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HomeMy WebLinkAbout24x3612 LIGHT 'OVE 16 GENERAL, NOTES SOLDIER COURSES (6) "I-vr 1 MrIllcu TOP OF PARAPETjk 60 > _ 0 „ 1' SOLDIER COURSES (6) TYPE 1 FINISH (RECESSED 1/2" FROM FACE BRICK) TOP OF RQOFJ& 48'—O""V Io SOLDIER COURSE (1) TYPE 2 FINISH (RECESSED 1/2" FROM FACE BRICK) FINISH FLOOR MODULAR FACE BRICK TYPE 1 FINISH STONE PANELS BEYOND STONE PANELS 7 IIf TAI -All- MODULAR FACE BRICK BR-1 FINISH L,41) BOLLARDS ('C)l I IKAKIQl *Al I a M32M 1 T 8 - 1/8" = :1' -O" 1. RE: SHEET A8.0 FOR PARTITION LEGEND. X 2. RE: SHEET A7.1 FOR DOOR SCHEDULES. (X) 3. RE: SHEETS A7.0/A7.1 FOR WINDOW ELEVATIONS 0 4. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK/STONE. UNLESS NOTED OTHERWISE 5. DIMENSIONS TO EXTERIOR WALL OF THE BUILDING ARE TO FACE OF 6" STUD. 6. INTERIOR PARTITION DIMENSIONS ARE FROM FACE OF GYP. BOARD TO FACE OF GYP. BOARD. 7. FIRE EXTINGUISHERS. TO BE LOCATED BY FIRE MARSHALL. 8. INTERIOR DASHED WALLS SHOWN AS FUTURE TENANT FINISH OUT. 9. TEMPERED GLASS WHERE SHOWN. 3 12 METAL P NELS LIGHT COVE —Ic\l o T c\, co - 1 ( F.F. - SOLDIER COURSE (1) TYPE 2 FINISH (RECESSED 1/2" FROM FACE BRICK) MODULAR FACE BRICK TYPE 1 FINISH PLA NER, 4" DIA. METAL HANDRAIL STONE PAN (PAINTED) ' 1_1 Wal I f ff me = FINISH FLOOBJ 18' -0 ISSUE DATE 06Z28/05 PROJECT NO. 13.2003 DRAWN BY PRICING SET CHECKED BY REVISION & 01/24/06 A A A ' X_ cz F- m z 0 c D > uj o 0 W N J cz i 0 L 0 Aftoft a) 7; 00 yu (L III , ,I - Z < CO 06 n j Z 'O uo LU m 0 r- cr. 0 Cc 0 X uj In L Z "Zt 00 N 0 cn Z Z : - 3: a- o a. LL ! , q 0 cr- < < m n Cj) Lj :2 W LLJ CD Li U m 1 L) C) 1 0 cc , 0n < , 0 ���,RE �. tti o 0 CD qT E O F SHEET: 1/8 1 OLA4 ■ RE C PLI @ FEB 16 ���� � 6 � � �3 e I 03 COLLEGE STATION f�d lkw ? MA KLOMNT SEW ICES L] . q 2 t O 0 " TOP OF ROOE to 48'-0"'V 0 00 00 0) Lo • a) 7; 00 yu (L III , ,I - Z < CO 06 n j Z 'O uo LU m 0 r- cr. 0 Cc 0 X uj In L Z "Zt 00 N 0 cn Z Z : - 3: a- o a. LL ! , q 0 cr- < < m n Cj) Lj :2 W LLJ CD Li U m 1 L) C) 1 0 cc , 0n < , 0 ���,RE �. tti o 0 CD qT E O F SHEET: 1/8 1 OLA4 ■ RE C PLI @ FEB 16 ���� � 6 � � �3 e I 03 COLLEGE STATION f�d lkw ? MA KLOMNT SEW ICES L] . q 2 t O 0 " TOP OF ROOE to 48'-0"'V 0 00 00 0) Lo METAL PANELS (BEYOND) SOLDIER COURSE (6) TYPE 1 FINISH 1/2" FROM FACE BRICK) SOLDIER COURSE (1) TYPE 2 FINISH -F 1/2" FROM FACE BRICK) MODULAR FACE BRICK TYPE 1 FINISH METAL PANELS — PLASTER 16" X 24" CONC. BLK. 01 EXTERIO'llm-A u .0 1p CD o II (D SOLDI 'R COUR S (9) TYPE 1 FINISH 1/2" F M FACE RICK) GENERAL NOTES 33 18' -0 e 1. RE: SHEET A8.0 FOR PARTITION LEGEND. U 2. RE: SHEET A7.1 FOR DOOR SCHEDULES. O 3. o _ EXTERIOR DIMENSIONS ARE TO FACE OF BRICK /STONE. UNLESS NOTED OTHERWISE 5. DIMENSIONS TO EXTERIOR WALL OF THE BUILDING ARE TO FACE OF 6" STUD. I -1 N �CD FIRE EXTINGUISHERS TO: BE LOCATED BY FIRE MARSHALL. 8. INTERIOR DASHED WALLS SHOWN AS FUTURE TENANT FINISH OUT. 9. TEMPERED GLASS WHERE SHOWN. Q °6 m o O � i I J cz Q O s - m' - - - 0 . o) O° cr _ �-- U) W ° Q ��� Q z > < U01co W ^?( d N w W w ^ ��� �z� I d I a ^ o O L =ryas 00 N Q -,:� F— L cn W w . � WWW co U � w I ua o I - N cD I N 00 O N _I O I N Do O 33 18' -0 e 1. RE: SHEET A8.0 FOR PARTITION LEGEND. U 2. RE: SHEET A7.1 FOR DOOR SCHEDULES. O 3. RE: SHEETS A7.0/A7.1 FOR WINDOW ELEVATIONS O 4. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK /STONE. UNLESS NOTED OTHERWISE 5. DIMENSIONS TO EXTERIOR WALL OF THE BUILDING ARE TO FACE OF 6" STUD. 6. INTERIOR PARTITION DIMENSIONS ARE FROM FACE OF GYP. BOARD TO FACE OF GYP. BOARD. 7. FIRE EXTINGUISHERS TO: BE LOCATED BY FIRE MARSHALL. 8. INTERIOR DASHED WALLS SHOWN AS FUTURE TENANT FINISH OUT. 9. TEMPERED GLASS WHERE SHOWN. Q °6 ISSUE DATE 06/28205 PROJECT NO. 13`.2003 DRAWN BY PRICING SET CHECKED BY REVISION 0 01/24/06 A. A• SHEET: O N' L d1 CL A4 0 O� 3 9 g ' ® ° o -- k4 ��- G U 0o U rn 16 S m qT F cz .. Z AllhAwAk LLj Lei -- Z O > QD F d V, �� / w °6 m o O w � N J cz Q O s - m' - - - 0 . SHEET: O N' L d1 CL A4 0 O� 3 9 g ' ® ° o -- k4 ��- G U 0o U rn 16 S m qT F a OF' Z a Lei -- qo� 7 Q 00 w °6 Q Q Z U o) O° cr _ �-- U) W ° Q ��� Q z > < — W ^?( z N w W w Z ��� �z� Z a o 0 O =ryas oc Q -,:� F— L cn W w . � WWW U � w SHEET: O N' L d1 CL A4 0 O� 3 9 g ' ® ° o -- k4 ��- G CD �: U rn 16 S m qT F a OF' SHEET: O N' L d1 CL A4 0 O� 3 9 g ' ® ° o -- k4 ��- a q" STATE HIGHWAY NO. 6 WEST FRONTAGE ROAD VARIABLE WIDTH R.O.W. AVERAGE PAVEMENT WIDTH: 30' 25' ASPHALT PAVEMENT LIFT EAS -----.-_._....._.-.----- - -- - =--_ - _ - -- - ---- _- �- --; -- _-- 28G---- - - - --. _.._ -. ---_._------- .--------------------- - - - -�� ._ _ __ _��� __ ` --- - --- _ - -285 - -- 287-- - - - - -- - - - _ - - - - - - - _ _ - -- - _ - 284" _ - - _ _ - -- _- .- _- - - - - -� - -- _ -- _ _ -__ -- - - - - - - P'� _ -�- -� -- _- -- _ 286 -- '" - 285, =_' - � _ - _.._ _.., __ - ` - _, j - " - - - -- - -- - - - -. - "---` --- - S32 °13"E 400.00' ' 42 - - -- - 00 F-1 1= - , - '' - S 35 °05'21" E 200.25 - 'r- �T I� 'I' �TT - T - = i - T T -F _T - T 7 - , - - I U - GA = T = T ••••��"" ""' �( -� _ - S _____ - -7X _GAS T GAS - TXU -GAS -- TXU -GA T)OJ- S - TXU -GAS - TXU -GAS - 2 ' c =GAS TX -GAS U -GAS TX - AS T r _ �+ 14, AE- TXU -c ac nc - A AE C' ( + E ,�.. �"� �� �7 -M ~-� ___ �Z._M ___� _ GAS �' �^� 1 1 i --_ A / TXU GAS - - - TXU - GAS -- -T- - . / - _ - - t�Z -Mi rXU- GAS s / \ / �. 18.5' / L / --- --____ 13.79' R4.0' s.o' / g R4. ' I ( I { - - El > } - EXISTING 20 ELECTRICAL / 24.0' 1' WIDE CURB OP �' ( ENING 2O P.U.E. (PER PLAT) I f { EASEMENT, 627/72 - _ - - -�- _ _ - _ ( I 2 4, SETBACK LINE / lc ' 25' BUILDING / ' r '' 1' WIDE ( k2 '� I & P A. R4.0 CURB OPENING R4.0' - `1 • <'� \ EXISTING 10' TELEPHONE / T 24' P.U.E. (PER PLA3�} / 9 PRNKfE 15° O 18.0' {PER PLAT) EASEMENT, 666 30., & P.R.A. 10' GAS LSNE T ®� � L STORM SEWER EASEMENT PIPE s.o' 670/397 ELEVATION UNDERGROUND PRIVATE I I a 43 I ' CERTIFICATE 1 `i• t l' ` � I { `- ..,::. / ELECTRICAL \ 18' STORM I I s CONCRETE ( 20' P.U.E.(PER PLAT) \ ` \ SERVICE 1 SEWER { i ' SIDEWALK CONCRETE I I } Q EO RE�uIR r, \ SIDEWALK REQUIRED EXISTING 20' PUBLIC { I { I +1' l l, s \ I \ \ UTILITY EASEMENT T \ 1 589/191 & 578/339 BUILDING �� / Q +2' , FF= 287.80 { 00 I } g � `� C3 -IT / LIMITS OF CONCRETE ��; � ._ - ...