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Home My WebLink AboutDrawingsIn FL W 324 OD 1 Z 326 3e 1 L --------------- - ---------------- -------- ------- __ O ----- ---------- -------------- - --------- ---------- -------------- 200.0w SOLID WOOD ""'c' ----------------- - ----------- ______ _________ _______.___- ______. ------ --------------------- ---------- D 01110SCAPE BUFFER "N • M ----------- ------------------------------- ------ OPTION 5 2W -------------------- ------------------------ FUTURE BRANCH ED PLAT BLDG PROPERrY UNE 2.7co S Er ZONED C-3 ml RATTED A PROPERTY LINE PROPER" UK DETENTION 41. PRELIM. PRELIML PL DETENTION POND I 2t 1 Az ,,"n a ` � � � 4 Er/ k; N EW PLAT NEW PLAT DErDmom POND. SIM SF i 7274 SF AND � 1.67 k p1 TO SIE PEA TZV .KDqipt S FO M -RIS W/ 200 FEET /, . TOR , 0 66FE 3 3 MAX I F 2& FT (;1 9 X 12') > MAX 35= MGH I L 0 EITHER E -RISE OR LO-PROFILE SIGMAGEtOPTIN MAY BE USED; NOT STO BOTH. DENNIXIM POW c') • - NEW PROPERTY ME WIDEN WELLIKORM ROW ----------- CENTERLINE OF cn DRIVEWAY!!, HI-RISE SIGN (ONE-ONLY) 0 PROFILE sldh74--FT WIG =.k4AX" SIGNS, MIN 150-Fr APART. ; --------------------- --------------- PLATTED ACCESS 200'-0" C* ------------------------ -------- --------------------- I PRELM. PLATTED ACCESS 50'-5 i 40- . q. r C=l SITE PLAN - SCHEME "I" STATE BANK EXPRESS BANK WELLBORN ROAD COLLEGE $TATION, TEXAS 1..50. REVISED 24 JULY 2003 I I I CENTERLINE OF PROPOSED MEDIAN OPENING IN FM 2 1 5 4 ( W E L L B 0 R N R OAD ) WELLBORN ROAD 1 350'-0' (THIS IS THE MIN DRfVEWAY SEPARATION, EFFECTIVE JAN 2003 Jr. High School LT L � �5 Elem. School r� Park Edelw ei55 nvfnue a U V SITE VICINITY MAP I I � I =111= I I- 6 " 6 VARIES - REFER SITE PLAN (SLOPE NOT TO EXCEED 5° /° OR 120) (CROSS -SLOPE NOT TO EXCEED 2% OR 1:50) 11. I .16A NO SCALE 4' CONC. SIDEWALK REINF. W/ #3 @ 16" O.C.E.W. EDGE EACH SIDE W/ 1PP RADIUS FINISHED GRADE - SLOPE AWAY FROM SIDEWALK REFER GRADING PLAN (CONT. EXISTING SUDGRADE PROJECT DATA L ` DE ELWEISS ESTATES PHASE 7 -13, BLOCK 24, EDELWEISS ESTATES, PHASE 7 -D, DLOCK 24, .U.E. LOT 9, ZONED R -1 EDELWEISS ESTATES PHASE 743,131-00' EDELWEISS ESTATES PHASE 7 -D, DLOGK 24, / LOT 10, ZONED R 1 2,3 LOT 9 ZONE R 1 LOT 11, ZONED R -1 R ODNEY & NADEAN EDDE JUAN A. LAND I'f.OP. LINE BRENDA &DARKEN FRANK - E 4 'E" -EXISTING 6" S.S.- A L & R PUdXANE HORD _ _ r rgr- 7— EXIST P.P. _ -E- EXIST. O.H. ELEC.- - - Er . E E�� > �2�. 5 52) 10' DRAINAGE EASEMENT -7 EX IST. P. 15' SETDACK EXISTING MANHOLE I I I _ I � DETENTION POND t 25 P & LAN BUF � / I ry MA50 - SCREEN WALL -SEE DTL.1 /Al2- i _I 16 U U Q EDELWEISS BUSINESS CENTER EDELWEiSS DUSINESS CENTER THICKNESS 13LOCK 1, LOT 8, RODERT STEVENSON SURVEY, A -54 - SIDEWALKS 1.9744 ACRES BLOCK 1, LOT 8, ROBERT STEVENSON SURVEY, A -54 APPLICANT /OWNER: 1. REMOVE ALL EXISTING TREES, CONSTRUCTION, OR OTHER 06STRUCTIONS`THAT WILL INTERFERE - STATE DANK WITH CONSTRUCTION. VERIFY WITH OWNER OR ARCHITECT AT SITE- 202 WEST COLORADO 2. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE DURING CONSTRUCTION (I.E. LA GRANGE, TEXAS 76945 I (979) 968- 7280 3. PROTECT FROM DAMAGE ALL EXISTING TREES THAT ARE TO REMAIN DURING CONSTRUCTION. MAINTAIN DARRIERS AROUND TREES AT A DISTANCE OF THE DRIPLINE PLUS 6 -0" 3EYOND. THIS SITE & ADJACENT SITES ARE NOT IN 100 YEAR FLOOD PLAIN 4. REFER TO SITE PLAN FOR APPROXIMATE LOCATION OF ALL KNOWN UTILITIES. VERIFY LOCATIONS OF ALL WATER, POWER, SANITARY SEWER, STORM SEWER, GAS, ETC. PROTECT AND MARK APPROPRIATELY TOTAL SITE AREA 1.9744 ACRES PRIOR TO DEGINNING ANY EXCAVATION, NEW CONSTRUCTION OR OTHER WORK AT THE SITE ENCLOSED DLPG. AREA 2880 S.F. 5. GENERAL CONTRACTOR SHALL DE RESPONSIDLE FOR VERIFYING ALL DIMENSIONS DURING LAYOUT DRIVE THRU CANOPY AREA 1506 S.F. C-14 ENTRANCE CANOPY AREA 116 S.F. 6. AREAS TO DE SEEDED INCLUDE ALL AREAS WHERE GRADING IS REQUIRED OR WHERE GRASS IS DISTURDED. PISTUR13EP ALL AREAS SHALL DE RESTORED TO ORIGINAL CONDITION. (PULVERIZE NOT SPRINKLERED TOP SOIL, FINE GRADE AND,RAKE FOR PLANTING). 12 x 12 DUMPSTER ENCLOSURE W/ GATE 7. THE CONTRACTOR SHALL NOTIFY. THE CITY ENGINEERING DIVISION FORTY - EIGHT (48) HOURS IN WAY AND /OR PUDLIC UTILITY EASEMENT. OCCUPANCY CLASSIFICATION = "D" DUSINESS v ZONED C-1 s WELL50RN ROAD = MAJOR ARTERIAL STRATEGICALLY PLACED AROUND THE PROPERTY AND AT EXISTING STORM DRAIN INLETS ADJACENT TO NEW CONSTRUCTION. THE GENERAL CONTRACTOR SHALL ODTAIN FINAL APPROVAL OF PARKING REQ'P = 2880 S.F. /250 S.F. /SPACE =11.5 >12 SPACES I ° PARKING PROVIDED =17 SPACES (1 H.G. + 16 STD.) G 120-O" STEEL PIPE CURD -SEE DTL. 4/A1.2 =r " c; U 4' CONC. SIDEWALK REINF. W/ #3 @ 16" O.C.E.W. EDGE EACH SIDE W/ 1PP RADIUS FINISHED GRADE - SLOPE AWAY FROM SIDEWALK REFER GRADING PLAN (CONT. EXISTING SUDGRADE PROJECT DATA L ` DE ELWEISS ESTATES PHASE 7 -13, BLOCK 24, EDELWEISS ESTATES, PHASE 7 -D, DLOCK 24, .U.E. LOT 9, ZONED R -1 EDELWEISS ESTATES PHASE 743,131-00' EDELWEISS ESTATES PHASE 7 -D, DLOGK 24, / LOT 10, ZONED R 1 2,3 LOT 9 ZONE R 1 LOT 11, ZONED R -1 R ODNEY & NADEAN EDDE JUAN A. LAND I'f.OP. LINE BRENDA &DARKEN FRANK - E 4 'E" -EXISTING 6" S.S.- A L & R PUdXANE HORD _ _ r rgr- 7— EXIST P.P. _ -E- EXIST. O.H. ELEC.- - - Er . E E�� > �2�. 5 52) 10' DRAINAGE EASEMENT -7 EX IST. P. 15' SETDACK EXISTING MANHOLE I I I _ I � DETENTION POND t 25 P & LAN BUF � / I ry MA50 - SCREEN WALL -SEE DTL.1 /Al2- i _I 16 U U Q EDELWEISS BUSINESS CENTER LIGHT POLE. 13ASE 3/. -0" 15 THICKNESS REINFORCED - SIDEWALKS 41/2" BLOCK 1, LOT 8, ROBERT STEVENSON SURVEY, A -54 - AC & UTIL. PADS 1. REMOVE ALL EXISTING TREES, CONSTRUCTION, OR OTHER 06STRUCTIONS`THAT WILL INTERFERE - Cz z WITH CONSTRUCTION. VERIFY WITH OWNER OR ARCHITECT AT SITE- STATE BANK 2. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE DURING CONSTRUCTION (I.E. - FIRE LANES & ACCESS RD. " I #3 @ 12" O.C.E.W. 3. PROTECT FROM DAMAGE ALL EXISTING TREES THAT ARE TO REMAIN DURING CONSTRUCTION. MAINTAIN DARRIERS AROUND TREES AT A DISTANCE OF THE DRIPLINE PLUS 6 -0" 3EYOND. 12'X 12' DUMPSTER 1. 9744 ACRES 4. REFER TO SITE PLAN FOR APPROXIMATE LOCATION OF ALL KNOWN UTILITIES. VERIFY LOCATIONS OF ALL WATER, POWER, SANITARY SEWER, STORM SEWER, GAS, ETC. PROTECT AND MARK APPROPRIATELY TYPICAL SIDEWALK PRIOR TO DEGINNING ANY EXCAVATION, NEW CONSTRUCTION OR OTHER WORK AT THE SITE - REFER DETAIL 5. GENERAL CONTRACTOR SHALL DE RESPONSIDLE FOR VERIFYING ALL DIMENSIONS DURING LAYOUT PAD W/ CMU SCREEN ZONED C -1 AT THE SITE AND SHALL CONTACT THE ARCHITECT SHOULD ANY PRODLEM DECOME EVIDENT. l 6. AREAS TO DE SEEDED INCLUDE ALL AREAS WHERE GRADING IS REQUIRED OR WHERE GRASS IS DISTURDED. PISTUR13EP ALL AREAS SHALL DE RESTORED TO ORIGINAL CONDITION. (PULVERIZE TOP SOIL, FINE GRADE AND,RAKE FOR PLANTING). W ALL & GAT 7. THE CONTRACTOR SHALL NOTIFY. THE CITY ENGINEERING DIVISION FORTY - EIGHT (48) HOURS IN WAY AND /OR PUDLIC UTILITY EASEMENT. TYPICAL CONCRETE CURD ADVANCE OF ANY CONSTRUCTION IN CITY RIGHT -0F 8. DURING CONSTRUCTION; THE GENERAL CONTRACTOR SHALL MAKE PROVISIONS FOR THE POTENTIAL & PAVING - REFER DETAIL EROSION OF SOIL FROM THE SITE THROUGH THE USE OF HAY DALES OR SILT FENCES 136-0" W/0 CONCRETE CURD STRATEGICALLY PLACED AROUND THE PROPERTY AND AT EXISTING STORM DRAIN INLETS ADJACENT TO NEW CONSTRUCTION. THE GENERAL CONTRACTOR SHALL ODTAIN FINAL APPROVAL OF 61' -6" I ° I G 120-O" STEEL PIPE CURD -SEE DTL. 4/A1.2 =r " c; U _li _. 1 •. o -. a °.. N_ SMOOTH DOWEL 12" O.C. ° ' ' °' ° ' °' ° ' C� Ilillllll II II I II III IIIiI III `? N_ PROPOSED 15' EASEMENT I (�- ELECTRIC TRANSFORMER ON CONC. PAD 12-0" 11' -0" 11 11' -0" 12'-3" 60' -0" w ELEVAI ION r NO SCALE LIGHT POLE & 13ASE - REF. SPECS NON- SHRINK GROUT EASE EDGE ANCHOR DOLTS AS REQ`D DY LIGHT MFR. 18" PIA. 2500 PSI SHAFT WI 6 #4 IN 12" PIA. ARRAY & #3 TIES AS SHOWN - PROVIDE "RUDDED CONCRETE" FINISH. FINISH GRADE E L C RICAL CONDUITS 6" MIN. COMPACTED FILL - EXTEND 3' -0" DEYOND LIMITS 9• ACCESSIDLE ROUTES SHALL NOT EXCEED 5% SLOPE (120) IN THE DIRECTION OF TRAVEL. OF PAVING CROSS -SLOPE NOT TO EXCEED 2% (1:50). EXISTING 5U5 -GRADE 10. ALL PAVING DIMENSIONS ARE T0; BACK OF CURD. 11. 4' PIA. CERAMIC LANE MARKERS AS SPECIFIED - 5' -0" OC 12. FIRE LANE 0 CURDS PAINT TOP & FACE RED W/ 4" WHITE STENCIL LETTERS'& 9 PARKING PAINT 8" RED STRIPE W14 "WHITE STENCIL LETTERS PER CITY REQ'S. 13. ALL ROOF AND GROUND MOUNTED'MECHANICAL EQUIPMENT WILL DE SCREENED FROM VIEW RELATIVE TO ALL PUDLIC R.O.W. AND TO ALL RESIDENTIAL AREAS WITHIN 150 OF THIS LOT, MEASURED FROM A POINT 5' -0" ADOVE GRADE SIDEWALK Cad CUR13 I 3/4" =1' -0" LIGHT POLE. 13ASE 3/. -0" 15 THICKNESS REINFORCED - SIDEWALKS 41/2" #3 016" O.C.E.W. - AC & UTIL. PADS 1. REMOVE ALL EXISTING TREES, CONSTRUCTION, OR OTHER 06STRUCTIONS`THAT WILL INTERFERE - Cz z WITH CONSTRUCTION. VERIFY WITH OWNER OR ARCHITECT AT SITE- HARD TROWEL EDGES 2. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE DURING CONSTRUCTION (I.E. - FIRE LANES & ACCESS RD. " DUILDINGS, PAVING, WALKS, STREETS, FENCES, ETC.) #3 @ 12" O.C.E.W. 3. PROTECT FROM DAMAGE ALL EXISTING TREES THAT ARE TO REMAIN DURING CONSTRUCTION. MAINTAIN DARRIERS AROUND TREES AT A DISTANCE OF THE DRIPLINE PLUS 6 -0" 3EYOND. 6" 4. REFER TO SITE PLAN FOR APPROXIMATE LOCATION OF ALL KNOWN UTILITIES. VERIFY LOCATIONS OF ALL WATER, POWER, SANITARY SEWER, STORM SEWER, GAS, ETC. PROTECT AND MARK APPROPRIATELY TYPICAL SIDEWALK PRIOR TO DEGINNING ANY EXCAVATION, NEW CONSTRUCTION OR OTHER WORK AT THE SITE - REFER DETAIL 5. GENERAL CONTRACTOR SHALL DE RESPONSIDLE FOR VERIFYING ALL DIMENSIONS DURING LAYOUT W/ SEALER - PER SPECS AT THE SITE AND SHALL CONTACT THE ARCHITECT SHOULD ANY PRODLEM DECOME EVIDENT. 1/2" EXPANSION JT. FILLER W /SEALANT - PER SPECS 6. AREAS TO DE SEEDED INCLUDE ALL AREAS WHERE GRADING IS REQUIRED OR WHERE GRASS IS DISTURDED. PISTUR13EP ALL AREAS SHALL DE RESTORED TO ORIGINAL CONDITION. (PULVERIZE TOP SOIL, FINE GRADE AND,RAKE FOR PLANTING). #3 DOWEL x 1' -8" Cad 16" O.C. 7. THE CONTRACTOR SHALL NOTIFY. THE CITY ENGINEERING DIVISION FORTY - EIGHT (48) HOURS IN WAY AND /OR PUDLIC UTILITY EASEMENT. TYPICAL CONCRETE CURD ADVANCE OF ANY CONSTRUCTION IN CITY RIGHT -0F 8. DURING CONSTRUCTION; THE GENERAL CONTRACTOR SHALL MAKE PROVISIONS FOR THE POTENTIAL & PAVING - REFER DETAIL EROSION OF SOIL FROM THE SITE THROUGH THE USE OF HAY DALES OR SILT FENCES STRATEGICALLY PLACED AROUND THE PROPERTY AND AT EXISTING STORM DRAIN INLETS ADJACENT TO NEW CONSTRUCTION. THE GENERAL CONTRACTOR SHALL ODTAIN FINAL APPROVAL OF TWG Ar rl 1A1 KAI='n 1?F(3I 1I 12PD ANf) err) ?i Ar.FM>=Nr FROM THE CITY ENGINEERING DIVISION PRIOR 6" MIN. COMPACTED FILL - EXTEND 3' -0" DEYOND LIMITS 9• ACCESSIDLE ROUTES SHALL NOT EXCEED 5% SLOPE (120) IN THE DIRECTION OF TRAVEL. OF PAVING CROSS -SLOPE NOT TO EXCEED 2% (1:50). EXISTING 5U5 -GRADE 10. ALL PAVING DIMENSIONS ARE T0; BACK OF CURD. 11. 