VEGkTA'flON WILL BE ESFABUSHED ON THE DI5RTRBEp AREAS AFTER 15 COMPLETE NE INTERIOR ISLAND -- - - _ SIGN 'CURB SCALE IN FEET AREA -8 S-8 S-8 S-8 S 8 S-8 S-8 S-8 i OPENING to - UTILITY LINES (WATER. GAS, srwlrARY SEWER. vEraZON. SIM SEWER, ELIC_) RECORD BASED SHOWN ARE TAKEN .FROM BEST AVAILADOCUMENTS 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2072 CITY OF z Q SIDEWALK `" ' '- - '"- - - - ^- - - --- Y- - - 7 ,- _ -- � p - . - -, 57 � � 2x2 GALVANIZED STEEL ?USE COLUMN SET IN CONCRETE FOOTING. PROVIDE 1 Y FRMATICIN CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CRY do INDEPENDENT PE AGENCIES AND/O2 ABOVE GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT L9RYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS WISE OTHER NOTED. ALL CONSTRUCT ON SHALL BE COORDINATED.117H THE CITY 128 SEWER 198 5' SIDEWALK GALVANIZED STEEL CAP WELDED TO TOP OF TUBE PAINT VIBE AND CAP. REPRESENT AS -BUILT CONDITIONS. ENGINEERS OFFICE. 360 113 MANHOLE' 235 180 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 28 CFR PARS 1926 592 ® ® ® = t°ib w-s = w-s w -s � ® w -s � W -s ® ® w-6 ® ® ® � W-6 W-6 �fts EXISTING 6" PIPE SLOP VARIABLE WIDTH PUBLIC 20' PUE RETAINING WATER METERS SEWER UNE cn ACCESS EASEMENT 9/80/629 WAY-#- FIRE HYDRANT 155 EXISTING SPACES Q . "a' • P . **. \'•6 ' �` `.'• }- !e�Y!..D wt:...r 2"i . •,i.' .... '"ir,, �. �,w •� • �,,, .S' w N� •o .t. it • �,,,,, �.•_ t7;�. ` . \ N It � ° T �-�,I. - �,�.#,,,_,,.° '•°'lit' j PARKING ] ISLAND ® , ±296 SF ,ro EXISTING 8" SEWERS SPECIEC : ,r -PROPOSED MANHOLE UNE 1. THE OWNER OF THE PROPERTY IS 318 JANE SiREEr VENTURE, . THE SUBJECT 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION C PROPERLY 1S PARt OF LOT 1. BLOCK 2. PiiOPEI2TY IS ZONED GC. ALL EXISTING UNDERGROUND i1TILJTIES. NOTIFICAIt{IN OF THE UDt1TY COMPANIES BENCH MARK -S-8-----••--•--S-B S-8 S-8 S-8 S-8 S. HOURS IN ADVANCE OF CONSTRUCTION ISREQUIRED.�� 2 THE TOTAL DNSTURBED ARE4 FOR THIS PROJECT IS 1.544 ACRES {87.25? SF). DIG TIT'S: CITY OF BRYAN MONUMENT 109 i' ATMOS ENERGY {976 774-2506 PROPOSED SEWER SERVICE OMITS OF # 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE' SLORM SEINER SHEETS SUDDEN EIIUc COMMUNlCAT1ONS: 979 595-2428 JAM STREET DISTURBANCE ELEV : 330.84 lis DRAINAGE REPORT. AND E VERlZON: {879 821-4770 1�6MMWM=-6 ® _ _ 111111 4 LANDSCAPING AND IRRIGATION DESIGN ae ANALYSIS WILL 8E PR OED ON THE 2, (T Is THE RESPONSIBILITY` OF THE CONTRACTOR TO 115E WHATEVER MEANS W---� W-6 LANDSCAPE do IRRIGATION PLANS. ' APPROXIMATE LOCATION OF �� PNRa SITE, TMT NI INCLUDES EROSION THEAND sPREVW r °F amENr FROM LE VExGITTHE FDC 15 STREET EXISTING 6" 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND iNOTALLED PRIOR TO C.O. PRWPENCE rS SETBACK GAS SERVICE (PER MEP FLANS) WATERLINE RESERVED 2'xt8` REFLECTIVE FINISH MErAt SIGN 6, TRAFFIC IMPACT ANALYSNS IS NOT REQUIRED. PARKING 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSIO! YEAR AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS 3' � VV'E -Sam 47 1 _6- 7. FEMA FFLOOOD INSURANCE RATEMAP$ FOR! BRAZEos°COUNTY, TEXAS AND iNWRFQRATED AND AFTER EVERY RAINFALL EVENT OF 1/2* OR MORE THE CONTRACTOR SHALL. ra y. '.. UAb AREAS. COMMUNITY No. 480 25E, MAP NO. 4B041CO215F EFFECTIVE REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE 083, PANEL NOS. O3 • CONSTRUCTION OF THIS PROJECT A DATE: APRIL 2, 2014. -� - 8. ALL RADII AND DISTANCES ARE MEASURED To THE BACK OF CURB UNLESS OTHERWISE 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT N0. TXF a O ' log REFLECTNE FINISH METAL SIGN NOTED. 1500OD REQUIREMENTS FOR CONSTRUCTION SITES. ( SUB ' FIRE LANE-_,.- 2O iO U 20 T6- 1 5. PERMANENT VEGkTA'flON WILL BE ESFABUSHED ON THE DI5RTRBEp AREAS AFTER 15 COMPLETE ISLAND INTERIOR ISLAND -- - - _ SIGN 'CURB SCALE IN FEET AREA ARcORtJCtION BY HYDROMULCHMG AND SEEDING ALL DISTURB® M o 2 o tn. rx Y Z ` i PROPOSED 4' , ` 4 ` f \ a OPENING to - UTILITY LINES (WATER. GAS, srwlrARY SEWER. vEraZON. SIM SEWER, ELIC_) RECORD BASED SHOWN ARE TAKEN .FROM BEST AVAILADOCUMENTS 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2072 CITY OF z Q SIDEWALK `" ' '- - '"- - - - ^- - - --- Y- - - 7 ,- _ -- � p - . - -, 57 � � 2x2 GALVANIZED STEEL ?USE COLUMN SET IN CONCRETE FOOTING. PROVIDE 1 Y FRMATICIN CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CRY do INDEPENDENT PE AGENCIES AND/O2 ABOVE GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT L9RYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS WISE OTHER NOTED. ALL CONSTRUCT ON SHALL BE COORDINATED.117H THE CITY 128 3 198 180 GALVANIZED STEEL CAP WELDED TO TOP OF TUBE PAINT VIBE AND CAP. REPRESENT AS -BUILT CONDITIONS. ENGINEERS OFFICE. 