- ,__:._... ,_ - . __,._ _ ___--- -_._._ _ -- -- -- --- -__ - . e , - _____ -____ -- --11•' P...RC -rte d_._ PAvcMENT UNDER � ..� �.- � y ,,. SIDEWALK I N MODULAR BUILDING ( n ( l © - ' NOT RE0 FR ED 2,940 SF I / r - ?"" / >n PHASE \ I j 10 P.U.E. L ' LINE LO T ( ,` c { � DAPLAI L OCATION L INE 20' SANITA Y / 3 -1 1 2° 7.5' BUILDING �r �d�� CONDUITS Z SETBACK LINE �C , ! { ;� LICK CREE SEWER EAA�EMENT / CD SETBACK LINE ` \ I °� 912/132/ w PRIVATE 4" i SANITARY SEWER R4.5' I / _,7 1 = 1 ` ' \ LINE 121Q' N PRIVATE 24 R4.5' �q I 1' WIDE STORM SEWER I PRN 1Ti� 1" I I O 1% z `u �- Co ' CUfgB OPENING PIPE R4.5' WATE�YUNE N { / U0 h:;: U vo - T / { {R4. 20' P.U.E. (PER PLAT) P.U.E. (PER PLAT) �/ �`�' / , f - �- - - - 22.O - - - - 1' WIDE CURB OPENING { WATERLINE / '20 P.U.E. (PER PLAT)-4 - - - - -� - - - _ 5- - 1 ®® � ''4ta r WIDE - \ PRIVATE 30" CO 1 ' �` STORM SEWER PIPE ._k 0 t ,•'; t CURB OPENING t 9 - S - - - - 9 - S -_ \ \ 20' P.U.E. (PER PLAT) j O WM R14.5 \ -S �_ 9- S- ---- -- -' / S PROJECT BENCHMARK 15 BUILDING / / -S 9 LINE / - - `"�- g -S 8' HIGH SETBACK _ � __••• ---� SQUARE CUT ON INLET SCREEN - ' - - r '' i FENCE ! ( l= ° -� -- / °� p • TIN . ELEVATION = 288.16 { i /� R1s.o' - - - .. ♦ ' W �. � E XISTING SEWER PIPE ° � � � � / •'y� q .- ._.- - - - B' / Y �~ 286_ ♦ --_ ST ,, j IRRIGATION METER �_ � � / � ► -S cl I 1 1 6.g r ( / 8° ) G -5 .1000 C-0 ll R18.0' WATER METER 5 "`• --_.__ .....•' '� / D, D / Uy-- --' / _ EXISTING 8* WATERLINE Ott,. - .'•`� / f _ glc� 8 8 -,yj �' ° 93. Tf RIJAyE�'` 00 -- 0 .287 -�! W' �c._ - 9 3529, E =3� i 15 4-76 , °1$'Q EXISTING -�, -28Jt �� /z/ �S FIRE HYDRANT JAI � t 2 � 30 15 0 30 SCALE IN FEET _ SITE SPECIFIC NOTES: 1. THE OWNER AND DEVELOPER OF THE PROPERTY IS BRAZOS VALLEY BANK BUILDING GROUP, LTD, COLLEGE STATION, TEXAS 77845. THE SITE CONSISTS OF LOT 1, BLOCK 1, GRAHAM CORNER PLAZA, AS RECORDED IN VOLUME 5878, PAGE 129. THE PROPERTY IS ZONED C -1, GENERAL COMMERCIAL 2. THE PROPOSED BANK OFFICE TEMPORARY BUILDING IS APPROX. 12' HIGH, 2,940 SF AND FF= 287.80. 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE EXISTING PRIVATE STORM SEWER SYSTEM AND THEN INTO THE NORTH FORK OF UCK CREEK. NO DETENTION IS PROPOSED FOR THIS SITE. 4. STORM SEWER AND DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE DESIGN PLANS. 5. THE DEVELOPED AREA FOR THIS PROJECT IS 0.718 ACRES (31,288 SF). 6. 37 SQUARE FEET OF PAVEMENT LIES.-WITHIN THE 15' LANDSCAPE RESERVE AREA. THERE ARE NO EXISTING TREES WHERE PROPOSED"PARKING° IS 1N THE LANDSCAPE RESERVE AREA. 7. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. ELECTRICAL NOTES: 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. 2. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10' CITY INSTALS REMAINDER. 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY.) 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 20001 VERSION OF PLAT AND /OR SITE PLAN. EMAIL TO: rbolin®ci college- station.tx.us 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES (INCLUDING STREET LIGHTING). IRRIGATION NOTES: 1. 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, INSTALLED AS PER CITY ORDINANCE 2394. 2. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. `28 G pRN ,� a / co \ _ I Vo GENERAL NOTES: 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1- 800 - DIG -TESS. 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS &. DRAINAGE. ALL WATER AND SEWER CONSTRUCTION TO BE IN COMPLIANCE WITH B "S UNIFIED DESIGN GUIDELINES AND CONSTRUCTION SPECIFICATIONS. 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM 'CITY & INDEPENDENT AGENCIES AND /OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 5. ELECTRICAL CONDUIT FOR PARKING LOT UGI•ITING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. 6. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN FIRE LANES AND TRASH DUMPSTER AREA, AND 5" IN ALL OTHER LOCATIONS. 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 8. ALL INTERIOR PARKING SPACES WITHOUT A CURB AT THE FRONT OF THE SPACE ARE 9' WIDE BY 20' IN DEPTH. ALL OTHER PARKING SPACES ARE 9' BY 18.0' WITH 2' OF UNOBSTRUCTED AREA PROVIDED FOR VEHICLE OVERHANG. 9. THE TYPICAL BACK OF CURB RADIUS IS 4.0' UNLESS NOTED OTHERWISE. 10. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 11. BEARING SYSTEM SHOWN HEREON. IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 12. SUBJECT PROPERTY IS CURRENTLY ZONED "C -1 '. 13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE - & WNW - ORDINANCE NO. 1638. 14. THE FLOOD ZONE DEPICTED HEREON IS PER A FLOOD STUDY BY THE CITY OF COLLEGE STATION OF LICK CREEK. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN A DESIGNATED FLOOD PLAIN AREA ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 48041CO201 D, EFFECTIVE DATE FEBRUARY 9, 2000. NO PORTION OF LOT 1, BLOCK 1 IS WITHIN THE 100 -YEAR FLOODPLAIN LIMITS 15. P.U.E. - PUBLIC UTILITY EASEMENT P.R.A. - PRIVATE ACCESS EASEMENT 16. 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 RESDIENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASEURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALED TO MAINTAIN A UNIFIED APPEARANCE. * NOTE: FOR SIGNAGE AND BUFFERING PURPOSES THIS 10.73 ACRE TRACT (GRAHAM CORNER PLAZA) WILL BE CONSIDERED AS ONE BUILDING PLOT. 24' P.U.E. & P.R.A. (PER PLAT) J 15' P.U.E.