4' PIA. CERAMIC LANE MARKERS AS SPECIFIED - 5' -0" OC 12. FIRE LANE 0 CURDS PAINT TOP & FACE RED W/ 4" WHITE STENCIL LETTERS'& 9 PARKING PAINT 8" RED STRIPE W14 "WHITE STENCIL LETTERS PER CITY REQ'S. 13. ALL ROOF AND GROUND MOUNTED'MECHANICAL EQUIPMENT WILL DE SCREENED FROM VIEW RELATIVE TO ALL PUDLIC R.O.W. AND TO ALL RESIDENTIAL AREAS WITHIN 150 OF THIS LOT, MEASURED FROM A POINT 5' -0" ADOVE GRADE SIDEWALK Cad CUR13 I 3/4" =1' -0" 6 FILL - PER SPECS CS EXPANSION JOINT 11/2 " =1' -0' 3/4 WATER METER REVIEWED F I SITS N01"�S N0 SCALE 14 15` 0" 16` -8" 131-0 _ 28-0 15 �� 1" IRRIGATION METER NEW CONCRETE SIDEWALK SCORED JOINTS -EVENLY SPACED, 5' -0" MAX. EXPANSION JOINTS 0 30' -0" O.C. MAX. NEW CONCRETE NEW ASPHALT PAVING PAVING REQUIREMENTS - 3000 PS126 DAY CONC. LOCATION THICKNESS REINFORCED - SIDEWALKS 41/2" #3 016" O.C.E.W. - AC & UTIL. PADS 41/2" Cz z - PARKING & DRIVES HARD TROWEL EDGES #3 @ 12" O.C.E.W. - FIRE LANES & ACCESS RD. " EACH SIDE #3 @ 12" O.C.E.W. - ENTRANCE APRON & STREET" 6" s U 1/2" EXP. JOINT FILLER W/ SEALER - PER SPECS c U < PLASTIC SLEEVES -12" LONG `- CONC. REIN, . K G =r " c; U _li _. •. o -. a °.. , .. ° - , - 5/8" DIAMETER X 1' -6" SMOOTH DOWEL 12" O.C. ° ' ' °' ° ' °' ° ' C� Ilillllll II II I II III IIIiI III IIII 1 III II II II 11111) II I III I I I III HOLD SQUARE ANP LEVEL 6 FILL - PER SPECS CS EXPANSION JOINT 11/2 " =1' -0' 3/4 WATER METER REVIEWED F I SITS N01"�S N0 SCALE 14 15` 0" 16` -8" 131-0 _ 28-0 15 �� 1" IRRIGATION METER NEW CONCRETE SIDEWALK SCORED JOINTS -EVENLY SPACED, 5' -0" MAX. EXPANSION JOINTS 0 30' -0" O.C. MAX. NEW CONCRETE NEW ASPHALT PAVING PAVING REQUIREMENTS - 3000 PS126 DAY CONC. LOCATION THICKNESS REINFORCED - SIDEWALKS 41/2" #3 016" O.C.E.W. - AC & UTIL. PADS 41/2" #3 @ 16" O.C.E W. - PARKING & DRIVES 5" #3 @ 12" O.C.E.W. - FIRE LANES & ACCESS RD. " at #3 @ 12" O.C.E.W. - ENTRANCE APRON & STREET" 6" #4 12" O.C.E.W. ACCESS ROAD 20 E A SE ME E NT 15 NOV 5 :2004 I COLLEGE STATION ----------------- - - - - -- --- - - - - -- ------------- - - - - -- --- - - - - -- ----------------------- I 85 PRIVATE ACCESS DIMLORENT SEVICES EASEMENT & PRIVATE DRAINAGE EASEMENT PROPOSED -PROP. LINE I I 1 EXISTING CONTOURS "ALL CONC. DRIVE SURFACES WEST OF THE DRIVE THRU - CANOPYARE FIRE LANES AND SHALL DE 6" THICK. THIS DOES FINISHED CONTOURS NOT INCLUDE THE PARKING SLOTS WHICH SHALL DE 5" THICK. ' ( 40' BLDG. 5ET13ACK I I I I +10 . 00 EXISTING SPOT ELEVATION ALL CONC. DRIVE SURFACES UNDER AND EAST OF THE DRIVE -THRU CANOPY SHALL DE 5" THICK. FINISHED SPOT ELEVATION 100.0 -E -E- I I I EXISTING O.H. ELE�35/499) W UTILITY LINE AS INDICATED — 'E- E -- E -E E L E_ -E- W -W -W -W- -W- W- W— I --W -W -W. EX[S T.I�z16 T 20' CIT Y OF COLLEGE STATION I POWER POLE EASEMENT (696/306) END CURD PROP. LINE N 47 W - 200.00 CULVERT - SEE LIGHT' POLE ( OR OTHER A5 NOTED) — — — �I'—' ' GRADING PLAN �:. TWO R.O.W. SWALE (DRAINAGE) PROPERTY LINE 317 TO NEXT FIRE HYDRANT P.U.E. OR SET13ACK LINES. (AS NOTED) .......... FIRE LANE - SEE NOTE 12 - EDGE OF PAYING FIRE TRUCK' T" TURN AROUND SITE LEGEND No SceLE 13 SITE PLAN Q > 23' -2' 430' TO NEXT FIRE HYDRANT __ -_ -_ - _ -_ -_ - -_ -_ 435' TO NEXT CURD CUT - - - -- 30' -0 "- - - - 444` +/- TO NEXT CURB CUT °n Q EM 2154 (WELLBORN RD.) 1"= 20'-0" w v PATTER.SON .ARCHITECTS design for ow children's fidure www.patarch.com 701 South Texas Avenue Bryan, Texas 77803 979 775 6036 Project Number 2418 Issued For: SITE PERMIT Revisions 1 0126164 1:4 �4 O w� H a U pq W-4 W H O V a O V V � A O W � N w Ln Cq r Date: August 30, 2004 A 0 11 OF NO. OF SHEETS O� / p ©COPYRIGHT 2004 i LANDSCAPE REQUIREMENTS Site Information: �.,�,.•.......�...� Taxpdium distachum Site Area: 80005 SF cal Points Required Quercus nigra Landscape: 30 points for every 1000 S.F. cal 80005 sf / 1000 = 80.005 X 30 = 2400.2 Streetscape: Cal 300 points for every 50ft of frontage-less entrance drive 200 ft - 30 ft = 170 ft / 50 X 300 = 1020 1 canopy tree every 25' 14 Crapemyrtle 170 ft / 25ft = 6.8 7 canopy trees required Buffer Zone (225 ft): ht 1 tree every 25' = 9 trees Shrubs 5 gal shrub every 3' = 75 shrubs Proposed Landscape Points: Myrica cerifera Site: 10 Canopy Trees 150 Points 1500 14 Non Canopy 40 Points 560 41 Shrubs 5 gal 10 Points 410 16 Dwarf Yaupon 2470 Streetscape: 7 Canopy Trees 150 Points 1050 Points Required 3420 Points Provided 3520 PLANT ': %g RHEpULE Trees n_ ..a:Ar AIA.,r.O C17A Q uantity common warns 4 Bald Cypress �.,�,.•.......�...� Taxpdium distachum - -- 30.gal 2.1" cal 5 Water Oak Quercus nigra 30 gal 2.1" cal 10 Lace Bark Elm Ulmus parvifolia 30 gal 2A" Cal 7 Live Oak Quercus virginiana 30 gal 2.1" cal 14 Crapemyrtle Lagerstroemia indica . 15 gal :5' -6' ht w Shrubs C7 75 Southern Wax Myrtle Myrica cerifera 5 gal 41 Wax Leaf Ligustrum Ligustrum texana 5 gal 16 Dwarf Yaupon Ilex vomitoria nana 5 gal 62 Liriope muscari Liriope muscari 1 gal 9 Eleagnus Eleagnus pungens 5 gal G-Dwarf Burford Holly Ilex bufordi dwarf 5 gal 19 Hawthorn Raphiolepsis indica 5 gal 24Dwarf Pittostorum Pit`Losporum tobira 5 gal Wheeler's Dwarf t . LANDSCAPING NOTES: 1. Contractor shall provide 100% coverage of groundcover and/or perennial grass at parking lot . islands, swales, drainage areas, parking lot setbacks, right -of -ways, and adjacent property disturbed during construction. 2. All planting areas shall be watered by an irrigation system and shall be installed by a licensed irrigation contractor. 3. An irrigation plan is required to be reviewed, approved and installed prior to C.O. Irrigation system shall be protected by either a Pressure Vacuum Breaker, Reduction Principle Backflow Device, or a . Double Check Backflow Device. Installation and testing shall be in compliance with City Ordinance 2394. —� L EDELWE155 ESTATES PHASE 7-B BLOCK 24, LOT 10, u r r :� 1.1 . EDELWEISS ESTATES, PHASE 7 -5. BLOCK 24. LO - --- — ""' EDELW ©55 ESTA�S PHASE 7 -B BLOCK 24. LOr 11 RODNEY & NADEAN EADE5 i JUAN A LANDNER. SR :LWQ55 ESTATES, PHASE 7-B BLOCK 23, LOT 9 BRENDA DARKEN FI�MIK PAUL &ROM HOED I 'I Y ?f': I Irll i ••�� _ �' ..