360 113 5 235 180 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 28 CFR PARS 1926 592 180 412 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 783 SF (600 SF REQUIRED) ` PIPE SLOP OK 22 QUEUESPACES (1 R HANGS cn EXISTING 8" SEWERS SPECIEC : ,r -PROPOSED MANHOLE UNE 1. THE OWNER OF THE PROPERTY IS 318 JANE SiREEr VENTURE, . THE SUBJECT 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION C PROPERLY 1S PARt OF LOT 1. BLOCK 2. PiiOPEI2TY IS ZONED GC. ALL EXISTING UNDERGROUND i1TILJTIES. NOTIFICAIt{IN OF THE UDt1TY COMPANIES BENCH MARK -S-8-----••--•--S-B S-8 S-8 S-8 S-8 S. HOURS IN ADVANCE OF CONSTRUCTION ISREQUIRED.�� 2 THE TOTAL DNSTURBED ARE4 FOR THIS PROJECT IS 1.544 ACRES {87.25? SF). DIG TIT'S: CITY OF BRYAN MONUMENT 109 i' ATMOS ENERGY {976 774-2506 PROPOSED SEWER SERVICE OMITS OF # 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE' SLORM SEINER SHEETS SUDDEN EIIUc COMMUNlCAT1ONS: 979 595-2428 JAM STREET DISTURBANCE ELEV : 330.84 lis DRAINAGE REPORT. AND E VERlZON: {879 821-4770 1�6MMWM=-6 ® _ _ 111111 4 LANDSCAPING AND IRRIGATION DESIGN ae ANALYSIS WILL 8E PR OED ON THE 2, (T Is THE RESPONSIBILITY` OF THE CONTRACTOR TO 115E WHATEVER MEANS W---� W-6 LANDSCAPE do IRRIGATION PLANS. ' APPROXIMATE LOCATION OF �� PNRa SITE, TMT NI INCLUDES EROSION THEAND sPREVW r °F amENr FROM LE VExGITTHE FDC 15 STREET EXISTING 6" 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND iNOTALLED PRIOR TO C.O. PRWPENCE rS SETBACK GAS SERVICE (PER MEP FLANS) WATERLINE RESERVED 2'xt8` REFLECTIVE FINISH MErAt SIGN 6, TRAFFIC IMPACT ANALYSNS IS NOT REQUIRED. PARKING 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSIO! YEAR AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS 3' � VV'E -Sam 47 1 _6- 7. FEMA FFLOOOD INSURANCE RATEMAP$ FOR! BRAZEos°COUNTY, TEXAS AND iNWRFQRATED AND AFTER EVERY RAINFALL EVENT OF 1/2* OR MORE THE CONTRACTOR SHALL. ra y. '.. UAb AREAS. COMMUNITY No. 480 25E, MAP NO. 4B041CO215F EFFECTIVE REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE 083, PANEL NOS. O3 • CONSTRUCTION OF THIS PROJECT A DATE: APRIL 2, 2014. -� - 8. ALL RADII AND DISTANCES ARE MEASURED To THE BACK OF CURB UNLESS OTHERWISE 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT N0. TXF a O ' log REFLECTNE FINISH METAL SIGN NOTED. 1500OD REQUIREMENTS FOR CONSTRUCTION SITES. ( SUB ' FIRE LANE-_,.- 2O iO U 20 T6- 9. ALL PAVEMENT SHALL BE CONCRETE REFER To TYPICAL MCI FOR PAVEMENT DEPTHS. 5. PERMANENT VEGkTA'flON WILL BE ESFABUSHED ON THE DI5RTRBEp AREAS AFTER 15 COMPLETE ISLAND INTERIOR ISLAND -- - - _ SIGN 'CURB SCALE IN FEET AREA ARcORtJCtION BY HYDROMULCHMG AND SEEDING ALL DISTURB® M o 2 o tn. rx Y Z ` i PROPOSED 4' , ` 4 ` f \ a OPENING to - UTILITY LINES (WATER. GAS, srwlrARY SEWER. vEraZON. SIM SEWER, ELIC_) RECORD BASED SHOWN ARE TAKEN .FROM BEST AVAILADOCUMENTS 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2072 CITY OF z Q SIDEWALK `" ' '- - '"- - - - ^- - - --- Y- - - 7 ,- _ -- � p - . - -, 57 � � 2x2 GALVANIZED STEEL ?USE COLUMN SET IN CONCRETE FOOTING. PROVIDE 1 Y FRMATICIN CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CRY do INDEPENDENT PE AGENCIES AND/O2 ABOVE GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT L9RYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS WISE OTHER NOTED. ALL CONSTRUCT ON SHALL BE COORDINATED.117H THE CITY 128 3 198 180 GALVANIZED STEEL CAP WELDED TO TOP OF TUBE PAINT VIBE AND CAP. REPRESENT AS -BUILT CONDITIONS. ENGINEERS OFFICE. 360 113 5 235 180 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 28 CFR PARS 1926 PART P FOR TRENCH SAFETY REQUIREMENTS, • � 11 N 9 PARKING SPACES -� .� 1 ;,- -- - - - - --- � 1 �' - - J 12. ALL STORM SEWER IS PRIVATE. STORM SEWER COyiRS SHALL (I LABELED PRIVATE 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS J , 1 ( AND SHALL NOT USE Re CITY OF COLLEGE STATION LOGO ON VERS ��L�� • PROPOSED 1 `� 13. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL. BUILDIN ,TBC TYPE: IM OF xp ,� 23, PROPOSED 4 \ 600 SF CURB 1 L # } 10,000 SF LS 2.250 GALLONS PER MINUTE. ONE FIRE HYDRANT Is REQUIRED. THE 9. INLET PROTECTION To IE INSTALLED AT ALL PROPOSED AND EXN511NG INLETS 1' CUR 1 I L SIDEWALK ` STORY BUILDING `., OUTDOOR OPENING j L L NOTES' BUILDING WILL BE FULLY SPRINKLED WHICH DECREASES THE L2EQtl1R» FLOW BY 50XADJACENT TO THE PROJECT SITE. 5' SIDEWALK �: I �, L ! (lsao GPM MIN.) 2 FIRE HYDRANTS ARE EXISTING & 1 FIRE HYDRANT Is PROPOS®. OPENING 1 , I \ \ 0 000 SF SEATING vl t 3• i. ALL CHARACTERS MUST BE SD* 1D. EXTERIOR BUILDING AND SITE LNaTfiLNG WILL MEET THE STANDARDS OF SECTION 7: s O -I / OF THE UNIFIED DEM]MMW ORDINANCE. THE LGHr SOURCE SHALL Nor PRWEC 8 N 9 PARKING SPACES \\ j \ \ '� MINIMUM ABOVE GRADE OR StbEWALK. t4: BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE '' BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECI•LIGHT \ FF = 345.5 *� :s ., - .D PAfVM �-.,,� STATION LINtf D ORDINANCE HHORMONTALLY. FD[RM WILL BE MOUNTED IN SUCH A MANNER THAT THE 22 MAX HEIGHT 24' 15. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALT. BE SCREENED FROM PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTL t \ 1: \ .. ` a OiiEI.Y VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC�','RIGdi7-OF-WAY OR THAT CoMPUANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING } 9' \ I `� # '*. .-, ® ADA SIGN, PERMIT AND CERTIFICATE OF OCCUPANCY. . � ` \ \ (� ` . „ •. � 'V DETAIL RESIDENTIAL DISTRICT WITHIN 150 � THE SUBJECT LOT. MEASURED FROM A POINT 5 l \ PROPOSED ADA NTx ARCFII LECTURE AND FIMT MOVE ESCALE TO SUCH l7NN EENING AI ikIIFIEDP ALL BE COORDINATED EARAN�THE BUILDING ° • 1 i 20 s' \ ( INTERIOR ( \\.. \ SIGNAGE I 1' CURB a a ( LANDSCA E tSLA D I TbYIFAWAY 16. ANY EXPOSED CONCRETE OVER 6 IN HEIGHT WILL BE SCREENED] FROM VIEW OR P N ANALYSIS: 6 PARKING I \ OPENING THE ADMINISTRATOR, INCLUDING THE DETENTION POND ODU.E STI � TOTAL PARKING: 61 SPACES ®C -r \ ( ISLAND 4 ( \ > �' t i - i ZONE TREATED TO LOOK LIKE A STONE, BRICK, OR OTHER ALTERNATIVE AS APPROVED BY FIRE "' 1454 SF -- O t s Is NOTE: t7.1oDx COVERAGE OF GROUAiDCOVER, DECORATNE PAYING, Dt9CORA PERIPHERAL PARKING: 11 SPACES awle } • J1t#�: G. (NOT INTERIOR PARKING: 50 SPACES "" "' - : " ""' "i°•,'� `r -- �- -- --Q -• W- ".. -:.- ....,_:. .- ... TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHAD_ ! OR A PERENNIAL GRASS iS REQUIRED IN PARKING LOT TSLIWOS, AND INTERIOR LANDSCAPE ISLAND REQUIRED: t� } I BE SPADED AT A MAXIMUM DISTANCE OF 40 APART SETBACK. RIGHT -GF WAYs. dND ADJacelvr " • . DRAINAGE AREAS. THE PARKING LDT LANE �+ •' . NFIR PARKING 20.5' I a te ' °L� °�"' INTERIOR ® 1 FIRE SERVICE STANDARDS. Ir 'i ' I- t. Slt,�f SHALL. COMPLY WITH THE COGS ' PROPERLY DISTURBED DURING CONSTRUCTION 50 SPACES X 12 = 600 SF tSLAND 9 ACCESSIBLE AND AT ALL RADIUS POINTS, P.T.'s, AND P.C.'s. TYPE 3 t \ INTERIOR w 8' 1}• 9' PARKING "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE ILII. ALL ELECTSIQAL IMPROVEMENTS SHALL BE PER COLLEGE STATION 'WILIiiES ±727 5F ( to I BIKE RACK PARKING ROUTE ISLAND 1 FM LANE SIGN DETAIL SPACED AT A MAXIMUM DISTANCE OF 10' APART PROJECT.EDM� �D PER THE COLLEGE STATION UI1Ui1ES ELECiRiCAt DESIGN FOR THIS 4S, I 1 ISLAND 2 \ WHEEL STOP 2Q• SIDEWALK 4 ±237 SF � 1 NX& " CSU ELECTRICAL CONTACT- ELECTRIC PROJECT COORDWA70R ® \ ±308 SF moi" -- 24 CITY OF COLLEGE STATION UTILITIES {') 979-764-6314 7 N 9' PARKING SPACES � � ! - moo,(\ �ti5 �_ � \ 5' VA(J � " " N j ( "� `"' ct " " ^`' ti t' NY1 \ - . I. BE P NTED �D R®W,7RB �H DS SHALL" <_15 19. THE DUMPSTER ENCLOSURE SMALL BEA 8' TALL WOODEN OR STONE FENCE PER p } 9' FOUR INCH SHIT DETAILS. THE DUMPSiER AREA SHALL BE 24' x 2' NOT INCLUDING 1 } ( 25 I / U)/ / 14 - 9' PARKING SPACES 1c � 1 2 {5rATING IFIRE LANE - NO PARKING 3 --- d I VAN ACCESSIBLE V - TOW AWAY ZONE : " 20: FOR PURPOSES of SIGNAGE. LANDSCAPING, AND NTtA THIS DEVELOPMENT IS I I �; SPACE / 3 ^' HANDICAP PARKING SPACES /T Q t I t I +'o / / WORDING MAY Har BE SPACED MORE s " 7 1 . 1 9 / / �`- 344 I/ 23' 4 -An Z THAN FIFTEEN FEET APART. 3 1 " 6 CONSIDETIED A BUILDING PLOT WITH THE IMPROVEMENTS EXISTING {}N THIS LCI: tw N S I I wa ! 12" 3" 1/4 21. A KNOX BOX SHALL BE PROVIDED ON THE BUILDING NEAR THE RNSER ROOM. AND KNOX 1 Z 2. a SIGN TWELVE INCHES (12"j WIDE CAPS SHALL 6E PROVIDED ON THE FDC. PER FIRE DEPARTMENT REQUIREMET� M 'y ' Q HEHEIGHT' SHAD. BE MOUNTED IN �r Qf 0 6 p 6-3 4" 22. FOR PURPOSES OF SIGNAM LANDSCAPING. AND NRA, THIS DEVEL'OPMENr IS t' 4 17 9 PARKING SPACES " �. 6 / CONSIDERED A BUILDING PIAT WITH THE EXISTING IMPROVEMENTS ON THIS LOT 'pyo � "� D � CONSPICUOUS LOCATION AT EACH � "• " " ® s ® cy Z SIGNS SHALL BE PROPEL �A� AT 2 3 • 1 INTERIOR `' 1 v 0 THE: LOCATIONS SHOWN. SUCH Iv s T dT ST ST S T _ D t� �-- - Q w +� PARKING -a -O INCHES (12') WIDE AND EIGHTEEN 1 i ¢ \ , i INTERIOR y INCHES HIGH, WITH A COMPANION ISLAND 6'' PARKING ( SIGN TWELVE INCHES 12 WIDE 3" - �"' ±592 SF , 2D 1 ST T T ST ST 1t M ISLAND 5 A Cn AND SFX INCHES (6') HIGH ±235 SF CAI SIGNS StWt STATING 'TOW-AWAYBE P °ANNTED ON A TYPICAL, COMBINED l , o fl STT T SST ST ST T \ ' SWHITE YMBOLKL AND WITH BORDER IN SPILI, CURB n " 1 � 0 PUE ( �= #4 BARS V' 11299/188 ` \ , RED. f3- EXPANSION DO SMOOTH M . M ( UNDERGROUND STORM �T- DOWELS 14.48 WOE Xx 6TOW-AWAY ZONE TALL ERER TMUSHALL M BE !2` _ � \ WATER DETENTION '�o, , 5 SIDEWALK , I ' » » \ FACILITY \ ® R7-2o1cP SIGME. EXIT ONLY \ S° SIGN ( i I • .:;; . o ® MITS OF ® a } } OF 15' STREET ( t l` DISTURBANCE \ 1 ` J ~ DISTURBANCE ® ! SETBACK ' ` 12421' `„ .