• (PER PLAT) BLOCK ONE - 24' P.U.E. LOT _ _ - -- & (PER PLAT) #3 BAR *X # BARS ® 18" O.C. CURB FOR CONCRETE PAVEMENT TYPICAL SECTION NTS * X = 6" IN FIRE LANES AND THE DUMPSTER AREA 5" IN ALL OTHER AREAS VIE'�PVE i PARKING ANALYSIS REQUIRED PARKING - BRAZOS VALLEY BANK PHASE 1: 2,940 SF OF OFFICE SPACE 1 SPACE PER 250 SF OF OFFICE SPACE 12 SPACES REQUIRED TOTAL 1 HANDICAP SPACES REQUIRED PROPOSED PARKING - BRAZOS VALLEY BANK: 12 SPACES PARKING 1 SPACE HANDIC PARKING 13 SPACES TOTAL UTILITY DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 1 GPM MAXIMUM (PEAK) 20 GPM 5/8" DOMESTIC WATER METER SANITARY SEWER DEMAND AV OF WATER DEMAND) MAXIMUM (PEAK) 18 GPM 4" SANITARY SEWER LINE _ ,.. i 6 2 004 o� sir ` 1 ,1 s CURVE RADIUS DELTA ARC TANGENT BEARING C ORD Cl 200.00 28'43'14" 100.25 51.20 S 33'57'05" E 9.. uv LEND ROCK Q Ra PR ECT K SITE s BRIDLES47E ESTATES CIP SS rYS N 6 VICINITY MAP N.T.S. ES - -- - - - - -- 290 --- - - - - -- > FI RE LAN .o- - T- T- T- T- T- W -8 S -8 _ W _W S -4 AE AE TXU -GAS %FH P.U.E. P.R.A. EXISTING CONTOUR PROPERTY LINE PHASE LINE LOT UNE VEHICULAR LAY OF HOSE (VLH) FIRE LANE MARKINGS STORM SEWER FLOW DIRECTION HANDICAP RAMP EXISTING WATER VALVE LANDSCAPE SLEEVES (2 -3 PVC) EASEMENT LINE CURB STOP FLOOD PLAIN SCREEN FENCE HANDICAP PARKING SIGN SIDEWALK EXISTING UNDERGROUND PHONE CABLE EXISTING WATERLINE EXISTING SEWER LINE PROPOSED WATERLINE PROPOSED SEWER LINE BUILDING SETBACK LINE ABOVEGROUND ELECTRICAL SERVICE EXISTING GAS LINE EXISTING FIRE HYDRANT PROPOSED STORM SEWER INLET PROPOSED STORM SEWER JUNCTION BOX PUBLIC UTILITY EASEMENT PRIVATE ACCESS EASEMENT r ENGINEERING L.EGE STATION - NT SIC ©.Gowriaht 2004 by R.L. Payne 8, Associates, Inc. ISSUE DATE 03/25/04 PROJECT NO. E116 - SITE PLAN DRAWN BY CCS CHECKED BY JPS REVISION A ISSUED FOR CONSTRUCTION 0 0 0 0 z rn "' O U � O cd w r � � V 0 4 t r W 0 � 0 I ao o o J CO tZ � 1 7.) `� i �• .• < • 0® . • • • C0 OF ° o Q ts , t Mw IVAI- SHEET: C1 Y1vol-^\ 14- bl --'O pu-"I - S l , o rv-v U 0o Z ;Fq VJ o � 0 I J CO tZ Q 0 3;: U 0 0 v � w ° Q � ems. z Ln :X3 -- N W N CL w z3: z g_ �-o� L w W � I- � C/) V.JI _ CK W ::E LLJ W LLJ CD Ld O Q o J c) I0_ OF ° o Q ts , t Mw IVAI- SHEET: C1 Y1vol-^\ 14- bl --'O pu-"I - S l , o rv-v WdLZ:60 26/10/90 5 mP'0 '[`1 \S6UTML.IQ \Xuv13 deTTEA SOZ'918 \:N 'TTagdwsom HWY 6 FRONTAGE _w u - ROW ------------ - - _- __ - __- _-------- --_______ - -- ---- ------------------ 284 --------- - - - - -- - - - -- ---9 85 -- - -__ -_= -------------- - - - - -- 284------ - - - - -- ___- -- - - - - -- r g __ -- _ _---------- - - - - -- 285--- --- - - _ ----------------- - ----- - -� _ - - - -- ----- - - ---- --- __-- - - - - -% o - ----- - __ ---- -- 287 ---- - - - - -- - S 32 13 -_- _ — _ __ - -- — — -� -- - - — T -— —= _ S 35 o 05 1 2 111 E 200.25 ^'""!T T T T/— T T T T — 1 T��T1 T T T / T T T — T T T Tvi i -r_nc Txi i —hAS TXI I — GA TXU —GAS TX —GA TXU —S3AS TXU —GAS — GENERF%L NOTES 1. AN IRRIGATION PLAN MUST BE APPROVED BY THE CITY OF COLLEGE STATION PRIOR TO ISSUE OF C.O. 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTING MUST BE INSTALLED BY A CERTIFIED INSTALLER. 2. PROPOSED AND FINISHED GRADES ARE APPROXIMATE. REFER TO CIVIL DRAWINGS FOR GRADING INFORMATION. ANY DISCREPANCIES SHOULD BE REPORTED TO ARCHITECT IMMEDIATELY. 3. CONTRACTOR IS RESPONSIBLE FOR FINAL QUANTIES AS PER DRAWINGS AND SPECIFICATIONS. ANY QUANTITIES PROVIDED BY RLP ARE FOR GENERAL LAYOUT PURPOSES AND SHOULD NOT BE CONSIDERED ABSOLUTE. 4. ALL PLANTING (TREES, SHRUBS, GROUNDCOVER AND /OR GRASS) TO BE GUARANTEED FOR ONE YEAR AFTER FINAL ACCEPTANCE. 5. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK OR A 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. 6. ALL ROOF MOUNTED AND GROUND MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED AS NOT TO BE VISIBLE FROM ANY PUBLIC R.O.W. OR RESIDENTIAL DISTRICT W /IN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5' ABOVE GRADE, LANDSCAPE. REQUIREMENTS G ` � O �C 0 1 LANDSCAPE PLAN PHASE 1 EF ' -_ w_ cP ACTUAL PLAN SCALE = 1:20 SITE INFORMATION: LOCATION: GRAHAM CORNER PLAZA — LOT 1, BLOCK 1 SITE AREA: 31,287.54 S.F. (.72 ACRES) PHASE I POINTS REQUIRED: LANDSCAPE: 30 P' FOR EVERY 1,000 S.F. 31,287.54 / 1000 = 31.28 x 30 = 938.4 939 POINTS REQUIRED STREETSCAPE:1 CANOPY TREE FOR EVERY 25' OF FRONTAGE ALONG A ROW 119 FT. FRONTAGE 119' / 25' = 4.76 N 5 CANOPY TREES REQUIRED ALONG HWY. 6 WEST FRONTAGE 300 .ADDTIONAL POINTS FOR EVERY 50' OF FRONTAGE ALONG A ROW 119' / 50' = 2.38 X 300 = 71 POINTS SUMMARY REQUIRED POINTS: LANDSCAPE: 939 "OINTS STREETSCAPE: 714 'OINTS TOTAL 1653 POINTS + 5 CANOPY TREES FOR STREETSCAPE PROPOSED LANDSCAPE POINTS: 600 POINTS 4 CANOPY TREES (2.1" — 3.4" CALIPER) 320 POINTS 8 NON— CANOPY TREES (1.25" CALIPER MINIMUM) 740 POINTS 74 SHRUBS (5 GAL. MINIMUM) 1660 POINTS TOTAL PROPOSED + 5 CANOPY TREES FOR STREETSCAPE LANDSCAPE LEGEND ISSUE DATE 03/05/04 PROJECT NO. DRAWN BY CHECKED REVISION A A 0 0 .4 0 z W W U_ A.. C1 C6 z 0 uj °. W PTS. QTY COMMON NAME SCIENTIFIC NAME SIZE f >00 i 9 SHUMARD RED OAK QUERCUS SHUMARDII 2.1 " -3.4" CALIPER 0 320 8 CREPE MYRTLE LAGERSTROEMIA INDICA 1.25" CALIPER MINIMUM SINGLE CANE 740 74 WAX MYRTLE (DWARF) MYRICA. CERIFERA VAR. PUMILA 5 GALLON MINIMUM ISSUE DATE 03/05/04 PROJECT NO. DRAWN BY CHECKED REVISION A A 0 0 .4 0 z W W U_ A.. C1 C6 z 0 uj °. W REVIEWED-FOR COMPLIANCE APR 0 6 2004 COLLEGE STATION DEVELOP NT SERVICES I no z z 3 Lill © Copyright 2004 by R.L. Payne & Associates, Inc. Lk-OI -o4 its, =t3 l'.t�a�m m AM Im i' �a � U U ui LL Q W U Z U o �c zCL oc REVIEWED-FOR COMPLIANCE APR 0 6 2004 COLLEGE STATION DEVELOP NT SERVICES I no z z 3 Lill © Copyright 2004 by R.L. Payne & Associates, Inc. Lk-OI -o4 its, =t3 l'.t�a�m m AM Im i' �a CONSTRUCTION. G PRIVATE PARKING PLANS AREA AID D DRAINAGE IM' ROVE BRAZOO S VALLEY BA K BUILDING, PHASE 1 COLLEGE STATION, = RAZOO S COUNTY, EXAS Developer: Brazos Valley Bank Building Group, Ltd. 25 Merrimac Court College Station, TX 77845 (979)764 -2667 MAR � H, 2004 DESCRIPTION TE CON General Contractors 1707 Graham Road College Station, TX 77845 (979) 690 -7711 PH SITE PLAN GRADING AND EROSION CONTROL PLAN PAVEMENT PLAN DRAINAGE PLAN o 2tjti "P ,eJ < w 0/covmu - 6/aL/0k 71, e�e-s 313)/Gy S -2tc -0q V.40 g n b� ISSUE DATE 03/25/04 PROJECT NO. E116 - SIT PLAID STATE HIGHWAY NO. 6 VARIABLE WIDTH R.O.W. UTILITY DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 1 GPM MAXIMUM (PEAK) 20 GPM 5/8" DOMESTIC WATER METER SANITARY SEWER DEMAND (® 90% OF WATER DEMAND) AVERAGE 1 GPM - MAXIMUM (PEAK) 18 GPM 4" SANITARY SEWER LINE WEST FRONTAGE ROAD AVERAGE PAVEMENT WIDTH: 30' ASPHALT PAVEMENT __ - - - - -- 285 -- _ _�._ - - - - --- -- - - -_ --- .. -- _ - - ---- - l _.._. - -_ -_ --- ---- --- ._._----- --. --- \ _-.-.- 284 - -- _ - - --- - -- - -- - - _ _ - _ _ - - - 284---- _.__ -- _ - ----- - --. -- - - -- � L REVISION A A -- -- -__. --..- ...