�. - _ 25 F. & LANDSCAPE BUFF 15' SETBACK —N EXISTING MANHOLE ° MAN50NRY SCREEN WALL 5_EE DTL_2/Al2 . f. a 75 SOUTHERN WAX MYRTLE I • ( � 4 BALD CYPRESS 1" =20' -0" PATTERSON • ARCHITECTS design far ornr C {ll {l{YP11�S fiihue www.patarch.com 700 South Texas Avenue Bryan, Texas 77803 979 775 6036 Project Number 2418 Date Issued JULY 2004 Revisions 8- `zo o.1255. Of v� W H O H v7 • C7 . O U - v W O w� E� a W u pq w C7 z rrl v� W H O H v7 • C7 . O U - v W lot A O W � N to v� OF NO. OF SHEETS ,P COPYRIGHT 2004 1 GENERAL NOTES: 1. ESTABLISHED BENCHMARK ELEVATION FOR EXISTING & r . I PROPOSED ELEVA71ONS AND MANHOLE COVER LOCATED AT EAS CORNER. THE I 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING ti CONSTRUCTION, THE CONTRACTOR SHALL CONTACT DIG TESS O z I F/i. 325.15 1 -800- 344 -8377. r I - 3. S LL STANDARD SPECIFICATIONS AND ACCOR THE CONSTRUCTION STANDARDS V) 0 - ._-- -- FOR WATER SEWER, DRAINAGE AND STREET CONSTRUCTION. TESTING Z d ^ r r SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S STANDARDS. ALL 1P =327 `� �' = 327 . 25 V , L` ��] .••. 27 327 F/t - 325.27 » CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. v t � i,,: �. • " 26 -5 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. w f , TP =328.75 f ` <^ ills 326.50 10 -9 ° s r' ____ _- - -3�N3� -- - CONSTRUCTION DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR Q �;' I m - 328.��; ••.• ---- - "" 331,13.4 _ _ - ---- -- Llis 2 » CONSTRUCTION SAFETY. CL - -1llS 3 >• 26'-5" FA LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED 0 i TF' 328.50 3030N3-4 F/L =325 FA y 5 � ONLY. OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE - 3�� CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR -- - -3�N� _-- nls 327 r>P'327.50 ry$ 1P =327.80 m =327.20 ` LOCATING AND PROTECTING OF ALL BURIED UTILITIES. I I iP'327'87 m- 327'40 FA- 325.43 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION m --- PREVENTION ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL m W 1 TP =328.00 Fn - 325;87 USE ALL MEANS NECESSARY TO PREVENT 111E TRANSPORTATION OF c $ :,_� s u:., F, SEDIMENT FROM THE PROJECT SITE. f `� N O I ❑ ❑ 14 ' 7. ALL CURBS SHALL BE 6" RAISED CURBING, UNLESS NOTED OTHERWISE. ° ,. ''{ rG} ;4 ;¢ f 8, PAVEMENT SURFACE SHALL BE CONCRETE AND COMPLY WITH CITY OF T' = I `_ ', .� i COLLEGE STATION STANDARDS OR AS SPECIFIED ON THE SITEPLAN. GRA E' TO DRAIN 50 9. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING A SILTATION/DEBRIS _ ;� ..--- --- -' •� I �_. -----� CONTROLED CONSTRUCTION EXIT FOR THE PROJECT SITE. CONSTRUCTION �, � EXIT SHALL BE MAINTAINED THROUGH -OUT DURATION OF PROJECT. N '-+ TP- 327.65 I ° , TP- 327.50 =326.75 327.00 TP =327.70 i p p F F/L 25.88 LEGEN \ ' TP- 327.75 en I I r L 1P 327.50 O 328 i t ' - 326 - PROPERTY LINE = ; i iP- 327.75 I C_.. ----- ,Tp- s28.5o ' °° .: „ _ _ °_. EXISTING CONTOURS r ', c7 "' " 262 PROPOSED CONTOURS � TOG TOP OF GRATE ELEVATION y( TP TOP OF PAVEMENT ELEVATION W • i e 7P- 328.50 TP- 327.00 I z TP- 32s.00_ "' TOS TOP OF SIDEWALK ELEVATION E~ I 1 - 327.84 TP- 328 25 "" �"' ••'f••` 1 � -SILT FENCE- EROSION CONTROL FENCE (SILT) o TP z a GRADE 0 DRAIN 115' a 50' \ ." o ��s�� = TP- 327.51 x t t > r ; TP- 327.00 328 TP- 327.78 DEPRESSION ' ,S \ ,. I 2" {•� � C7 z a.. ,.�,�?4 71 Frm fi ' p j? sf" 2 ' j�� O ?: T5- 328.18 r o " "I r� 1 2 51 4 ' , - ,� \ T s • , iP _ 327.38 {'° 'TI 5. x F/L= .00 W J Y' L GRADE TO DRAT 75 328.8 � 326.50 4 �. r 8 c+i • II �Y4 " o N r 1 T -327.55 r O ` s. 4j .,7 • j f0 iP- 327.93 p N �, NOTE: 3000 psi CONCRETE TP- 328.75 HEAVY DUTY WELDED #6 WIRE MESH 2' PILOT CHANNEL N.T.S. iP =327.00 �, GRADE 0 DRAIN s y^ L" TP- 327.00 7P- 328.75 a FA-328.75 s `'' 14 " BAR O 12" O.C. n r F�L 326.36 z '• . F D MATCH `',� �� " GRADE TO DRAIN, _ ` 1EVATIONS i m 7P- 328.10 : *' "�^•� �. mot- � .,,,� FA- 324 ?� .. �' JOINT SEAL APPROVED EQUAL 7PA026.65 e cn p 7P- 328.50 V 'i 4 4 r, - h uj \ 325 "ry •�•�' �iYr �' :r � k � ��t � r� ` `ti, , r; 24 » x 24 » NEENAH FRAME &GRATE N = 1P =327.00 1P =327.10 W i< 4 RA '' V N 32 INLET GRATE R- Z W 6 Fi x^ 1 V J ' - -ice- m `� �i 6.00 `�? `� FENCE iP=326.57 7P=327.25 ; 7 2" MIN. SHELF 5 2 �• 7 3 l �s � 15- 327.85 3 f z, TP =328.50 ,_.•> -:_ _ _ 7P-326.75 ?S - ':5 - - TOG- 326.0 ti i � •. G.c T- zs�. Y. - ; r, - . r fi 't 8.,• •'sai ` Y 1 750 / .�r� d: :_ e _., » 5 - ..' :5 � @EdStllld9615: a. w 32 . / + �z 4 ,�. \ TP= r AVEMEN :. M : 32 ' Ir _._ '= SY `- . iP 327.06' ..; .. MANHOLE COVER :: � Q 5f� -.3 • • . �.. M4�.y"1y 4 9#• 1•.+. # t2. A .. - TP- 327.18 ELEVATIONN 327 ' =�.y (PA '�/�yy Z �5 7P- 328.50 ` G 191.18 a V / �z r - 327.50 / 1�� r�N _ , €: N .25 -326 '1P- 327.18 i • \ N # REBAR O 12" W TP- 326.50 x�yr �� iP= 327.50 `. i O.C. BOTH WAYS 2 W * I , 327.00 1P- 327.25;L :• / 1 a � , �' V g W 81M t 327 a 12 *0 RCP W ♦� / 32 6 TP =32 8.50�� `` 326 327 326 . M p tS �f • W / ..� r r 325 FENC Y FENCE T 1 1 ©0 FENCE SILT FENCE GI \l G - 26 SIL FENCE SILT FENCE SILT FENCE SILT FENCE SILT ", FEN 6" \ ", - - - - - - - - - - -N 46 °40' 04" - TP I 24.50 ® (� 3 325.50 E 406 .57 NVERT =3 ,�♦ - 25.50 TP - 0 ti , �d •�. !• • V Q a 4• SLOPED - END ., .: � � A •' • •'. 44 y F/L- 328.70 uj FA-324.25 TREATMENT ^ V m l w/HAY BALES �.