\6, I T� ri I 7.5' PUBLIC ( ,.. ,\ ,` ♦ \ \J' . ACCESS ` ...1 ,� \ IN, ''. , °}.: • . . w Il EASEMENT I ` j tMLCIY DEMAND SHOD SF C'.t'l A E'RC Mi. �y►ATE0 DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 12.5 GPM MAXIMUM (PEAK) 50 GPM 1" oOmEs TIC WATER METER INTERIOR ISLANDS `� {w 90% AVERAGEDL ADDITIONAL ISLAND TOTAL ISLAND ISLAND INTERIOR ISLAND # AREA AREA REQUIRED AREA S.F. S.F. PROVIDED a z 6" SANITAR S.F. 1 237 180 57 2 308 180 128 3 198 180 18 4 473 360 113 5 235 180 55 6 592 180 412 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 783 SF (600 SF REQUIRED) i SANITARY SEMER DEMAND (0 90% OF WATER DEMAND) PARKWQYS18 AVERAGE 12 GPM MAXIMUM (PEAK) 45 GPM REQUIRED PARKING: 6" SANITARY SEWER LINE 10,000 SF OF COMMERCIAL FIXTURE � 1..04URE tty��IN. SLOPE NITS = 105 1 SPA PER 250 +F LiACES REQUIRED FIXTURE UNITS ALLOWED = 700 9.0 g PIPE SLOPE OK 10.000 X 25X MAX INTENSE USE = 2500 SF - 3,600 SF 0F INTENSE USE PROPOSED S - 2,500 F LAWED = 1.100 SF ADDITIONAL INTENSE USE 'I DEMAND 1,100 St= ADDITIONAL INTENSE t1SE 1 SPADE I±5 SF ® • �+,s��l � � EXISTING Bt�ILro~INb �:� �.' � � ( ! �' _•.-... . _ .. _. LtTY BF RE'STA� PER j I � 17 SPACES REQUIRED (( EXIST! ( , 7.5' SIDE SETBACK I NG TRANSFORMER/ ELECTF iN4749'10VU-99.95 12- 9' EXISTING SPACESto \\ / 1 2W PUEU) STETZ, BETTY I980/629 1COONER T 3 0.1492 ACRES ,26 \ (M f 1 �- �„ MITS OF ZONED C -N( QLIJ -DISTURBANCE \\ EXISTING fi SEWER } >e LINE ( i ( w ( } ) K°n 7.5' SIDE (2 SETBACK EXISTING SEWER _ MANHOLE ( ~--- I" I s-6----.-_s_s I I EXISTING 6" EXISTING SEWER N 7° �'. �6V -16574' } j SEWER UNE MANHOLE MARK LOCATION WITH SIDEWALK OR PATH GALVANIZED WHERE APPLICABLE toe' CARRIAGE BOLT W NSTALL X 2" BOLT IN .g. W AT EACH END WALK 4 RM 1110M 1111 24' EXTEND END 18���\�/�`�\ 11114 11111 BEYOND CONCRETE 6 AND TAPE BOTH ENDS T T Tn rT im3" SCH 40 PVC PIPE -+36*. -{-+t5 �- 6r30` MIN.---•-{ &w -.--3o M�1, $. I,.-tS--. +3e'". 12" BELOW TOP OF GRADE TVP. *NOTE' PVC SLEEVES UNDER --►I _.". } j... _ .� _ PVC SLEEVE PAVEMENT SECTIONS BIKE RACK DETALL STs. NEED TO BE 16" BELOW THE TOP OF PAVEMENT. !> 847 4,W 1 ( ( WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM 57 TOTAL PARKING SPACES REQUIRED I AVERAGE 12.5 GPM MAXIMUM (PEAK) 50 GPM 9' WIDTH, 20' LENGTH TYP. j 1" DOMESTIC WATER METER PROPOSED PARKING: I v \\ 2 SANITARY SEM DEMAND 57 SPACES PARKING }< `� {w 90% AVERAGEDL QF WATER DEMAND)60 METER \ TOTALSPACES PROVIDED \ \ UMPSTER PAD & ENCLOSURE 14 - 9' EXISTING SPACES \ \ \ I iN4749'10VU-99.95 12- 9' EXISTING SPACESto \\ / 1 2W PUEU) STETZ, BETTY I980/629 1COONER T 3 0.1492 ACRES ,26 \ (M f 1 �- �„ MITS OF ZONED C -N( QLIJ -DISTURBANCE \\ EXISTING fi SEWER } >e LINE ( i ( w ( } ) K°n 7.5' SIDE (2 SETBACK EXISTING SEWER _ MANHOLE ( ~--- I" I s-6----.-_s_s I I EXISTING 6" EXISTING SEWER N 7° �'. �6V -16574' } j SEWER UNE MANHOLE MARK LOCATION WITH SIDEWALK OR PATH GALVANIZED WHERE APPLICABLE toe' CARRIAGE BOLT W NSTALL X 2" BOLT IN .g. W AT EACH END WALK 4 RM 1110M 1111 24' EXTEND END 18���\�/�`�\ 11114 11111 BEYOND CONCRETE 6 AND TAPE BOTH ENDS T T Tn rT im3" SCH 40 PVC PIPE -+36*. -{-+t5 �- 6r30` MIN.---•-{ &w -.--3o M�1, $. I,.-tS--. +3e'". 12" BELOW TOP OF GRADE TVP. *NOTE' PVC SLEEVES UNDER --►I _.". } j... _ .� _ PVC SLEEVE PAVEMENT SECTIONS BIKE RACK DETALL STs. NEED TO BE 16" BELOW THE TOP OF PAVEMENT. !> 847 4,W 1 ( ( WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM 57 TOTAL PARKING SPACES REQUIRED I AVERAGE 12.5 GPM MAXIMUM (PEAK) 50 GPM 9' WIDTH, 20' LENGTH TYP. j 1" DOMESTIC WATER METER PROPOSED PARKING: I v \\ 2 SANITARY SEM DEMAND 57 SPACES PARKING }< `� {w 90% AVERAGEDL QF WATER DEMAND)60 TOTALSPACES PROVIDED \ MAXIMUM PEAK) 45 GPM .� a z 6" SANITAR Y SEWER UNE EXISTING BUILDING = 32,230 SF ® 1.04% MIN. SLOPE EXISTING TELLER BUILDING = 600 SF FIXTURE UNITS = 105 \ wa FIXTURE UN ITS ALLOWED = 700 133 EXISTING PARKING SPACES ` PIPE SLOP OK 22 QUEUESPACES (1 R HANGS cn 155 EXISTING SPACES _ LEGEND - _ -- EXISTING CONTOUR -S-6- W-6 -sW-6 ST ST W-6 ° ' •' 4 --3 a _- \ N47 34' 06'W - 47.15 N `.•.. >a• e RUFFINO INVESTMENT ,`: •p PROPERTIES, LLC REPUBLIC BANK ADDITION LOT 3�. 0.9863 ACRES ZONED C -N NOTE: ALL CURBS 6* IN HEIGHT UNLESS NOTED OTHERWISE STEEL REINFORCING BARS FCONCRETE PAVEMENT `-6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN * 6" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W TYPICAL CONCPXM PAWNG SECTION N.T.S. in THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHOR#ZED BY DEVEN©Qpsi :::ItZ=::� � V L l .1 � :::;:. L DOYEN, P.E, . j:..: LICENSE NO. 109835 2730 Longmire, Suite A JULY 14. 