-285- - - -- - - - -- ---- - - - - - `�-- -_ - - - � �_ - - ---� S32 °13'42 "E 400.00' --- . Q 28 6,= - - - _ _ - _ - - = T - - T ____T - _ - - - - \ -�- -� - _` - - I � � ' - X 173.4 ' T �T""��� T -r S _ _ TXU -GAS -- r --T TXU - GAS GAS - 1 TX�- U -GAS TX - AS _ TXU�Si1.S� nom. `�' _- - �.�.A AE S 35 °05'21" E 200 ONO ... T om"" - - -���I 1 _ T GAS - 14. TXU - G AS '- - - -._ - -- - --� Gds ---- -- TXU- GAS - T 1- AS M 1'.4- -U-GAS _ A / - TXU -GAS ---- j I ~ 18.5' / I I 13.79 R4.0' 9.0' / f 8 R4. 20 P.U.E. (PER PLAT) I 1' WIDE CURB OPENING 24.0' / --'_� I � 24' U. E. vs ` f 4� � Z g / R4.0 & P. A. BUIL61NG EXISTING 20' ELECTRICAL R4.0 - I I I _ I {PER PLAT} - It �" /\ SETBACK LINE t EASEMENT, 627/7 T ' 1 & P.R AE ® / \ EXISTING 10' TELEPHONE T 10' GAS LINE L OT O 18.0 / > \ EASEMENT 666/309 PR f(E 15 ( (PER PLAT) EASEMENT l I 3 STORM SEWER I 670/397 1 6. j 4 PIP€,` a PRIVATE �3 2 5 ' ! 1 UNDERGROUND 18" STORM II 20 P.U.E.(PER PLAT) r I I t\. \ 1 / ELECTRICAL 6 CONCRETE SEWER I I 6' CONCRETE I I SERVICE \SIDEWALK PIPE I O SIDEWALK 00 \ \ I ~ EXISTING 20' PUBLIC \ ( \ UTILITY EASEMENT T \ \ \ \ BUILDING I 589/191 & 578/339 \ i r / \ T FF= 287.80 I I- LIMITS OF CONCRETE s / ✓ \ \ II 4 PAVEMENT UNDER _ I 4' Co ENA N MODULAR BUILDING II I 4p O �' ) { ` \ 2,940 SF w 00 ( \ I 10'Xib' P.U.E. \ ` APPROXIMATE LOC OF FLOOD PLAIN OF ATION Y Y z \ �\ PHASE II l \ 1 2_0' SANiTAfj \ Gi ��fJ LINE , 7.5 BUILDING L OT 2 /- \\ E WEER E l ` 3-1 1/2 Z SETBACK LINE LICK CREE{ S /_MENT I \ �' lb 4k, ``� 912/132/ / CO �l 15' BUILDING \ 1 \ 00 \ �, / / / ,1 u SETBACK LINE II I N PRIVATE 4" SANITARY SEWER R4.5' _4.5' 1 �- (y rY \ \ LINE 12�9' I( I- ' ( 11 ��am / PRIVATE 24" R4.5' I I - O i _ Y STORM SEWER 1 WATE�LINE N PIPE R4.5' 20' P,U.E. (PER PLAT) P.U.E. {PER PLA i)� / ��� I Ift4. 1' WIDE CURB OPENING 4 00 +. \ \ EXISTING 12" / WATERLINE 20' P.U.E. (PER PLAl'N PRIVATE 30" \ e / \ ' STORM SEWER PIPE g __ S --� _� /Cb I 19 \ y Y \ \ , / T I - \ -__ _ 9 -S - g -S / S -$ S -8 --- _- - - -- -- 3 -s / - �-- I UM R14.5' \ -- -- S -S _ -- 8 S \ \ \20' P.U.E. (PER PLAT) g -S 8' ' HI 15' BUILDING -/ _....---- - ---'"' ,.,,..- ...._.-- .m. / "�; ,� /„•- '' -- PROJECT BENCHMAF.i�: SETBACK sErsA LINE / _ ----- -S SCREEN \ / / f SQUARE CUT ON INLET FENCE 1 , - R18. ' EXISTING PRIVATE 30" STORM SEWER PIPE / 288.1 ELEVATION = 6 \ IRRIGATION METER /// �3 / / "d o - / \ / / C1 t ; i 18.0' WATER METER (5/8 ") // r { i t i I i i I i } } i I I } i '►� �` EXISTING 8" a co -` '', WATERLINE G 8" -- . <, g ° 3529 93 13UN� S 9g / a'S - - x•287 �' `� E 15 4.761 701) 0 / 285 Zo 7 / / i -8 11 FIRE HYDRANT S r do W-8 \ 30 15 0 30 \ SCALE IN FEET Ln \_ / vo { \� tZ, \ \` r Y �t� \ LOT 4 \� \ SITE SPECIFIC NOTES: 1. THE OWNER AND DEVELOPER OF THE PROPERTY IS BRAZOS VALLEY BANK BUILDING 1, GRAHAM CORNER PLA A, AS RECORDED N VOLUME S PAGE 129. LOT 1 BLOCK THE PROPERTY IS ZONED C -2, COMMERCIAL- INDUSTRIAL. 2. THE PROPOSED BANK OFFICE TEMPORARY BUILDING IS APPROX. 12' HIGH, 2,940 SF AND FF= 287.80. 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE LICK CREEK. NOPRIVATE ETENTION IS STORM-SEWER EN POSED FOR THIS SIT E. THE NORTH FORK OF 4. STORM- ER AND DR AINAGE DESI PLANS IN INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING 5. THE DEVELOPED AREA FOR THIS PROJECT IS 0.718 ACRES (31,288 SF). 6. 37 SQUARE FEET OF THEE ARE NO EXISTINGPTRE P RE PROPOSED PARKING N IIS N THE E LAN CAPE RESERVE AREA. 7. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. Ej Ft TRIGAL NOTES: 1. DEVELOPER INSTACLB CONDUITS AS PER CITY SPECS AND DESIGN. 2. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10' CITY INSTALLS REMAINDER. 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL. BOXES PROVIDED BY CITY.) 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 20001 VERSION OF PLAT AND /OR SITE PLAN. EMAIL TO: rbolinaci college- stationAx.us 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES (INCLUDING STREET LIGHTING). IRRIGATION NOTES: 1. 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, INSTALLED AS PER CITY ORDINANCE 2394. 2. UPONLIN BACK FLOW INSTALLATION D EVICES AS PER CI ORDNANCE 2394 D TESTED GENERAL NOTES: 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF ON EX ISTING LANS OR NOT,EAT LEAST HRSN PRIOR TO ANY CONSTRUCTION. ETHER W CONTRACTOR y IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1- 800 - DIG -TESS. 2: ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTE. 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. ALL WATER AND SEWER CONSTRUCTION TO BE, IN COMPLIANCE WITH BCS UNIFIED DESIGN GUIDELINES AND CONSTRUCTION SPECIFICATIONS. 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND /OR ABOVE. GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS: 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. 6. PAVEMENT DEPTHS: 6' CONCRETE PAVEMENT IN FIRE LANES AND TRASH DUMPSTER AREA, AND 5" IN ALL OTHER LOCATIONS. 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 8. ALL INTERIOR PARKING SPACES WITHOUT A CURB AT THE FRONT OF THE SPACE ARE OTH 9' WIDE BY 20' IN DEPTH. ALL UNOBSTR CTD AREA PROVIDED FOR VEHICLE P ARE 9' BY 18.0' WITH 2' OF OVERHANG. 9. THE TYPICAL BACK OF CURB RADIUS IS 4.0' UNLESS NOTED OTHERWISE. 10. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 11. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 12. SUBJECT PROPERTY IS CURRENTLY ZONED "C -2 '. 13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION ORDINANCE NO. 1638. 14., THE FLOOD ZONE DEPICTED HEREON IS PER A FLOOD STUDY BY THE CITY OF COLLEGE STATION OF LICK CREEK. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN A DESIGNATED FLOOD PLAIN AREA ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 4804100201 D, EFFECTIVE DATE FEBRUARY 9, 2000. NO PORTION OF LOT 1, BLOCK 1 IS WITHIN THE 100 -YEAR FLOODPLAIN LIMITS 15. P.U.E.. - PUBLIC UTILITY EASEMENT P.R.A. - PRIVATE ACCESS EASEMENT 16. 