- .. _._._ -• �, ,. i+ st• y 2 6 TP 326.50 I - MATCH M"ATION SAFETY END TREATMENTS w /HAY BALES GRADING PLAN j. W \:f : �: T � NOTE: 3000 psi CONCRETE r T SCALE: 1 " = 20' 2' x 2' INLET GRATE BOX N.T.S. WALL MEET A1.2 )T IEL )T CHANNEL -6" (TYP.) 10' -0" DRAINAGE CHANNEL • * ,.. ' » • T -0" PLAN VIEW 7' -0" 6" 3' -0" 1' -0" 3' -0" f4 "L" BAR O 12" O.C. g4'i # REBAR O 12" O.C.B.W. 6" 2' -6" #4 REBAR 012 O.C.B.W. ELEVATION VIEW SECTION VIEW NOTE: 1) ALL CONCRETE SHALL BE 3,000psi STRENGTH O 28 DAYS. 2) ALL CORNERS SHALL BE t' CHAMFERED CORNERS. V wide RECTANGULAR WEIR DETAIL SCALE: 1/2" = V POST OR WOODEN LATHES O 6' O.C. POSTL': OR WOODEN LATHES SPACED O 6' O.C. TO ANCHOR HAY BALES -� GROUND CMU BLOCK WALL SEE ARCHITECTURAL DRAWINGS SHEET A1.2 FOR DETAILS UJ W Z 0 SEDIMANT CONTROL FABRIC FASTENED w SECURELY TO POSTS. o GRASS CHANNEL 0: cn SIDE SLOPE a U) 1" POLYURETHANE O JOINT SEAL z 1' -0" uj 1' -0" - 2' PILOT CHANNEL • • c SEE DETAIL THIS PAGE FILTER FABRIC TO BE EXTENDED INTO GROUND 2' -6" MIN. 8" & SECURED WITH COMPACTED FILL 6 3 TRENCH O TOE OF FENCE SHALL BE 4" DEEP & WIDE ' DRAINAGE EASEMENT DIRECTION OF FLOW H DRAINAGE CHANNEL & CMU WALL DETAIL Q � •; ,,,,,,' SCALE: 112" = 1' LL Z 24" NOTE: SILT FENCE SHALL BE INSTALLED WHERE SHALLOW a ,�P,�E; . �F, • r•F�.11' NOTE: PLEASE SEE SHEET A1.2 FOR WALL DETAIL 5 qs' 00 MIN. SHEET FLOW DRAINAGE OCCURS. HAY BALES SHOULD BE LOCATED WHERE CONCENTRATED FLOWS & DISCHARGE POINTS OCCUR. *.��•.67 ::* JOE I. Win I..... .......... .. .. ....� 909P4 ♦ DRAWN BY JOE G. o ' � `` go FOR REVIEW & COMMENT SILT FENCE & HAY BALE ASSEMBLY �i,c�!c N s�. '� DATE AUGUST 2004 � Fs ' ` = ON Y. NOT INTENDED N.T.S. ► a FOR CONSTRUCTION SCALE 20' PROJECT # : 108001- 001 -01 1 0 ,00yoo DETENTION POND "B" OUTFALL STRUCTURE 1' wide RECTANGULAR WEIR SCALE: 1/2" = 1' Elem. school Park n WELLBORN ROAD SITE VICINITY MAC' BLOCK 1, LOT 8, ROBERT STEVENSON SURVEY, A -54 1.9744 ACRES APPLICANT/OWNER: STATE BANK 202 WF5T COLORADO LA GRANGE, TEXAS 78945 (979) 968- 7280 THIS SITE & ADJACENT SITES ARE NOT IN 100 YEAR FLOOD PLAIN TOTAL 511 AREA: 1.9744 ACRES ENCLOSED BLDG. AREA 864 S.F. DRIVE THRI) CANOPY AREA 1506 S.F. ENTRANCE CANOPY AREA 116 S.F. o FUTURE ENCLOSED BLDG. AREA 2016 S.F. NOT 5PRINKLERED ROLL -OUT GARBAGE CONTAINER OCCUPANCY CLASSIFICATION = "B" BUSINESS ZONED C,-1 s; WELLBORN !ROAD = MAJOR ARTERIAL PARKING RE09 = 864 S.F. /250 S.F. /SPACE = 3.5 > 4 SPACES FUTURE PARKING REQ'D = 2880 S.F. 1250 S.F. /SPACE =11.5 >12 SPACES PARKING FKOVIDED =17 5PACES (1 H.C. + 16 STD.) NO SCALE 20 n oJECTDATA W/ #3 @ 16 0 C E I .W. REINF. EDGE EACH SIDE W/ 1/4" RADIUS I 1 =111 - f - = 111 =11 i I., ,-,, ; ,III- =1 I II - ,�iTl- C.opm VARIES -REFER SITE PLAN (SLOPE NOT TO EXCEED 50 /- 09 1:20) (CROSS -SLOPE NOT TO EXCEED 2% OR 1:50) FINISHED GRADE - SLOPE AWAY FROM SIDEWALK REFER GRADING PLAN (CONT. EXISTING SUBGRADE LIGHT POLE & BASE - REF. SPECS NON- SHRINK GROUT EASE EDGE ANCHOR BOLTS AS REQ'D BY LIGHT MFR. 18" PIA. 2500 PSI SHAFT W/ 6 #4 IN 12" PIA. ARRAY & #3 ' RUBBED CONCRETE FINISH. FINISH GRADE ELECTRICAL CONDUITS AS REQ'D T`(FICAL SIDEWALK N.I.I. ' 19 LIGHT T�/ULf-5f\St �.r./ 3/4 - SIDEWALKS 41/2" #3 @ 16" O.C.E.W. 1. REMOVE ALL EXI5TING-5, CONSTRUCTION, OR OTHER OBSTRUCTIONS THAT WILL INTERFERE tY WITH OWNER OR ARCHITECT AT SITE. - 41/2" WITH CONS T RUCTION, 2_ V� RREE 5NF(° REMAIN C) OM DAMAGE DURING CONSTRUCTION (LE. - PARKING & DRIVE5 BUI D NGS, PAVING, #3 @ 12" O.C.E.W. 3. PROTECT FROM DAMALL EXISTING TREES THAT ARE TO REMAIN DURING CONSTRUCTION. BARRIERS AD TREES AT A DISTANCE OF THE DRIPLINE PLUS 5 C' BEYOND. 6 " MAINTAIN 4. REFER TO SITE PLAN I.PPROXIMATE LOCATION OF ALL KNOWN UTILITIES. VERIFY LOCATIONS OF ALL POWER, 5AN11SEWER, STORM SEWER, GAS, ETC. PROTECT AND MARK APPROPRIATELY - ENTRANCE APRON & STREET" WATER, PRIOR TO BEGINNNG !XCAVATION, NEW CONSTRUCTION OR OTHER WORK AT THE SITE TYPICAL 5IPEWALK -REFER DETAIL LAYOUT 5 GENERAL T SAND SHMTACT THE ARCHIT SHOULD VERIFYING BECOME EVIDEN 1/2" EXPANSION JT. FILLER 6• AREAS TO BE SEE PE UDE ALL AREAS WHERE GRADING 15 REQUIRED OR WHERE GRA55 I5 A5 SHALL BE RESTORED TO ORIGINAL CONDITION. (PULVERIZE W /SEALANT - PER SPECS DISTURBED. DISTUKDL ARE TOPSOIL, FINE GRADERAKE FOR PLANTING). #3 DOWEL x 1' -" @ 16" O.C. 7 THE CONTRACTOR SHATIFY THE CITY ENGINEERING DIVISION FORTY- EIGHT48) HOUI251N PUBLIC UTILI OF ANY CONCTION IN CITY RIGHT-OF-WAY AND /OR PUB EASEMENT. TYPICAL CONCRETE CURB & PAVING - REFER DETAIL ADVANCE 8. DURING CONSTRUCTIO: GENERAL CONTRACTOR SHALL MAKE PROVISIONS FOR THE POTENTIAL SOIL FROI SITE THROUGH THE USE OF HAY BALES OR SILT FENCES EROSION OF STRATEGICALLY PLAtROUND THE PROPERTY AND AT EXISTING STORM DRAIN INLETS GE0N T HP DIVISION PRIOR ADJACENT TO NEW CCUCTI0 , THE et M�G� 12 r1TY ENGINEERI TO BEGINNNG ANY SR K. 6" MIN, COMPACTED FILL - 9 ACCESSIBLE ROUTES,L NOT EXCEED 5% SLOPE (120) IN THE DIRECTION OF TRAVEL. EXTEND V-O" BEYOND LIMITS CROSS-SLOPE NOT TEED 2% (1:50). =1 I i -III OF PAVING 10, ALL PAVING DIMENSI(RE TO BACK OF. CURB. - EXISTING SUB - GRADE 11 4" PIA. CERAMIC LINEKERS AS SPECIFIED - @ 5' -0" O.C. 12. FIRE LANE @ CUR;S F TOP & FACE RED W/ 4" WHITE STENCIL LETTERS & @ PARKING PAINT 8" RED STRIPE W4 li STENCIL LETTERS PER CITY REQ'S. 13, ALL ROOF AND QUN UNTED MECHANICAL EQUIPMENT WILL BE SCREENED FROM VIEW RELATIVE TO ALL PUBLIC W JO ALL RESIDENTIAL AREAS WITHIN 150' OF THIS LOT, MEASURED FROM A POINT 5' -0" ADO GR-. SIDEWALK 9 CURD G z v V7 z 0 0 s. z < z << a r 3/4" =1' -0" H AC H H I5 TROWEL EDGES 1/2" EXP. JOINT FILLER W/ SEALER - PER SPECS PLASTIC SLEEVES -12" LONG CONC. REINF. 