2014 -:. College station, Texas 77845 ISSUED FOR CONSTRUCTION ..: ~:::.;..979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-325 JULY 2014 r FIRM # 12327 l SCHULTZ ENGINEERING, LLC 0 = #4 BARS 0 =3/a'x 16'SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL. KT.S. ELEVATION CUM Q REQUIRED C3 +1' 0 +2' C3 +4' � NOT RE+. UAPED �g ,..1�„"y.:_a�1iv:.',:.:c,... •..,bYYGi�.Ji1.JtJ VIEWED FOR COMPLIANCE r JULe- 1 4 COLLEGE -PATI-® ENGINEERING I JANE STREET RETAIL BUILDING REPUBLICBANK ADDITION, LOT 1 COLLEGE STATION, TX SITE PL PROPOSED CONTOUR PROPERTY BOUNDARY BACK OF CURB EXISTING EASEMENT PROPOSED P.U.E SETBACK PROPOSED SANITARY SEWER UNE PROPOSED WATER UNE PROPOSED STORM SEWER UNE OVERHEAD ELECTRIC IRRIGATION SLEEVES PROPOSED BUILDING PROPOSED SIDEWALK FLOW DIRECTION FIRE HYDRANT GATE VALVES SANITARY SEWER MANHOLE CONSTRUCTION EXIT SILT FENCE INLET PROTECTION VEHICLE LAY OF HOSE FIRE LANE ACCESSIBLE ROUTE j JANE STREET RETAIL- BUILDING m unirveRSRr DRIVE TOTAL AREA =1.533 AC REPUBLICBANK ADDITION LOT 1, BLOCK 1 VOL. 9W, PG. 629 ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' JUNE 20114 OWNER/DEVELOPER: SURVEYOR: 318 JANE STREET VENTURE, LLC BRAD KERR. RPLS NO. 4502 j1 C/O CHARUE HARPER KERR SURVEYING, LLC 318 N BRYAN AVE. 409 N. TEXAS AVENUE BRYAN, TEXAS 77803 BRYAN, TX 77803 (979) 823-8525 (979) 258-3195 ® t; ENGINEER: SCHULTZ ENGINEERING, LLC. BOX 11995j pn Ad -8' Tx 77842 {(979)900 it COMH JUL 2 2 2014 1.+'a,•+a..t-e.. Lal ;�. ... VELOP EN'T OSEffi PLAT FILED: - SCALE SHEET CAL HO IZONT•AL PL�TTING SCALE: 1:1 FILTH NAME: 14-325 EXISTING FIRE VARIABLE HYDRANT WIDTH PUBLIC EXISTING SEWER ACCESS MANHOLE EASEMENT EXISTING 6 MITS OF DISTURBANCE WATERLINEN EXISTING 8" /-EXISTING FIRE Iq SEWER UNEHYDRANT ISTING 6" S-8 S-8 8 S-8 � �-8 S- - S S-8 --•S-8 S-8 S-8 S-8 S-8 - WATERLINE SILT FENCE 15 STREET FIRE HYDRANT _ —�E w SETBACK JANE STREETto W-6 - VLH =:F-157' _gam t� _ ® �n - s� r6 ,�W� 6� �° 'yam �' -6 W4.— W-6 W-6 15' STREET VLH = +300 -6 —�— --- W-6 ------ EXISTING 6" i i r r i i i r i r r r i i i r■SETBACK W-6 W-6 (STING 2" FDC I�iiirrTRonmmirrrriirriirrrTliI1I+0I =mmq}irrrririrr iiiiirii� SEWER LINE , .� a, �. :a ....... ... a. .� GAS UNE S 1 I ... �. 1 1 �• '�•'S".' ri,-•,- 11! .Illt all ti I� ,•ly i „r ..•.- wa a Ab ace I.�O r1 j� \ I — I 20' PUE t 2V�\ 980/629 v� \) I II V, PROPOSED , 11 N 9' PARKING SPACESy �` -- — PROPOSED 1 �• 5' SIDEWALKI �----f t�'__�20' 16 ,v 9 EXISTING SPACES STORY BUILDING I1 I ` PROPOSED 10, 000 SF i �` r �` .� \ I ! f \, 9 N 9' EXISTING SPACES j I 0/629 1 I OPENING I _ 1 '� ,.• 5 ^� EXISTING HANDICAP SPACES I I v er}- 8 9` PARKING SPACES �� 4' sIDEWALK FF = 345.5 \ ' 22MAX HEIGHT `�� I I ROPOSED •b' •' ' ; y I 20'\ \ I I \ \ PROPOSE TIS 4 SIDEWALK � � � _ . I ` � -y- 4l:, ` \ I I 4 ADA SIGNAr ST t ` r • .a .• • 'wR>• .► b • .:•. ►: �,y ":� a, .b; • • '- EXISTIN- �+ } I I alo >: �,.. >, > �j'1 e: ►•'. I TRANSFORMER & ! :t. ,.•:.:.�. ' cn I 3 9 ZD I `° `� \ 8' s' t1' ) J �� .'„ ELECTRICAL METER I \ 9' 20 " � EXISTING GAS METER � 7 9' PARKING SPACES ¢ � by \ / � � "- -4N ''. '-�, ' C _... •....1 `,, •' .: .: � t VAN x 1 �''; '. ;' 00 ONSTRUCTION r ACCESSIBLE — i 'o 14 N 9' PARKING SPACES r `' '>�� �• I x z `'::, :.� c� x W p EXIT ,Y g j / SPACE, 3 - HANDICAP PARKING SPACES J - 344 /' 23' Z 17 - 9PARKING SPACES 1 x .' . { I w E-+ j Flo, ¢ ST ST ST Q ST IT T �I r . o, D \ j 2D' 9 '' ST ST T �? GZ') ►•. ••.� ........ . ` • ;1' t m I e ST ST ST '. '`,3ycs ,•' cn `j o to EXISTINt (no' V) 13 rri '� • : - ;, 0.; tn w SEWER\ �. >y ` M I SERVICE INLET \ INLET 0 � � � ►:. � � f a �„ PROTECTION ` PROTECTION '�a• c`'n : , •\ O Oa Ig EXISTING MOTOR BANK \ - •; - . - : • y f I U CTRICA SERVICE r� as ® \ / '.� ::.: *:'��`''►: �• `- `_ -- '';'' �_- d.: ,,t �'.•''" •. 1 PER CSU NS & ..• .' ► ; 11 5 STREET SP �• +®+ 8 .~ ' - 6 a '. j 1 SETBACK - I Q ,,, l I f• :,. :._., : EXISTING BUILDING ►. �?' ` ; • i N 7.5 PUBLIC ' i + Imo' ` r �:.. ACCESS EASEMENT EXI Kff'- f II , � BUILD 10' .PUE I:,1. I 11299 188 t01 / cn :. I � 7.5'.51DE��.� •_"" E�LIES I 1 SETBACK I CTRICAL! _ -"' EVERY RAINFALL EVENT OF 11//2 OR MORE THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE PROPOSED CONTOUR \ PROPERTY BOUNDARY 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOEa GENERAL PERMIT NO. UR -•.