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 RESDIENTIAL DISTRICT WITHIN 15C OF THE SUBJECT LOT, MEASEURD FROM A POINT FIVE -FEET ABOVE ARCHITECTURE ND ALED TO N A UNIFIED APPEARANCE �D WITH THE BUILDING �c NOTE: FOR SIGNAGE AND BUFFERING PURPOSES THIS 10.73 ACRE TRACT (GRAHAM CORNER PLAZA) WILL BE CONSIDERED AS ONE BUILDING PLOT. 24 P.U.E. & P.R.A. (PER PLAT) 15' P.U.E. (PER PLAT) 24' P.U.E. L 6 & P.R_A. (PER PLAT) #3 BAR R =3" e ... ; *X #4 BARS ® 18" O.C. CURB FOR CONCRETE PAVEM ENT TYPICAL SECTION NTS * X = 6" IN FIRE LANES AND THE DUMPSTER AREA 5" IN ALL OTHER AREAS 9 41 V IN� CURVE RADIUS DELTA ARC TANGENT BEARING CHORD Cl 200-00 28'43'14" 100.25 51.20 S 33'57'05" E 99.21 PARKING ANALYSIS REQUIRED PARKING - BRAZOS VALLEY BANK PHASE 1: 2,940 SF OF OFFICE SPACE 1 SPACE PER 250 SF OF OFFICE SPACE 12 SPACES REQUIRED TOTAL 1 HANDICAP SPACES REQUIRED PROPOSED PARKING - BRAZOS VALLEY BANK: 12 SPACES PARKING 1 SPACE HANDICAP PARKING 13 SPACES TOTAL DRAWN BY CCs 25' CHECKED BY LIFT loc --------- 290---- ammolm son I t i i l i l l 1 l 1 1 1 1 i 1 � RE LANE- Cr a 5� S - ; - T- T- T- T- W -8 S -8 w w S -4 AE AE TXU -GAS qF F1 F9 21 P.U.E. P.R.A. EXISTING CONTOUR PROPERTY LINE PHASE LINE LOT LINE VEHICULAR LAY OF HOSE (VLH) FIRE LANE MARKINGS STORM SEWER FLOW DIRECTION HANDICAP RAMP EXISTING WATER VALVE LANDSCAPE SLEEVES (2 -3' PVC) EASEMENT LINE CURB STOP FLOOD PLAIN SCREEN FENCE HANDICAP PARKING SIGN SIDEWALK EXISTING UNDERGROUND PHONE CABLE EXISTING WATERLINE EXISTING SEWER LINE PROPOSED WATERLINE PROPOSED SEWER LINE BUILDING SETBACK LINE ABOVEGROUND ELECTRICAL SERVICE EXISTING GAS LINE EXISTING FIRE HYDRANT PROPOSED STORM SEWER INLET PROPOSED STORM SEWER JUNCTION 80) PUBLIC UTILITY EASEMENT PRIVATE ACCESS EASEMENT © CoDvright 2004 by R.L. Payne & J .�'eS )�j 1 ``f LEGEND z0 d - U �0 v 0 c� N �.J 0 0 �N V o� r 0 CL v ) � � C) o o 0 � � • i 00 S 0 w >- 0 0 �_ • IIt II, 0 cr 0 -� 0 cr 00 f- GU "V" SHEET: C1 r VICINITY MAP N.T.S. U �0 Z -- CL LEI d .- u) 0 00 oFS J Qu W 3: 0 ♦ � V .0 r ® O v � � o x z Z Lnl 00 Z r- N C Z � I I W Z d �0(.0 LLf _j r n� VJ cc _ � U)r-- {� w �_ ,5; Lij J W F- L>J W 11J U 0 10 f- GU "V" SHEET: C1 r VICINITY MAP N.T.S. NOTES: STATE HIGHWAY NO. 6 VARIABLE W10TH R.O.W. WEST FRONTAGE ROAD AVERAGE PAVEMENT WIDTH: 30' --- - - - - - - - - _ -286 - - - - - - - - - - PROPOSED CONTOURS STAKES-6' SPACING OR r POSTS-10' SPACING PROPERTY LINE M PHASE LINE - - - - - - - - - - - - - - - - - - - - - - -- ____----- - - - - - - - 284 =-- ------ - ----- - - - - - - - II - - - - - - - - - - - - - -- - - - - - - - 284 - - - - - - - - -- - - Fi 5 Lu - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -W-8 - - -S-8 - - ABOVEGROUND ELECTRICAL SERVICE -------- - - - - -- - - - - - - - - m - T = - - T- T T - T -. T - TV T - T - T - T -- T T - T -- T S_ 7 __T T - I TXU-GAS TXU-GAS - - - - - T - -TXU-GAS - T - T TXU-GAS-TXU-GAS-TXU-GA.S-TXL-(��S_T-XU-GAs--TXU-GAS-Txu- TOP OF PAVEMENT Tc TOP OF CURB Ts -TXU ==AE Tw 'tC=287.27 86.75- TOP OF STORM SEWER GRATE INLET 0 ( c) >� Ld cr 0') LLI CL 8 w U) 0 : � i , z W w L CD Ljj Lij 7, I C 286.65 00 Lo 0 = 0 TC=-286 55 TC=286.35 C) 0- Z INLET 7��286­1\ SILT TC=287.14 -TC=287.09 PROTECTION;/ C =2 .10 FEN CE SI LT FEN CE T I I 20 10 0 20 TC=286.50 SCALE IN FEET TC=28 TC=286.70 9-s . . . . . . . . . . . . TW= 287-00 Tw= 287.10 TW=287.30 a,- =286.90 - Tc 28690 TP 286.70 TWk-287.70 ?87 TC=�87.40 TS=286.80 Ts= 286.80 TS=J86.80 i i I BUILDING -TW=287. 30 FF 287.80 TC=286.48 TW=287.70 287.0 TC= 6.19 TC-287.00 TS=286.60 ITC= 287.30 I 1p=28 I 63 TS=286.60 TC=287.10 TC=286.85 TC=287 I 11 285.80 ,TC=286.85 TC=286.00 TC=286. 0 1 TP=285 46 TC=286.55 TC=286 5 / TC=286.30 TP=285 34 1p= 0 TC=285.70 - TC=286.35 TP 285 50 TFf --285.2 TG=285.0 TC=2 85.70 TP=2 5.20 =285.70 TC=28�.00 I NI-ET- TC=286.20 N. - - p - ff(5_TIfCTION 2 86 =286.10 TC=285.70 194r\) -------- 0 ------ TC=286.60 TC=286.30 9-s- s TC=286.30 TC=286.40 TC=286.30 I -_ I I �C 86.15 S - EXISTING STORM SEWER I TO BE REMOVED TP=285.61 CONSTRUCTION TP=285.47 EXIT W W-8 LO Lo 0 T BL OCK 0 A 1. THE PROPOSED LOCATIONS OF EROSION AND SEDIMENT CONTROL STRUCTURES ARE SHOWN ON THIS PLAN. - THESE BEST MANAGEMENT PRACTICES (BMP'S) WILL BE IMPLEMENTED TO PREVENT ERODED MATERIAL FROM LEAVING THE SITE. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE SI TE. 3. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE. 4. FILL MATERIAL USED TO ACHIEVE GRADE SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM 2 % BELOW TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. 5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. PAVEMENT AREA GRAVEL OR SAW NYLON BADS APPROVED EQU HEIGHT (YIN.). LAID END TO END- -EDGE OF GUTTER OF CURB 1 1 0 1 cups/cmiE im-Er OR juN=QN Box --J INLET PROTECTION NTS DUSTING OR PROPOSED PUBLIC ROAD OR STREET 3' OL CRUSHED STONE. MIN. THICKNESS - 6' MIN. ROCK EXIT LENGTH - 30'. SIZE- LOCATION AS SHOWN ON THIS SHEET. THE EX I SHALL BE MAINTAINED AND KEPT IN A CONDITION THAT PREVENTS MUD FROM LEAVING THE SITE. ADDITIONAL CRUSHED STONE SHALL BE ADDED AS NECESSARY- LEGET**M CONSTRUCTION EXIT NTS EXISTING CONTOUR PROPOSED CONTOURS STAKES-6' SPACING OR r POSTS-10' SPACING PROPERTY LINE M PHASE LINE WIRE FENCING TO PROVIDE SUPPORT STORM SEWER PER BALE FLOW DIRECTION DIRECTION OF FLOW HANDICAP RAMP o EXISTING WATER VALVE WIRE FENCING TO EASEMENT LINE Fi 5 Lu SILT FENCE FROMM= SIDEWALK _ T - T - T - EXISTING UNDERGROUND PHONE CABLE -W-8 EXISTING WATERLINE -S-8 EXISTING SEWER LINE _AE- ABOVEGROUND ELECTRICAL SERVICE -Txu-GAS - EXISTING GAS LINE �FH EXISTING FIRE HYDRANT m PROPOSED STORM SEWER, GRATE INLET in PROPOSED STORM SEWER JUNCTION BOX Q ,/ 30 DESIGN GRADE SPOT ELEVATION TP TOP OF PAVEMENT Tc TOP OF CURB Ts TOP OF SLAB Tw TOP OF SIDEWALK TG TOP OF STORM SEWER GRATE INLET CONSTRUCTION EXIT NTS Copyright 2004 L. Pay ne & _by ISSUE DATE 03/26/04 PROJECT NO. E1.16 - GRADING DRAWN BY CCs CHECKED BY JPS REVISION A A A A A 0 00 0 0 off U C, 0 u C 0 z U) • CL C C) cm z zw �o < Z C13 T_ • W 0 ( f) W > w U) j 0 j N 1:5 • 00 Z -F (.) 41: pp o (L ) I : L J�j� ­4- :r l (j HAY BALES AND SILT FENCE TO BE USED IN AREAS OF CONCENTRATED STAKES-6' SPACING OR r POSTS-10' SPACING DRAINAGE FLOWS. STAKES -1 "X2 WIRE FENCING TO PROVIDE SUPPORT SILT FENCE FABRIC PER BALE F TO FA I C DIRECTION OF FLOW SILT FENCE FABRIC WIRE FENCING TO Fi 5 Lu R PROVIDE SUPPO EXISTING GROUND L. TO FABRIC DIRECTION OF FLOW EXISTING GROUND BURY BOTTOM FLAP f. 12" MIN. DEPTH 4' 0 . BURY BOTTOM FLAP 12" MIN. DEPTH SILT FENCE NTS SILT FENCE W/ Z HAY BALES 00 U) r- NTS o d z z Copyright 2004 L. Pay ne & _by ISSUE DATE 03/26/04 PROJECT NO. E1.16 - GRADING DRAWN BY CCs CHECKED BY JPS REVISION A A A A A 0 00 0 0 off U C, 0 u C 0 z U) • CL C C) cm z zw �o < Z C13 T_ • W 0 ( f) W > w U) j 0 j N 1:5 • 00 Z -F (.) 