5/8" DIAMETER X 1' -6" HOLD SQUARE AND 6" COMPACTED SELECT FILL - PER SPECS EXPANSION JOINT 11/2 " = T-O" SITE NO SCALE p�- 0.0' )0.0' SITIGEND NO SCALE (16 NEW CONCRETE SIDEWALK SCORED JOINTS - EVENLY 5 P &-G' MAX. EXPANSION JOINTS @ 30' -0" 01 MAX. NEW CONCRETE NEW ASPHALT PAVING EXISTING CONTOURS FINISHED CONTOURS EXISTING SPOT ELEVATION FINISHED SPOT ELEVATION UTILITY LINE AS INDICATED POWER POLE LIGHT POLE (OR OTHER AS NOTED) SWALE (DRAINAGE) PROPERTY LINE P.U.E. OR SETBACK LINES (A5 NOTED) FIRE LANE - SEE NOTE 12 FIRE TRUCK' ' TUR AROUND NO SCALE 13 --� i- EDELWEISS ESTATES PHASE 7 -B, BLOCK 24, �10' 1'.U.G. \ EDELWQ55 E5 0T T 9 S TON E D R 1 -B, BLOCK 24, EDELWQ55 ESTATES PHASE 7 -B, BLOCK EDELWQ55 ESTATES, PHASE 7- ,BLOCK 24, / LOT 10, ZONED R -1 JUAN A. LANDIV 23, LOT 9 � ONED R - 1 LOT 11, ZONED R -1 RODNEY & NADEAN EADE PROP. LING BRENDA & DARREN FRANK _ 4- � - PAUL & RdXANE HORD -- r.. .� � _ — — EXISTING 6" S•S.• — -E- EXIST. O.H. ELEC. -E- _E_ E! E ' - ` ; ° " {" "' - " 2', 4 � E 10' DRAINAGE EASEMENT EXI P .P . _ EXIST• P.P. '-- 15' SETBACK ' 25' P.U.E. & LANDSCAPE BUF _. _ I EXISTING MANHOLE _ MANSONRY SCREEN WALL SEE DTL.1 /A1.2 1 -4 4------- I ' DETENTION POND ' EDELWEISS BUSINESS CENTER ID BLOCK 1, LOT 8, ROBERT STEVENSON SURVEY, A-54 STATE BANK f I 12" X 12" FUTURE 1.9744 ACRES 1- DUMPSTER PAD W/ ZONED C -1 l (s } �' C SCREE W ALL ./ f 6" I {) 136-C' W/0 CONCRETE CURD 136-0" STEEL PIPE CURB -5EE DTL. 4/A1.2 -PROPOSED 15 EASEMENT , t ! TRANSFORMER ON CONC. PAD �r ' 12'-3" 11'-6" 12' -0" 11' -0" 17 -0" 11' -0" 12' -3" 36' -0" 24' -0" 43' -0" 16' -0" BAR SEE , -'L - .., SIDEWALK ' R7 8a SEE DETAIL 12/Al2, TYP. \ ' Cz BUILDING FINSHES: _Q o T , S ARDIE - / --------------------------- ------ ...---- - - - - -- - - - -- - -- --------------- - - - - -- '1 F' BOARD - PAINTED - -- '•• - 8 SPACES 9 + 2 CURBS @ 6" 73-0 21' -0" METAL ROOF ITECTURAL X11 FIRE TRUCK'T' - TURN AROUND PAVING REQUIREMENTS - 3000 PSI/28 DAY CONC: LOCATION THICKNESS REINFORCED - SIDEWALKS 41/2" #3 @ 16" O.C.E.W. - AC & UTIL. PADS 41/2" #3 @ 16" O.C.E.W. - PARKING & DRIVE5 5" #3 @ 12" O.C.E.W. - FIRE LANES & ACCESS RD. " 6 " #3 @ 12" O.C.E.W. - ENTRANCE APRON & STREET" 6" #4 @ 12" O.C.E.W. NOTE 11 0 ° • ° ° L FUTURE I ? 2016 SF - EDELWQ55 EDELWQ55 ^� ° `- I BUSINESS BUSINESS ° ° L U `4 G CENTER CENTER -- -- -- -- - -- BLOCK 1 BLOCK 1 r I LOT 3 LOT 9 I CRAIG ALLEN BREEDLOVE ° { z BUILDING - PATRICK & JOE MAREK I ZONED C -3 ZONED C -3 ❑ Ln �— —° - -- e -� ------ ---) —° -- ° 60'-0" z _ ° ° - NOTE 11 ° ° •V d CLEAKIr'.;E BAR SEE , -'L - .., SIDEWALK ' R7 8a SEE DETAIL 12/Al2, TYP. \ ' Cz BUILDING FINSHES: _Q o T , S ARDIE - / --------------------------- ------ ...---- - - - - -- - - - -- - -- --------------- - - - - -- '1 F' BOARD - PAINTED - -- '•• - 8 SPACES 9 + 2 CURBS @ 6" 73-0 21' -0" METAL ROOF ITECTURAL X11 FIRE TRUCK'T' - TURN AROUND PAVING REQUIREMENTS - 3000 PSI/28 DAY CONC: LOCATION THICKNESS REINFORCED - SIDEWALKS 41/2" #3 @ 16" O.C.E.W. - AC & UTIL. PADS 41/2" #3 @ 16" O.C.E.W. - PARKING & DRIVE5 5" #3 @ 12" O.C.E.W. - FIRE LANES & ACCESS RD. " 6 " #3 @ 12" O.C.E.W. - ENTRANCE APRON & STREET" 6" #4 @ 12" O.C.E.W. =� z 0 a I o WATER & SEWER I ' ' 10 SPACES @ 9' + 2 CURBS @ 6 "= 91'-0" 20 -0 I MAX. 17 G /MIN. 20 -0 - AVG. 95 G /DAY - ...� -:-:- "'.� - - - - -- - - � I .� SEWER - - -- - - - - - -- -- - -- - �C AC(55�,. I IR1 -1 ,�� fi` FREE o R STANDING JR51 if 5-1 Q POHLEERSIGN -B� I PROPOSED FIRE A- � HYDRANT PER CITY ;� I • ` M COLLEGE STATION ------------------------ - - - - -- ----------------------------------- -------------- ------- - - - -- REQUIREMENTS )" 15' „ 3/4" WATER METER 28 f 1" IRRIGATION METER )' -0" PROPOSED 19 ACCESS ROAD EASEMENT ------ - - - - -- - -------------------- - - - ------------------- t 85' PRIVATE ACCESS EASEMENT & PRIVATE - DRAINAGE EASEMENT I PROPOSED PROP. LINE ' ` ec "ALL CONC. DRIVE SURFACES WEST OF THE DRIVE -THRU CANOPYARE FIRE LANES AND SHALL BE 6" THICK. THIS FOES NOT INCLUDE THE PARKING SLOTS WHICH SHALL BE 5" THICK. I 40' BLDG. SETBACK ALL CONC. DRIVE SURFACES UNDER AND EAST OF THE DRIVE -THRU CANOPY SHALL BE 5" THICK. c - + EXISTING O.H. ELEC. _ _ -E- E — E E c E •-E- L E- i! 'E FX<STj�16�/ T� -E W _ —W 20' CIT OF COLLEGE STATIONW -W- W W W-- —W -W — EASEMENT (6961306) END CURB\� I Ca PROP. LINE N 47 ° 03'58" W - 200.00' y + CULVERT - SEE - _- — GRADING PLAN TXDOT R.O.W. ;r 2 3 2 430 T N ' ' 0 EXT FIRE HY DRANT 317' TO NEXT FIRE HYDRANT --- -3C- - 444' +/- TO NEXT CURB CUT 435' TO NEXT CURB CUT EDGE OF PAVING •- SITE FLAN FM 2154 (WELLL30RN 12D °) 1 "= 20'-0" ZtJC�.�eU� PATERSON ARCHITECTS design for our children's facture www.patarch.com 701 South Texas Avenue Bryan, Texas 77803 979 775 6036 Project Number 2418 Issued For: SITE PERMIT Revisions 2 1 0 w� a U pq w X H C7 a O U `H W Fri ' 0 Cq W L W � N w VJ Cq Date: August 30, 2004 AS o a 1 v OF NO. OF SHEETS Ci c;� A ©COPYRIGHT 2004 LANDSCAPE REQUIREMENTS Site Area: 80005 SF Taxodium distachum Points Required cal Landscape: 30 points for every 1000 S.F. Quercus nigra 80005 sf / 1000 = 80.005 X 30 2400.2 Streetscape: - - Ulmus parvifolia 300 points for every 50 ft of frontage less entrance drive 200 ft - 30 ft = 170 ft 150 X 300 = 1020 1 canopy tree every 25' cal 170 ft / 25ft = 6.8 7 canopy trees required Buffer Zone (225 ft): 15 gal :5' -6' 1 tree every 25' = 9 trees C7 .5 gal shrub every T= 75 shrubs Proposed Landscape Points: 75 Southern Wax Myrtle Site: 10 Canopy Trees 150 Points 1500 14 Non Canopy'Trees 40 Points 560 41 Shrubs 5 gal 10 Points 410 2470 Streetscape: 7 Canopy Trees 150 Points 1050 Points Required 3420 Points Provided 3520 PLANT ::SCHEDULE Trees n_ _a:r.., quantity 4 Bald Cypress Taxodium distachum 30.gal 2.1" cal 5 Water Oak Quercus nigra 30 gal 2.1" cal - 10 Lace Bark Elm Ulmus parvifolia 30 gal 2.1" dal 7 Live Oak Quercus virginiana 30 gal 2.1" cal 14 Crapemyrtle Lagerstroemia indica . 