\ TING TRANSFORMER/ 1150000 REQUIREMENTS FOR CONSTRUCTION SITES EN INTOLTER EXTEND INTO TRENCH H S• PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER AND BE ANCHORED WITH O S-$ CONSTRUCTION IS COMPLETE BY HYDROMULCHANG AND SEEDING ALL DISTURBED AREAS. COMPACTED BACKFILL PROPOSED WATER UNE METER OW IREC f MCONSTRUCTION W 6 STATION( STANDARD SPECIFICATIONS AND DETAILS UNLESS 07HERYM NOTED. ALL SHALL BE COORDINATED WITH THE CITY ENGINEERS OFFICE• -•- '- �� IRRIGATION SLEEVES 7- THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART PROPOSED BUILDING I ! PROPOSED SIDEWALK 8• THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ALLOW 2.6 TO 5 AT TOE OF ESTABLISHED. \ TO 9. INLET PROTECTION Tao � I INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. ACCUMULATE. ALIGN UMPSTER PAD \ ALONG SLOPE CONTOURS. SILT FENCE %==6O INLET' PROTECTION \ VEHICLE LAY OF HOSE " LAUiS—• FIRE LANE ema ® Iasi ACCESSIBLE ROUTE �. •t ~b, / La ENCLOSURE 14 N 9 EXISTING SPACES 0- \ "- " — •. N4 !V i! , T7..�7V m� ¢ .\ F \ ._,' /+ Z Z I :_ to 20 PUE j�\ \ \ czi N I I v� 980/629 \ x : = : • co I rIN 12 N 9 EXISTING SPACES �`\ \ w • ; i STETZ /BETTY 1 \ \ \ 1 °' nb : COONER, BLOCK 2, LOT 3 °'".' ► Z z J 0.1492 ACRESUj 1 \ :xz _ ;. ► t` c> ZONED G—N I `I° I r c, \ \ •,: :: ••' _ » /� •Ir SILT FENCE ,- NITS OFDISTURBANCE = \ 4' • �" y --y— 1 ..—_ .... -.^__ _. __ -.,.._...._•_.--_•-__.._.. _.. __._nom- -...... _ _. - • :s I s4z 50 EXISTING 6 • ; I I I -- — -r �. � • SEWER UNE ! — �- ----► �° 34 QS'W - 47.E - -�- 6 — 6y, • I I N47 ' 06'W-1 .74' ' a ' 18 �• 9' EXISTING SPACES ,'' • ` I EXISTINGOLE I I 7.5 SIDE MANHsr m SETBACK / 7.5' SIDE N, 20 PUE N/F j I EXISTING SEWER j �.' ' �� �3a W 25 54� - \ SETBACK 980/629 MANHOLE M ; f -- `` — y` _ 6 �► 9 EXISTING SPACES I / WATFORD-LENTS L.L.C. REPUBLIC BANK I j N , �,.• — -- -- -- — — -- -- .-- _ .— —. — ._._ --.._ ..... — ,_ — LUT 2N 1 RUFFINO INVESTMENT PROPERTIES, LLC — — — �• ` ~ — — -- 0.64 — I I � J REPUBLIC BANK ADDITION .. t 0.64 ACRES I I EXISTING s" i LOT 3 ` * N47' - 114405 i j ZONED C -N I I SEWER LINE J 1 0.9863 ACRES 10 PUE -i V - J ZONED C -N 980/629 N4f 39' WE - 901 i34 _ , I I I I I 46'w 184.27'- -- -- -lo - ALLI WHEEL STOPS SHAD_ BE CONCRETE WHEEL STOPS SHALL BE PAINTED YELLOW #3 BARS 4' °. N N d' GRAVEL BAG o-" "iGRAVEL 5" € -- 10" —+-� CROSS SECTION1}, END VIEW ..:�s�:-t�:�.�,,•• ... ...�.... .......... - ,Thr r�ti"rr5`s'• ."a' ...... , . _.,,rit' a.+-' #3 BARS j. TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET 4" 5'_4" 4" OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL LONGITUDINAL SECTION BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. WHEEL STOP DETAIL STORM DRAIN INLET PROTECTION N.T.S. N.T.S. � ■i THE SEAL APPEARING ON THIS G DOCUMENT WAS AUTHORIZED BY D -ineering -:EnEVEN DOYEN, L. P. LE. LICENSE NO. 109835 2730 Ldngmire, Suite A JULY 14, 2014 ::. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 79.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14325 JULY 2014 FIRM # 12327 "'I" SCHULTZ ENGINEERING, LLC N/F A&H FOOD MART INC. R CARTER SUBDIVISION BLOCK H, LOT 4 0.1806 ACRES ZONED C -N PUBLIC R.O.W. (286/165) PLAT 980/629 i ►a_Y0�•v9�� a �a e Cu"MPLIANCE JUL 2.2 2014 GULL_L�:A-Ie � IA,: ITN DEVELOPMENT SERVICES PLAT FILED: N/F A&H FOOD MART, INC. R CARTER SUBDIVISION BLOCK H, LOT 6 0.3188 ACRES, ZONED C -N JANE STREET RETAIL BUILDING REPUBLICBANK ADDITION, LOT 1 COLLEGE STATION, TX METAL T -POST OR WOODEN STAKE AS REQUIRED TO MAINTAIN. SPADED 6` APART 10' PUE 980/629 25' FRONT SETBACK _ I GENERA NOTES; 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL WIRE MESH EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS (OPTIONAL) IN ADVANCE OF CONSTRUCTION IS REQUIRED. OIG TEM -FASTENED TO T -POST ATMOS ENERGY:M901 774-250 OR WOODEN STAKE SUDDEN UNK COMMUNICATIONS: (979 595•-2429 (979) 8211-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY T! /"'SEDIMENT CONTROL FABRIC MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PRQIECr SITE• mils FASTENED SECURELY TO INCLUDES THE INSTALLATION OF A CONSTRUCTION EMT AND TILT FENCE AS NECESSARY. s' T POST OR WOODEN STAKE 3• THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING. THE EROSION AND WITH OPTIONAL WIRE MESH SEDIMENT CONTROL DEVICES, INSPECTIONS SHAD. BE DONE EVERY 14 DAYS AND AFTER n/warty/ !\ !i!