41: pp o (L ) I : L J�j� ­4- :r l (j SHEET: C2 VICINITY MAP N.T.S. CL < 00 D_ I .j uj c1d Z -j 0 cr. Fi 5 Lu v o Z 0 0 0 F_ In Z 00 U) r- . 0 o d z z c"! )-� x r uj Z :5 : - 3: 1- 1 y c0 n cy) 0 z CL 0 ( c) >� Ld cr 0') LLI CL 8 w U) 0 : � i , z W w L CD Ljj Lij 7, 00 Lo 0 = 0 cr Cc . < C) 0- Z cr. 0 SHEET: C2 VICINITY MAP N.T.S. STATE HIGHWAY N0. 6 VARIABLE WIDTH R.O.W. WEST FRONTAGE ROAD AVERAGE PAVEMENT WIDTH: 30' 286------- 7 - -___ ___ - -- -------------------- - - - - -- - - - - -- ----_-- __ _- _ - -- -284— I �— .._....__._..___— _ —._ -- 284' -- ___— _.__.__._..__ _ _ _.__ __.__....__._._._..---- ._...._� --- _._----------------_._-------- _..._- _- ._._— ....._.--- ._.._... — - _ — - _ �— _ -- --_ - -- - -�1 —_� ___. _------- - - - - -- _ _ _ —_ _ ___ - - - - -- _ ---- _.__..._— / - T- T- T- T- T- T- T- T- T- T- _- T - T- T- T_ T- T- T- T T- T- T- T- T- T- T- T- T - T- T - T- T- T�- . - T- T- T- T- T-- T- T TXU -GAS TXU -GAS Txu -GAs TXU GAS TXU -GAS TXU -LAS TXU -GAS TXU -GAS TXU_G� TXU -GAS TXU -GAS _ TXU -GAS - -- -- AE 3'Z -M . /} z _TXU -GAS - AE AE 1'Z -� � —_ -1 ' � �--=— �5�= � -_'_' /� "1rZ= M- � -- t�� IVl- ` - -- •-�- l =ta��" ?ter s- �°---- 1/2" CONTRACTION JOINT - - - -- 290 - - - -- EXISTING CONTOUR as won will RESERVED PARKING ALL SiGN HARDWARE TO BE GALVANIZED 18" ". V`�o� Cow 6 SQUARE HANDICAP RAMP SIGN NO. R7 -8 PER M.U.T.C.D. EXISTING WATER VALVE i LEGEND & BORDER - GREEN » a>� FLOOD PLAIN BACKGROUND - WHITE SIDEWALK - T — T — T - WHITE SYMBOL ON BLUE BACKGROUND __W-8 EXISTING WATERLINE >• i - b f P 1:s 'F�s. x$' t 1G �{ €mss !1i u z x ny+ . a li; ty a� 'E, �• "1!! if A y . i T. 21 � {7k j� . s✓� v E �... 1 � tE u -f„S ��P tl 3 H C �{ jfi "} + 3i y.�,F 'K+°S `�• F ar " ?s4 - fC";=,s ,•. _: .: `�'s��•s v � �s"� �'4t��-5'�.. 3 }' -F���" r , . �� s ? . ,�` . .L e , },il l3 4��' � 11 1 C`k � �� } ' 1 �1111�� c. - -.. - . >s p z n, yST s ' < �.: - °e a7.. - v:_-. �. : 5. 2 -x. '*•a, x. P:1:L.at 2 :. .r h- f'. 4' 'FS' +I{� i.rx..n"✓ Ij„�'�iL++ fS, t m , �.. � , - }> { } r __. !� � e d -{rsk ••� \' y 4 ``L,U Jii7 . �i' 3� :.>a -....fl .t. 7t,,r,"^ rc .4 N+,s. sir a, -. �i.S '•13k w :tt 3 Sit 3 t ; 1 � ��4 - S ' ° - n ^1 � +�:- 'y x'k �{ 5-1 �� _' C. � l. 7' z''= �;"'_£' 'z. 'tG t r'. L.tau {r. s'g. . £ "�„Ic '' �:• ; -Sx,.� _I.su � } y av� � �.. } } 1 a 1 1.. "il /�A 7 f • !� - tq��q((Y.k S��lj t -mo i"It:. ��� t - . -i. ;. �; 1a u2 S LIMITS OF 5" CONCRETE PAVEMENT - N11� TO SUPPORT MODULAR BUILDING f CONTRACTION JOINT (TYPICAL) �� ✓� +j� � C �1xs � j�s _ 1 9 �?,u? t z },', sa. }�t' i ` i�+ .. r� � r" � 4 4 t t. 'fir r•� s ,; t � ��. 5 } • z : sr� ,, y.�.� } f £av �Lt�'"3t•'7JK . llr,� �'.{ 1 7v; ig z u y h s:. y f I I g j l EXPANSION JOINT (TYPICAL) r 4b rra,, t 4`I i •' #i w� i 3i 2 d U� tjt,"it o � ' P H A S "? AS t ' �'�•. �, a ��i,� �' ., S t a � 7 $ rr K d LINE 3 : y �z4?u y . r - zi St a li ? \ MEN 4. �1 � tA{'t�"k �,,.: .� a t e t � ::� t i 7t`• °.r J i � � ?, } ri •ki_ ��r +�wz 4g,�4.�3: Im ` 1 iii rktk �. !�'- � }, z ,•,.. 4 .�} iK i � e A r li rS 5� ir TIM � tamer t tG� . 54d k . !; v,�'v '��{ �..4��7�y "�z � f .1 � ? �"� r l� 'S r , #tS �-s_ z �h:. v t , �z3,�. �,T� x� j ,: a r. i 5� ��y^� r 4���a1'�(� 4 � t v ��,•k YC�hry t... r� }, . `� kL 9fr' y {� yx,,;�� 4f �f ��1� l�� 4L' .'t[ � ? k '�ifi �1. .�f ` �S '• k�. �M1��'S(1� � X t+�^�g � { x��✓x 1 . g S�' -j'it ' {' xP 'b "R } h a _ J � ^ S- ha'r."t .�..L� '+ ��u 4.-�'. •k-*� 1 ' "_ i � 'i ;1 k �`'�` #' a a } �''� t u � r '•i.: .> ? Ft t �-}Ya r ' � 47 s } .. � r � 4 �.t.� h y,n w a - + a' t i- r�`' u t k t H £'nt � iz r 4 z s �7^.3 � t �Z � ryzr r''"' r- � ,.,•mot j r _t � � - r 1�e LOT 2 20 10 0 20 SCALE IN FEET (� — �- ,.,..�..�-- ---�-� g -5 � —� � � I 1ST t.SP� L � 7T - � j� {t -- :^ ". —• ~- �� —. .!. —�, �.• ^" ^' ` ..--- B -S 4 k{ K rT..,u ..+e• "tt'R�^i, JJ ?'LLTTLk \ \++%JJ�...it�75"f_ ---- —" a, V 1 ' \. a t �� 11. � ;j •Y F�1 4 'Y i 5` ; � t 24 LF OF EXISTING 30" RCP STORM SEWER TO BE REMOVED 9 i w �g i_ ( to 1 ul +9 1 4y-•g ,' _. 2 � i --__ - ll 0 CK ONE GRADING & PAVEMENT CONSTRUCTION NOTES: 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 20 PERCENT BY WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSi) 3. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM 2% BELOW TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. 4. THE SUBGRADE SOILS BENEATH THE PARKING LOT DRIVEWAY PAVEMENT SHALL BE LiME STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF 5% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION ( TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM 2% BELOW TO 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND LIME SLURRY ". 5. THE SUBGRADE SOILS BENEATH THE 5" THICK CONCRETE PAVEMENT WHICH WILL BE USED TO SUPPORT THE MODULAR BUILDING SHALL BE A MINIMUM OF 6" OF SELECT FILL MATERIAL HAVING A PLASTICITY INDEX BETWEEN 5 AND 18. THE SELECT FILL St-ALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM 2% BELOW TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. 6. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF- ROLLED ". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF- ROLLING" SHALL BE REMOVED AND REPLACED. 7. 'JOINT SEALANT MATERIAL TO BE SONOBORN SL -1 OR APPROVED EQUAL. 8. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. STEEL REINFORCING BARS, #4 BARS, 18" O.C.E.W. CONCRETE PAVEMENT �— SELECT FILL MATERIAL (6" THICK) TYPICAL CONCRETE PAVING SECTION UNDER THE MODULAR BUILDING N.T.S. — a CONCRETE FOOTING -FINISH GRADE �V '� vp'1 \"� F � �� •mow � E TA'. � y � S��J.'r`� �✓%� . e . . , . 9. EXPANSION JOINT 1/2" CONTRACTION JOINT - - - -- 290 - - - -- EXISTING CONTOUR as won will RESERVED PARKING ALL SiGN HARDWARE TO BE GALVANIZED 18" ". V`�o� Cow 6 SQUARE HANDICAP RAMP SIGN NO. R7 -8 PER M.U.T.C.D. EXISTING WATER VALVE i LEGEND & BORDER - GREEN » a>� FLOOD PLAIN BACKGROUND - WHITE SIDEWALK - T — T — T - WHITE SYMBOL ON BLUE BACKGROUND __W-8 EXISTING WATERLINE 1/4" EXISTING SEWER LINE VAN ABOVEGROUND ELECTRICAL SERVICE TXU -GAS ACCESSIBLE ,H USE WHERE 0 2 3/8" GALVANIZED PIPE POST INDICATED PROPOSED STORM SEWER JUNCTION BOX 2 LBS. /FT. CONCRETE FOOTING -FINISH GRADE �V '� vp'1 \"� F � �� •mow � E TA'. � y � S��J.'r`� �✓%� . e . . , . 9. 4' -11 HANDICAP STRIPING SYMBOL N.T.S (SEE SHEET Cl FOR LOCATION) L A LIGHT BROOM FINISH W/ GROOVES (1/4" TO B 1/2" DEEP X 1/2" TO 3/4" WIDE 0 3/4" 6' (MAX) TO 2" APART), PROVIDE COLORED CONCRETE 0.0' CURB HEIGHT FOR CONTRAST, GROOVES SHALL 0.5' CURB HEIGHT BE CONSTRUCTED SO THAT THEY DO NOT HOLD WATER TYPICAL RAMP DETAIL AT PARKING AREAS N.T.S SEAL WITH JOINT MATERIAL SMOOTH DOWEL BAR 1 1/2" DIA. X 18', 12" O.C. (COATED W /HEAVY GREASE) 4" _ NON— EXTRUDING JOINT FILLER METAL OR PLASTIC CAP. INSIDE DIAMETER TO BE 1/16' GREATER THAN DIAMETER OF DOWEL BAR SIDEWALK EXPANSION JOINT TO BE SPACED AT 60 MAX: INTERVALS NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. PARKING BLOCK SHA BE INSTALLED 2' MIN FROM THE CURB. UGHT BROOM FINISH JOINTS TO BE TOOLED 1/4' TO 1/2" DEEP SIDEWALK CONTRACTION JOINT CONTRACTION JOINTS SHALL BE AT SAME SPACING AS SIDEWALK WIDTH R =3" 7-1 N� *X STEEL REINFORCING BARS @ 18" O.C. CURB FOR CONCRETE PAVEMENT TYPICAL SECTION NTS * X = 6" IN FIRE LANES AND THE DUMPSTER AREA 5" IN ALL OTHER AREAS SAW CUT EXISTING PAVEMENT FOR A MINIMUM OF 3" DEPTH IF A SMOOTH EDGE IS NOT AVAILABLE REINFORCING PER CONCRE -E PAVING DETAIL r LIME STABILIZED SUBGRADE X =6" IN FIRE LANE AND DUMPSTER LANES, 5" IN ALL OTHER AREAS SEAL WITH JOINT SEALANT MATERIAL SMOOTH DOWEL BAR 1/2" DIA. X 18" O.C. (COATED W /HEAVY GREASE) lil NON- EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR EXPANSION JOINT NTS TO BE SPACED AT 60' MAX. INTERVALS NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. EXPANSION JOINT CURB & GUTTERS SAWED OR FORMED, SEAL WITH JOINT SEALANT MATERIAL 3/8" TO 1/2" SMOOTH BAR DOWEL ... 3/4" X 18" ® 18" 0/C W/ STOP CAP & OILED W/ STD. NO. 40 SAE CONCRETE PAVEMENT ME —IN TO EXILING PAVEMENT TYPICAL SECTION NTS CONCRETE ( MIN SIDEWALK REINFORCED (3000 PSI, 28 -DAY STRENGTH) 1/4" PER 1' 1 y/ y/ \__2 SAND CUSHION / (AS NECESSARY) 12" #3 DOWELS ® 24" SPACING ON CENTER #3 X 18 O.C.E.W. WHERE SIDEWALK ABUTS CURB COMPACTED SUBGRADE CONCRETE SIDEWALK CROSS SECTION NTS #3 6" CURB CURB HEIGHT VARIES (0 -6 ") CURB HEIGHT .• VARIES (0 -6 ") F. :R••. ,w a.... , : :i au.'• SEE STD. CONC. SIDEWALK DETAILS ` .a SEE STD. CONC. SIDEWALK DETAILS SECTION B -B N.T.S SECTION A -A N.T.S 5 CURB HEIGHT VARIABLE CURB HEIGHT I - -B A /-0.0' CURB HEIGHT S IDEWALK (SEE PLAN) EXISTING CONCRETE PAVEMENT X CONTRACTION JOINT NTS CONTRACTION OR CONSTRUCTION JOINTS SHALL BE AT 20' MAX. SPACING NOTE: JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. 0 -6" 2004 by R.L. Payne & ISSUE DATE 03/25/04 PROJECT NO. E116 - PAVING DRAWN BY CCs CHECKED BY JPS REVISION 0 A 0 0 IL rn 0 O EXPANSION JOINT CONTRACTION JOINT - - - -- 290 - - - -- EXISTING CONTOUR as won will PHASE LINE - STORM SEWER V`�o� FLOW DIRECTION F L -a HANDICAP RAMP m EXISTING WATER VALVE i 6" CONCRETE PAVEMENT » a>� FLOOD PLAIN SIDEWALK - T — T — T - EXISTING UNDERGROUND PHONE CABLE __W-8 EXISTING WATERLINE S - 8 EXISTING SEWER LINE AE ABOVEGROUND ELECTRICAL SERVICE TXU -GAS EXISTING GAS LINE ,H EXISTING FIRE HYDRANT 0 PROPOSED STORM SEWER INLET ❑O PROPOSED STORM SEWER JUNCTION BOX 4' -11 HANDICAP STRIPING SYMBOL N.T.S (SEE SHEET Cl FOR LOCATION) L A LIGHT BROOM FINISH W/ GROOVES (1/4" TO B 1/2" DEEP X 1/2" TO 3/4" WIDE 0 3/4" 6' (MAX) TO 2" APART), PROVIDE COLORED CONCRETE 0.0' CURB HEIGHT FOR CONTRAST, GROOVES SHALL 0.5' CURB HEIGHT BE CONSTRUCTED SO THAT THEY DO NOT HOLD WATER TYPICAL RAMP DETAIL AT PARKING AREAS N.T.S SEAL WITH JOINT MATERIAL SMOOTH DOWEL BAR 1 1/2" DIA. X 18', 12" O.C. (COATED W /HEAVY GREASE) 4" _ NON— EXTRUDING JOINT FILLER METAL OR PLASTIC CAP. INSIDE DIAMETER TO BE 1/16' GREATER THAN DIAMETER OF DOWEL BAR SIDEWALK EXPANSION JOINT TO BE SPACED AT 60 MAX: INTERVALS NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. PARKING BLOCK SHA BE INSTALLED 2' MIN FROM THE CURB. UGHT BROOM FINISH JOINTS TO BE TOOLED 1/4' TO 1/2" DEEP SIDEWALK CONTRACTION JOINT CONTRACTION JOINTS SHALL BE AT SAME SPACING AS SIDEWALK WIDTH R =3" 7-1 N� *X STEEL REINFORCING BARS @ 18" O.C. CURB FOR CONCRETE PAVEMENT TYPICAL SECTION NTS * X = 6" IN FIRE LANES AND THE DUMPSTER AREA 5" IN ALL OTHER AREAS SAW CUT EXISTING PAVEMENT FOR A MINIMUM OF 3" DEPTH IF A SMOOTH EDGE IS NOT AVAILABLE REINFORCING PER CONCRE -E PAVING DETAIL r LIME STABILIZED SUBGRADE X =6" IN FIRE LANE AND DUMPSTER LANES, 5" IN ALL OTHER AREAS SEAL WITH JOINT SEALANT MATERIAL SMOOTH DOWEL BAR 1/2" DIA. X 18" O.C. (COATED W /HEAVY GREASE) lil NON- EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR EXPANSION JOINT NTS TO BE SPACED AT 60' MAX. INTERVALS NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. EXPANSION JOINT CURB & GUTTERS SAWED OR FORMED, SEAL WITH JOINT SEALANT MATERIAL 3/8" TO 1/2" SMOOTH BAR DOWEL ... 3/4" X 18" ® 18" 0/C W/ STOP CAP & OILED W/ STD. NO. 40 SAE CONCRETE PAVEMENT ME —IN TO EXILING PAVEMENT TYPICAL SECTION NTS CONCRETE ( MIN SIDEWALK REINFORCED (3000 PSI, 28 -DAY STRENGTH) 1/4" PER 1' 1 y/ y/ \__2 SAND CUSHION / (AS NECESSARY) 12" #3 DOWELS ® 24" SPACING ON CENTER #3 X 18 O.C.E.W. WHERE SIDEWALK ABUTS CURB COMPACTED SUBGRADE CONCRETE SIDEWALK CROSS SECTION NTS #3 6" CURB CURB HEIGHT VARIES (0 -6 ") CURB HEIGHT .• VARIES (0 -6 ") F. :R••. ,w a.... , : :i au.'• SEE STD. CONC. SIDEWALK DETAILS ` .a SEE STD. CONC. SIDEWALK DETAILS SECTION B -B N.T.S SECTION A -A N.T.S 5 CURB HEIGHT VARIABLE CURB HEIGHT I - -B A /-0.0' CURB HEIGHT S IDEWALK (SEE PLAN) EXISTING CONCRETE PAVEMENT X CONTRACTION JOINT NTS CONTRACTION OR CONSTRUCTION JOINTS SHALL BE AT 20' MAX. SPACING NOTE: JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. 0 -6" 2004 by R.L. Payne & ISSUE DATE 03/25/04 PROJECT NO. E116 - PAVING DRAWN BY CCs CHECKED BY JPS REVISION 0 A 0 0 IL rn 0 O V ' O 4- � U o O H V`�o� ~o m I a� b est- U `✓. 