� \\, / 4" 20" 4'X4" MIN. TRENC SILT FENCE ASSEMBLY N.TS. EXISTING 2" GAS UNE A Aa BENCH MARK CITY OF BRYAN MONUMENT # 109 ELEV : 330.84 LEGEND _ -"' EVERY RAINFALL EVENT OF 11//2 OR MORE THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE PROPOSED CONTOUR ADJACENT' STREETS AS A RESULT OF THE CONSTRUCTION OF INS PROJECT. PROPERTY BOUNDARY 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOEa GENERAL PERMIT NO. UR •8" FABRIC BACK OF CURB 1150000 REQUIREMENTS FOR CONSTRUCTION SITES EN INTOLTER EXTEND INTO TRENCH H S• PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER AND BE ANCHORED WITH O S-$ CONSTRUCTION IS COMPLETE BY HYDROMULCHANG AND SEEDING ALL DISTURBED AREAS. COMPACTED BACKFILL PROPOSED WATER UNE 6• ALL CONSTRUCTION SHALL BE IN ACCORDANCE 07H THE 2012 CITY OF BRYAN/couEm OW IREC f MCONSTRUCTION W 6 STATION( STANDARD SPECIFICATIONS AND DETAILS UNLESS 07HERYM NOTED. ALL SHALL BE COORDINATED WITH THE CITY ENGINEERS OFFICE• -•- '- �� IRRIGATION SLEEVES 7- THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART PROPOSED BUILDING P FOR TRENCH SAFETY REQUIREMENTS. PROPOSED SIDEWALK 8• THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ALLOW 2.6 TO 5 AT TOE OF ESTABLISHED. SLOPE FOR SEDIMENT TO 9. INLET PROTECTION Tao � I INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. ACCUMULATE. ALIGN FENCE CONSTRUCTION EXIT ALONG SLOPE CONTOURS. SILT FENCE %==6O BENCH MARK CITY OF BRYAN MONUMENT # 109 ELEV : 330.84 LEGEND _ -"' EXISTING CONTOUR PROPOSED CONTOUR -`--- --- PROPERTY BOUNDARY BACK OF CURB EXISTING EASEMENT -- -- PROPOSED P.U.E. S-$ SETBACK PROPOSED SANITARY SEWER UNE W-6 PROPOSED WATER UNE ST ST PROPOSED STORM SEWER LINE W 6 OVERHEAD ELECTRIC -•- '- �� IRRIGATION SLEEVES PROPOSED BUILDING PROPOSED SIDEWALK FLOW DIRECTION 401 FIRE HYDRANT 0 GATE VALVES QSANITARY SEWER MANHOLE CONSTRUCTION EXIT >� w�� , erre ► �e SILT FENCE %==6O INLET' PROTECTION VEHICLE LAY OF HOSE " LAUiS—• FIRE LANE ema ® Iasi ACCESSIBLE ROUTE 6" MIN. DEPTH STONE *VARIES (ASTM 0448. 3" TO 5 DIAMETER) OVE t 0 0 M R - _ 0 - 30 15 0 30 cEDTExnLE FaeRlc I SCALE IN FEET 'FOOTAGe TH E.,souaR£ A > Lt -- EXISTING STREET �.--- *MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE 6" MIN. NOTE: DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE OTEXTILE MAINTAINED SO AS TO PREVENT FABRIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. VICINITY MAP N.T.S. ANE -TREE w i► ♦ IL 6 BUILDING r IVE TOTAL AREA 4.454 -ACRES 5 t�• � :( t V Ira yIM ^5 r i �A "nth �p.1,414�}l �`1;. .}. Y x9'1` i3.at LOT 1, BLOCK 1 VOL • • ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS. - 5 hk'` �4'luny'r�iy4 SCALE:t 2014JUNE " � � '��`f�' •.fin . ,��j'1>A'�°i ti4 at 1 � OWNER/DEVELYt. i . SURVEYOR: 1318 JANE STREETaE , , 4502 } t CHARLIE HARPER KERR SURVEYING,' LLC 318 N BRYAN AVE. •No TWS BRYAN, TEXAS 77803 BRYAN, TX 77803 (979) 823-8525 (979) 268-3195 i" 4 S -011W ENGINEERING. LLC. • ► tX 11995 11.11STATION, OV. 1F_..-R_A_LL SITE, EROSION & SEDIME CONTROL PLAN SCALE VERT CAL HORIZONTAL PLOTTING SCALE. j •1 FILE NAME: 14325 LANDSCAPE ANALYSIS Total site (developed) area: 55,625 sf - - - - - - - - - - - - - - - - - - - - - 55,625 S.F. Points per project area required: CoonerStreet 100'=32'------------------------- (55,625_1000X30 Pts.) - - - - - - - - - - - - - - - - - - - - - -- 1,669Pts. x2 Site is part of building plot. Parking screening requires double 3338 Pts landscape points and solid hedgerow NEW LANDSCAPE/STREEETSCAPE PROVIDED Streetscape points required: SIZE Jane Street = 331' Cooner = 159'- 59'=1 00' VALUE 431'/50X300 Pts.- - - - - - - - - -- 2,586 Pts. Total landscape and streetscape points required: 5,942 Pts. (Note: A minimum of 50% of the required points (2,971 Pts.) l must be canopy trees). to 10' tall Required streetscape trees (CAN count toward points): Jane street 331'=32'--------------------------- 11 Trees 5 gallon cans;container CoonerStreet 100'=32'------------------------- 4Trees 15 Trees total Chaste Tree NEW LANDSCAPE/STREEETSCAPE PROVIDED SYMBOL NAME SIZE QUAN. POINT POINTS > VALUE Quercas shumardii ca 2.1 "- 3.4" caliper at 12" above 8 150 1200 (Streetscape) CL Shumard Red Oak soil; container grown 8' l 0 to 10' tall 12 40 480 Quercus virginiana 0 2.1 "- 3.4" caliper at 12" above 7 150 1050 (Streetscape) Live Oak soil; container grown 8' x to 10'tall Quercas shumardii F ca Shumard Red Oak 2.1 "- 3.4" caliper at 12" above soil; container grown 8' 6 150 900 to 10' tall .O Quercus virginiana 2.1 "- 3.4" caliper at 12" above 5 150 750 >. Live Oak 0 soil; container grown 8' 5 gallon cans;container a- to 10' tall 110 Z Texas Red Bud v Quercus macrocarpa 2.1 "- 3.4" caliper at 12" above 2 150 300 Bur Oak soil; container grown 8' to 10'tall Total of new canopy tree points 4,200 pts. IRRIGATION AND LANDSCAPE NOTES 1. Contractor is responsible for providing irrigation system to accommodate new building and to provide coverage to all areas of site disturbed by construction. Tie into existing irrigation system. Verify that system has enough zones to accommodate new landscaping. 2. Provide a bubbler head for each canopy and non -canopy tree zoned separately from lawn and planting bed zones. 3. Provide solid sod at all areas disturbed by construction. 4. 100% coverage of groundcover, decorative paving, decorative rock, or perennial grass is required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction. 