0 Z fn S U) J �U r- z O Q — \) 1 ® W F_ ^ i.i•• Q ��z CV Z W � i\ N z W z F_ W CC T seo W W D U O to . Q W WW 0 U pJ 0 W T � Y. tt� V O Co V OF �E " U O - CL W d' C3 00 W °6 'iSTE' mo ++• •m )NAL SHEET: C3 Inc. PARKING BLOCK NTS I Q fn S U r- z O p X ^ i.i•• Q W N °� � Z � i\ N z W z " Z o- °- z 0) O W Q D � � F_ W WW U pJ 0 n o m 'iSTE' mo ++• •m )NAL SHEET: C3 Inc. PARKING BLOCK NTS STATE HIGHWAY N0. 6 r� -- -- -_-_ --- - - - - -- 286___________ -- _-- ..----- - - - - -' _ ------ ------------- .--------- - - -- _ ___ -_____ __- 284 - ------- 7i _ _ __ __________284--- __________ ._.� ___ ----- ________- - - -Ij� - ---- - -. -'- .-_ _ . -- _ . -. �- -- .-- �- �.- - -- �.-.- -- -- -- �.� ..-- -! --- ... - - -""' - _ T- T- T/-- T- T- T- T- T T- T - T- T- T- T=- T- T- T- T- T- T- -T- T- T�- - T- T- T- T- T- T- T- T- T T -GAS _--__--TXU -G TXU -GAS TXU -G• °•S TXU -GAS --T TXU -GAS TXU ,GAS TXU -GAS TXU -GAS TXU -GAS t�Z -/ tZ -M b ��-- - - -�_- - � E�zZ = .Ats- fi7 -n�- -- r�,,.+�_nn r AF V -572 r 126 "X2 r r i I `fG= 285.70 i FL= 280.98 y FL= 281.50 I 280.731 r PIPE 10 I I � 15" PV OR HPDE % 87.5 F @0.6% I T T r i A a {: II PIPE 9 18" DVC 01 t HPDE 160.8 LF 1 S r I @ 111 % - o - o - o - o - o - ° 0 0 0 0 0 ° o ° o ° o _ OA SELECT MATERIAL o °o °o ° o ° o ° o ° 12" MIN. - 000 ° o °�oo PIPE oo ° o ° oo ° o @ (SPADE BY LIFTS INTO PLACE, o ° o TO FILL ALL VOIDS AROUND ° , ° o�o ° O ° o • PIPE. MANUALLY CONSOLIDATE.) L I T \� T - - - II � F��,<. ( II n; II T PHASE LINE 6" MIN. THE TRENCH BOTTOM SHALL" E -� GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES. r `' STORM SEWER Li d- Z FLOW DIRECTION H HANDICAP RAMP K , y tit: I I A BUILDING P HASE P � � FF= 287 LOT 2 LINE ' A I ' -p. PIPE 6 FL 4" EWER= 278.70 i I y 4 RCP � FL= 278.6 INL T 3 87.3 L @ 1.4% / FL 5. I I V „ 2811 SCALE IN FEET - -- -------- - - - - -- - \ FL 24" RCP = 28 PIPE 5 --- \ \ I \\ 30 RCP FL = 279.6 -- - FL =2 7.96 51.8 LF @ 0.7 0 'ccc, \ T ---_- i 9 S FL= 277.60 9 -S FL 8 `= 277.80 W JUNC BOX 1 �A'x` L4 Ir.�' -] DRAINAGE CONSTRUCTION NOTES: R .- M 1. PRIVATE STORM SEWER PIPE MATERIAL FOR PIPES 24" IN DIAMETER AND GREATER WILL BE RCP, T & G, ASTM C -76, CLASS III PIPE. STORM SEWER PIPE MATERIAL FOR PIPES 18" OR LESS IN DIAMETER MAY BE RCP, CONTECH A -2000 PVC DRAINAGE PIPE, HDPE HANCOR SURE -LOK WT PIPE, OR HDPE ADS N -12 PRO LINK WT PIPE. 2. ALL CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. 3. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMETNS. GENERAL INFORMATION ON TRENCH SAFETY IS PRESENTED ON THE SAFETY DETAILS SHEET. TW =1.5 x O.D. + 12" BEDDING AND BACKFILL FOR PRIVATE PVC AND HPDE STORM SEWER PIPE STRUCTURAL AREAS MACHINE SURFACE 6" 2 -1 " a sTOSu 24" 22 32" e APPROX. GRATE CAN BE WEIGHT FURNISHED RING - 175 PATTERN 400 -24 COVER - 2 5 MANHOLE RING AND COVER STORM SEWER RING AND COVER BEDDING AND BACKFILL FOR PUBLIC CONCRETE STORM SEWER PIPE STRUCTURAL AREAS VICINITY MAP N.T.S. A0 2 1/2' DIAMETER PVC DRAIN PIPES TO ALLOW WATER FLOW THROUGH CURB. 18" DIA. PIPE FLin= 278.96 T ^° OF GRATE= 285.00 4. 24" DIA. PIPE FLin= 278.46 4.5'' --►I 30" DIA. PIPE Flout= 277.96 EAST JORDAN IRON WORKS, INC. MODEL V -5728 GRATE INLET 3 -=PLAN VIEW to TOP OF GRATE =285: 15" DIA. P FLin =280 c EAST JORDAN IRON WORKS INC. _ I 30" DIA. PIPE ~� FLin= 277.60 STANDARD ti RING & COVER 1' STORM 4.5 SEWER I mo- 4.5 -►I JUNCTION BOX 1 -PLAN VIEW MODEL V -5728 GRATE ! i ! i 18" DIA. PIPE Flout= 280.73 INLET 4 -PLAN VIEW N.T.S. N.T.S. O.D. + 1' (5' MIN) 6"- 2"- ALL #4 BARS 12" C -C BOTH WAYS ALL MATFRIALS SHALL CONFORM TO COLLEGE STATION STANDARD SPECIFICATION NO. 71 SECTION A -A 1 SECTION B -B STANDARD JUNCTION BOX N.T.S. PROPOSED GRADE /- PAVEMENT SECTION MATERIALS FOR EMBEDMENT - KEY SELECT MATERIAL ROCKS, LUMPS, L MPS EXC OR DEBRIS C F REE OF LARGER THANTWO (2) INCHES IN THE LARGEST DIMENSION. COMPACTION OF THE MATERIAL SHALL BE TO AT LEAST 90% OF THE MAX. DRY DENSITY AS DETERMINED BY ASTM D -698 AT A MOISTURE CONTENT OF -2 BELOW TO +47o ABOVE THE OPTIMUM MOISTURE CONTENT OF THE MATERIAL. @ GRANULAR MATERIAL MATERIAL §HALL BE BANK RUN SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 15 MINIMUM PERCENT PASSING 3/4" SIEVE 100 © CEMENT STABILIZED SAND THE MATERIAL SHALL BE GRANULAR MATERIALS MEETING THE REQUIREMENTS OF MATERIAL "B" ABOVE MIXED WITH PORTLAND CEMENT AND DESIGNED TO PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF 50 PSI IN 48 HOURS AND 100 PSI IN 7 DAYS WHEN COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM D558 AND CURED AND TESTED IN ACCORDANCE WITH ASTM D1632 AND ASTM D1633. THE CEMENT -SAND MIXTURE SHALL BE COMPACTED IN 8" LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. FIELD MIXING OF CEMENT STABILIZED SAND IS ACCEPTABLE. @ GRANULAR MATERIAL MATERIAL SHALL BE PEA GRAVEL, CRUSHED STONE OR BANK RUN SAND. lea PROPOSED GRADE PAVEMENT SECTION ® SELECT MATERIAL r ` © (MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE) (SPADE BY LIFTS INTO PLACE, `� TO FILL ALL VOIDS AROUND PIP PIPE. MANUALLY CONSOLIDATE.) O.D. 8" MIN. /12" MAX. 6" MIN. THE TRENCH BOTTOM SHALL BE -/ GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES. LEGEND - - -- 290 - - - -- EXISTING CONTOUR - - - PROPERTY LINE go M PHASE LINE a. 2-1/2 DRAIN PIPE STORM SEWER Li d- Z FLOW DIRECTION H HANDICAP RAMP o EXISTING WATER VALVE - - EASEMENT LINE e� FLOOD PLAIN �� f ::, �' � r 4 "-' ' "'`�.'.: `- ,T SIDEWALK - EXISTING UNDERGROUND PHONE CABLE tAr -8 EXISTING WATERLINE 5 -8 EXISTING SEWER LINE W PROPOSED WATERLINE S -4 PROPOSED SEWER LINE AE ABOVEGROUND ELECTRICAL SERVICE 7XU -GAS EXISTING GAS LINE �FH EXISTING FIRE HYDRANT ® PROPOSED STORM SEWER INLET ®O PROPOSED STORM SEWER JUNCTION BOX ISSUE DATE 03/08/04 PROJECT NO. E116 - SITE PLAN DRAWN BY CCS CHECKED BY JPS REVISION 0 A A 0 0 z� o U Cd �` z a. Li d- Z N W �'�c S� U) c, v od J C9 W Q Q z 3: 0-) U) J �U Z O u V, C w Q L.L. F- m W n �.1� M o 00 06 0 Z U fi 04 v■ W z W N Z Q W o- z� T >- LL! M U I- W � U Ooh � LLJ 0 W W F W w w U o _j o r W O ac -j !� C'3 O m SHEET: C4 © CODVriaht 2004 by R.L. Pavne & Associates, Inc. 3- 2G -0 {- U O z a. Li d- Z od J C9 Q Q 3: 0-) U Z O u V, C w Q L.L. z d L'j Do N W 06 0 Z U fi 04 C'3 W z y ~ (.0 Q Z IL o- z� Z >- LL! I °.-. Q 0 - � U < CY) LLJ � LLJ 0 W F W w w U o _j o Cyr ¢ Lr) , O n SHEET: C4 © CODVriaht 2004 by R.L. Pavne & Associates, Inc. 3- 2G -0 {-