5. 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. 6. All back flow devices must be installed and tested upon installation as per City Ordinance 2394. 7. Non canopy tree caliper size will be measured on a single cane, 12" above grade. 8. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 9. Provide steel edging at perimeter of parking loft screening and screening at outdoor dining area. Varies r' PLANTING BED SECTION ub ayer pine bark mulch kfill mix: )% sandy loam topsoil i% peat moss %well rotted pine bark mulch sh grade r Refer to 1/1.2 Scale: 1/2"=1'-0" C% Tree L � o Garden hose segments L I 3 -strand galvanized wire 2x2 x 8'-0" treated fine stakes (3 per tree) 3" to 4" high soil well 2" -layer pine bark 6 to 8 Finish grade Planting mix: 50% sandy loam 25% peat moss Root ball install top of root ball 25% well -rotted pine bark mulch level with the finish grade Stake all trees TREE PLANTING DETAIL Refer to:1 /A1.1 I Scale: 3/8"=1'-0" JANE STREET Limits of site development: 55,625 sf 06 W UJ Cr F_ Ln U Z O 0 U I MODIFIED MOTOR BANK LANES 0 I i 0 0 .1 —`e- QA o 0 0- O 0 EXISTING MOTOR BANK LANES F) 0 1 ' EXISTING BUILDING 77-71 iVAN S n, Plan North's s n Et LANDSCAPE SITE PLAN C� Refer to:1 /A1.1 C VI Eu...'FOF- WMKIAN S I JUL 2,:2 2014 DEVELOPMENT SERVICES PLAT FILED: 0' 10' 5' 20' Scale: 1 " = 20'-0" The Arkite,,& Studio, Inc. 308 N. Bryan Ave. Bryan, TX 77803 P (979)821-2635 F (979)775-8224 11 www.arkitex.co t`_A lE O� ' 5/15/2014 0 Vitex Neaundo 5 gallon cans;container 13 40 520 Chaste Tree grown 7' to 8' tall, ^W W �I > 1.2 caliper min. a 0 l Rhus lanceolata 5 gallon cans;container 12 40 480 Prairie Flameleaf Sumac grown 7'to 8'tall, i x 1.2 caliper min. .O m Z Z Cercis Canadensis 5 gallon cans;container 7 40 280 110 Q Texas Red Bud grown 7' to 8' tall, 1.2" caliper min. Total of new non -canopy tree points 1,280 pts. Rhaphiolepis indican 5 gallon container 63 10 630 (screen) Indian Hawthorn Miscanthus sinensis 5 gallon container 22 10 220 m Mainden Grass cc V) O Muhlenberaia capillaries 5 gallon container 17 10 170 ,. Gulf Muhly Grass Total of new shrub points 1,020 pts. Total number of streetscape trees provided -------------------- 15 trees Total landscape/streetscape points provided- - - - - - - - - - - - - - - - - - -6,500 pts IRRIGATION AND LANDSCAPE NOTES 1. Contractor is responsible for providing irrigation system to accommodate new building and to provide coverage to all areas of site disturbed by construction. Tie into existing irrigation system. Verify that system has enough zones to accommodate new landscaping. 2. Provide a bubbler head for each canopy and non -canopy tree zoned separately from lawn and planting bed zones. 3. Provide solid sod at all areas disturbed by construction. 4. 100% coverage of groundcover, decorative paving, decorative rock, or perennial grass is required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction. 5. 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. 6. All back flow devices must be installed and tested upon installation as per City Ordinance 2394. 7. Non canopy tree caliper size will be measured on a single cane, 12" above grade. 8. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 9. Provide steel edging at perimeter of parking loft screening and screening at outdoor dining area. Varies r' PLANTING BED SECTION ub ayer pine bark mulch kfill mix: )% sandy loam topsoil i% peat moss %well rotted pine bark mulch sh grade r Refer to 1/1.2 Scale: 1/2"=1'-0" C% Tree L � o Garden hose segments L I 3 -strand galvanized wire 2x2 x 8'-0" treated fine stakes (3 per tree) 3" to 4" high soil well 2" -layer pine bark 6 to 8 Finish grade Planting mix: 50% sandy loam 25% peat moss Root ball install top of root ball 25% well -rotted pine bark mulch level with the finish grade Stake all trees TREE PLANTING DETAIL Refer to:1 /A1.1 I Scale: 3/8"=1'-0" JANE STREET Limits of site development: 55,625 sf 06 W UJ Cr F_ Ln U Z O 0 U I MODIFIED MOTOR BANK LANES 0 I i 0 0 .1 —`e- QA o 0 0- O 0 EXISTING MOTOR BANK LANES F) 0 1 ' EXISTING BUILDING 77-71 iVAN S n, Plan North's s n Et LANDSCAPE SITE PLAN C� Refer to:1 /A1.1 C VI Eu...'FOF- WMKIAN S I JUL 2,:2 2014 DEVELOPMENT SERVICES PLAT FILED: 0' 10' 5' 20' Scale: 1 " = 20'-0" The Arkite,,& Studio, Inc. 308 N. Bryan Ave. Bryan, TX 77803 P (979)821-2635 F (979)775-8224 11 www.arkitex.co t`_A lE O� ' 5/15/2014 Revisions I) Number Rate Site plan review 124JLlne,2014 Project 1343 May 1 b, 2014 A1. of 1 lo�� ^W W �I > l i � IIS i x .O m N 110 Q Revisions I) Number Rate Site plan review 124JLlne,2014 Project 1343 May 1 b, 2014 A1. of 1 lo��