15 gal :5' -6' ht C7 Shrubs � O 75 Southern Wax Myrtle Myrica cerifera 5 gal U� 41 Wax Leaf Ligustrum Ligustrum texana 5 gal 16 Dwarf Yaupon Ilex vomitoria nana 5 gal 40 Liriope muscari Liriope muscan 1 gal z 9 Eleagnus Eleagnus pungens 5 gal 3 Dwarf Burford Holly Ilex bufordi dwarf 5 gal 11 Hawthorn Raphiolepsis indica 5 gal 10 Dwarf Pittostorum Pirtosporum tobira 5 gal Wheeler's Dwarf �i LANDSCAPING NOTES: 1. Contractor shall provide 100% coverage of groundcover and /or perennial grass at parking lot islands, swales, drainage areas, parking lot setbacks, right -of -ways, and adjacent property disturbed during construction. 2. All planting areas shall be watered by an irrigation system and shall be installed by a licensed irrigation contractor. 3. An irrigation plan is required to be reviewed, approved and installed prior to C.O. Irrigation system shall be protected by either a Pressure Vacuum Breaker, Reduction Principle Backflow Device, or a Double Check Backflow Device. Installation and testing shall be in compliance with City Ordinance 2394. L EDELWEI55 ESTATE5 P T 7-B BLOCK 24, LOT 10,t� �' t a l,i . EDELWEI55 ESTATES, PHASE 7 -5, BLOCK 24, LO' EDELWEISS ESIA�S PHASE 7 -B BLOCK 24. LOT 11 / RODNEY & NADEAN E P 5 i JUAN A LANDNER, 5R :LWEI5S ESTATES. PHASE 743 BLOCK 23, LOT 9 BRENDA DARREN OMK --- PAUL & ROXANE HOIZD i i'�)i'. i ira _ ,-.- _ ,._ ..� �. —EA5TING � --� —� — 15' SETBACK EXISTING MANHOLE -- ' A 25 P.. & LANDSCAPE BUFFER — --- ""' ° MAN50NRY SCREEN WALL SEE -DTL. 2/A1.2 I I I • i:l 75 SOUTHERN WAX MYRTLE � • 4 BALD CYPRESS ' ' DETENTION POND 5 WATER OAK HYDROSEED BERMUDAGRASS I 6 LACEBARK ELM I EDELWEISS BUSINESS CENTER LOT 8 BLOCK 1, -� I ( STATE DANK U ' r 3 CRAPEMYR r% Pit 12'-3 11'-6" 12' -0" 11' -0" 11' -0" 11' U" 12'-3" 36'-O° 24'..0° 28' -0" ' O w 16'-O" SEED ► , NOTE 11 3 LACEBARK ELM 0 14/A1.1 �. -k FUTURE 2016 SF EDELWEISS EDELWEISS _� 9 IEL' EAGNUS L ;:� FUTURE _ BUNNES5 r r� BUSINESS . ' 1344 SF , CENTER CENTER -- ' BLOCK 1 r" -- -- -- -- BLOCK 1 LOT 9 DWARF BURFORD LOT 3 HOLLY PATRICK & JOE MAREK CRAIG ALLEN 13REEPLOVE 1 864 S.F. II , I - -- -- - - -- - -- _I HAW 10 DWARF PITTOSPORUM NOTE 11555.E � �TE 11 ' b CLEARA 14/A1.1� I • - BAR SEE DTL. 40 LIRIOPE ' • �' •` • METAL EDGING I R7-8a ' f - r • 8 CRAPEMYRTLE ....... ............................... .--•--•--..... ..............------- ....... - - - - -. ' 81' -0'' 10'-0 8 SPACES. 9' + 2 CURBS 0 6 "=73' " - 2 20-0" q� ' 10 SPACES 0 9' + 2 CURB5 0 6 "= 91' -0'.' � 20'-C' ` II .. - - -- .................... .. . .. .. ...... ...... .. -- = -. - -- ....... t 9'-a 12 DWARF . i TYP. - _ YAUPON X. 3 CRAPEMYRTLE 1 T I p R1 -1 I • IR�-i ' R METAL EDGING_ 0 1 1 1 +-- PROPOSED WAXL�EAF LI GUSTRUM SEED I ''�, HYDRANT 28 - 0 " ACCESS ROAD I I 85' PRIVATE ACCE55 7 LIV OAK EASEMENT & PRIVATE �_ DRAINA EMENT " `c PROPO P, LINE N 47 0 035V W — 202.61', 40' BLDG. SETBACK I LI E E v ' --E• L E— -E— —E- —E— ---- =E— E— _E ; . 20' CITY OF COLLEGE STATION EASEMENT (6961306) END CURB PROP. LINE N 47 0 0356 W — 20ODCY y I TxDOT R.O.W. c 23' -2' 43C TO 317' TO NEXT FIRE HYDRANT 435' TO NEXT CURB CUT EDGE OF PAYING -� SITE ALAN FM 22154 (WELLBORN RD.) EXI O .H. EL EC. (335 /49 9) FIRE PATTERSON ARCHITECTS design for ow cldldreu's future. www.patarch.com 701 South Texas Avenue Bryan, Texas 77803 979 775 6036 Project Number 2418 Date Issued JULY 2004 Revisions B,#�D.©4 FRED A. PATTERSON REGISTRATION NUMBER 10389 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. ' �� 1� '.• 44 +/- TO NEXT CURB CUT L� d OF NO. OF SHEET5 C� w D COPYRIGHT 2004 w 0 Q ~ C� w H u7 WA C7 H � O 0-0 a U� 4 w V. z 0 �i W N z � w N 44 +/- TO NEXT CURB CUT L� d OF NO. OF SHEET5 C� w D COPYRIGHT 2004 1 GENERAL NOTES: I 1. ESTABLISHED BENCHMARK ELEVATION FOR EXISTING & I I PROPOSED ELEVATIONS AND CONTOURS IS THE TOP OF THE I MANHOLE COVER LOCATED AT EAST PROPERTY CORNER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT DIG TESS O y 1 -800- 344 -8377. i 32515 F _ lu• - 3. ACCOR STATION STANDARD SPECIFICA71ONS AND THE CONSTRUCTION STANDARDS U) \ . "k715� 1 FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION. TESTING Z ( r " O O SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S STANDARDS. ALL zY ♦� ,� , `? _•_ 36N3d. 327 FA CONSIRUC110N SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. \ 1P 327.25 TP= 327.25 = - "} 1 6 _ T; .. ....�" M LJIS j s , is t, F ....* ____ __- 327 10' -9" 26 -5 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. w ti ; ;.. �;, ��. .- I ,,, 326.50 CONSTRUCTION DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR ` 1P•326.75 �,;. -r x - .._""_" ---- -- ---- -� CONST RUCTION -;. '� t cr` c KM'S •,,, ..... ills --- -30N33 2 CT10N SAFETY. 26' - FA- 325. -3 �•' �`� " " �_ 40 LOCATION OF EXISTING BURIED UTILITIES WHERE SHOWN IS APPROXIMATED Ills 3 TP 327.00 TP 328.50 5. ► --30N3 FA 325.75 F/L•325,50 ONLY. OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE 30N33 CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR � - Ills ` LOCATING AND PROTECTING OF ALL BURIED UTILITIES. �O IS - 30N33 327 1P•327.50 3 � b V-327 TP• 1p•327.4o �FA•3� 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION 1P•327.67 � PREVENTION ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL �+ 5` USE ALL MEANS NECESSARY TO PREVENT THE TRANSPORTATION OF ' ' F/L • 325.!'7 , �, 1P 32800 SEDIMENT FROM THE PROJECT SITE. tF N o s = O X ,.! `,, y` 7. ALL CURBS SHALL BE 6 RAISED CURBING. UNLESS NOTED OTHERWISE. ° z - M1 8, PAVEMENT SURFACE SHALL BE CONCRETE AND COMPLY WITH CITY OF ` COLLEGE STATION STANDARDS OR AS SPECIFIED ON THE SITEPLAN. _ ' 321LOO x 50' 9. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING A SILTATION DEBRIS CONTROLED CONSTRUCTION EXIT FOR THE PROJECT SITE. CONSTRUCTION GR E TO DRAIN EXIT SHALL BE MAINTAINED THROUGH -OUT DURATION OF PROJECT. N N TP•327.85 1P =327.50 TP- 328.75 TP- 327.00 TP- 327.70 0'g' ' a 7 F/L 2&80 LEGEN 1 TP- 327.75 CRO ' O 326 k PROPERTY LINE 1 1P- 327.50 ' . P�326.50 EXISTING CONTOURS U a z 1P- 327.75 ? �, t 262 PROPOSED CONTOURS TOG TOP OF GRATE ELEVATION 0 N O 1P TOP OF PAVEMENT ELEVATION U. TP -328 1P- {27.00 13111 u \ TOS TOP OF SIDEWALK ELEVATION 1P- 328 25 C� �• f t C7 -SILT FENCE- EROSION CONTROL FENCE (SILT) r w 1P- 327.64 115' GRADE OD N �, 50' H 1P- 327.00 1P- 327.51 i �N X i 328 '1P- 327.76 ' 1 : >` } Y }: N 2" DEPRESSION o (3 tr- '�, ,4! [ y� ' + .. - . Y 4 ` •` .r '?.-? t] ,• t e c JY ) c r �' `L� B �izN" , • 2 � LJ m ez f -iu�,' .`` ' ,.• �. :?',`; 'S z, 1ti5 n dt• m t t x TP•327.38 I 52- FA- 6.20 � k a} m fJ TS- 328.16 3_ a Y? t s t \ * ° `'° zz_ GRADE TO DRAT m I % , k i I 1 4 F.o f 326 50 ''••''� 'fS- 328.88 p ' `'`��" ` .. r " d • c `�fi.. M . d ! N cx 7 O ter` 1 a O 1P 327.55 N Ni i < i �' ti� `' `c ' ,, TP- 327.93 �,, M 3000 p si CONCRETE p c`'�'•," t��,' � ` =;,t' NOTE: P .. ' S',.i a{ r HEAVY DUTY WELDED so s - 1P- 326.75 � #6 WIRE MESH 2 �£ x ' PILOT CHANNEL ,mow `. , I N.T.S. st�' 1 �'�`�°sF t�j ... (/i' � , 2 TPA 327Q0 "-`, F v • ` ' � s �y wg Now Or 1P 327.00 1P 326.75 �e?� 5, 326.75 GRAD 0 DRAIN N � � �� ' I �-- �-- -- - 3� F/L• 4 ' #4 "L' BAR O 12" O.C. :`` `' �. /L Er ;.'h >; GRADE TO DRAW F 326.60 ' 1P- 327.00 �- ��,��'r� `�� ,, •��t,� >> MATCH 1 ELEVA710NS " THK. POLYURETHANE '� m TP- 326.10 �ti ? n� :r - t c �1 JOINT SEAL OR APPROVED EQUAL N uj h # , TP- 326.50 ' w ; w: t• b N xa r \ mo � �� 5 � � °�%� 24" x 24" NEENAH FRAME do GRATE 325 / ` %`' a 1P- 327.00 TP- 327.10 z w N INLET GRATE R- 4832 -C Z fN-" t "` ,/'ri*.�� ' 7's, _ ;. �.', J'^ (�' • -- -- _- J J V I " W 326 TP 326.57 TP -32725 2 MIN. SHELF �.._ _ - -FENCE ,n TS- 327.85 n . 3:" _ - - 26.50 z .22 -- - �, . TP 3 ---., E 75 32 ti. .' li 1 rn 3c TP -326 a5t c = T O 326 00 o ! r "S V , E n / +� � 5 �, � ��, �, � ��, w .`�' 32 t, MANHOLE COVER :: � 50 �3" . M uj TP - ?7.00 / q, '� L n TP 327.00`., ELEVATION = 327.00 \_ ^I ~ Z F F� (PAVEMENT) r'�I C+ O ` z k r r , N - 0.15 `y / i O N n I ` • a�' f ,Q.. � ` 5�1� U :Z� ��J 1P -32716 G - 191.18 i m Utz, r w c i \.. W £tt _ < TP 328.50 - O C BOTH WA d Y TP 327.25 s��, c� 7P�327.18 ,r`?,"''' `�r'�'r" �.,.y cy -'?.. _ i •: \ i• #4 REBAR O 1 O I 1 I Jf r'.,.r - -r,,;.'` ,w ;,'`"•'��5., -y'`� c e M..v !+� �• t1� TP 327.00 I / TP- 326.50 x "_ j TP- 327.50 `� r x j • • / t W , V / a� Y x a Lu 327.00 TP- 327.25 �4 2 d 12 "91 RCP ♦♦ AA - 326 TP=326.50 5 >; 3 327 327 , C 326 • / , . J V l �'�-►_ cr 2G SILT -326 L v. FEN 6" 325'" : - T ��E SI FENCE SILT FEVE SILT FENCE SILT FENCE SILT v s_ s. s•� • \ INVERT = 324.50 (/1 0 FENC SILT FENCE FENCE N m-32s o Ta- 325.50 s N 46 °40'04" E - 406.57' 7 �: : • � (.� Q ~ `'r FIL =3x1.00 �'i 4 j • • • • SLOPED -END TREATMENTS 2' - 6 r w/HAY BALES ., tJ 0 TP- 326.50 a' F MATCH ELEVATION , GRADING PLAN ` , NOTE: 3000 psi CONCRETE SCALE: 1" = 20' 2'x V INLET GRATE BOX N.T.S. CMU BLOCK WALL f DETENTION POND "B" OUTFALL STRUCTURE 1' wide RECTANGULAR WEIR SCALE: 1/2" =1' 1' -0" SEE ARCHITECTURAL DRAWINGS + SHEET A1.2 FOR DETAILS ...... • • w uj VALL ` I m cr e x r r r { v 2' -6" 0-• 3 x ; �' SA S . SEDIMANT CONTROL FABRIC FASTENED a EL _ •.. • •• .• • � �. • EN SECURELY TO POSTS. o POST OR WOOD .;_ ;:. . . •. LATHES O 6' O.C. o_ .. .. • :• .. ,•.. •;. •... • . ' .,:.... .. •, - .•�•:. GRASS CHANNEL •�:'. 9 •�. SIDE SLOPE ;:. Y ,.. • ..a.w ::`_' 1" POLYURETHANE JOINT SEAL 0 V -0" " POST WOODEN z 7 -0 LANES SPACED 1 6' O.C. TO 1' -0" ul PLAN VIEW ANCHOifiAY BALES 1 -o • _ 7' -O• 6" 3' -0" 1' -0" 3' -0" #4 "L" BAR O 12" O.C. WAS zgmgg gm 110 ,Do 60 _ 4 REBAR O 12" O.C.B.W. 6• 2' -6" )T CHANNEL " O.C.B.W. -6" (IYP.) �4 REBAR O 12 ELEVATION VIEW SECTION VIEW 10' -0" DRAINAGE CHANNEL NOTE: 1) ALL CONCRETE SHALL BE 3,000psi STRENGTH O 28 DAYS. 2) ALL CORNERS SHALL BE i" CHAMFERED CORNERS. V wide RECTANGULAR WEIR DETAIL SCALE: 1/2" = V NATURAL) 2' PILOT CHANNEL SEE DETAIL THIS PAGE 2' -6" z 0 10' -0" DRAINAGE EASEMENT DRAINAGE CHANNEL & CMU WALL DETAIL SCALE: 1/2" = 1' z �•�,,, )F ,, 1 NOTE: PLEASE SEE SHEET A1.2 FOR WALL DETAIL r xcv(,6w TF �q i � PI 4 4100 *. ... .... .... 4f JOE I. GATTIS ♦ cbl"lf'�u'"I 90964 : ; , i DRAWN BY JOE G. /CE ,g� • " DATE AUGUST 2004 1 1 AL • SCALE: 1" = 20' PROJECT # : 108001- 001-01 ��tQ0 FILTER FABRIC TO BE EXTENDED INTO GROUND RNMAI MIN. W & SECURED WITH COMPACTED FILL IN TRENCH 0 TOE OF FENCE SHALL BE 4 DEEP & WIDE IkVAVAVAVA1 9 'FAVAVAVAVA ,IAVAVAVAN NWAVAVAVA' WAVAV--- ..----.--. I • ��r...i Ir...�.I N OTE . BE / WHERE SHALLO MIN. SHEET FL OW DRAINAGE O CCURS. SHOULD BE LOCATED WHERE CONCENTRATED FLOWS DISCHARGE PO INTS SILT FENCE & HAY BALE ASSEMBLY 2' PILOT CHANNEL SEE DETAIL THIS PAGE 2' -6" z 0 10' -0" DRAINAGE EASEMENT DRAINAGE CHANNEL & CMU WALL DETAIL SCALE: 1/2" = 1' z �•�,,, )F ,, 1 NOTE: PLEASE SEE SHEET A1.2 FOR WALL DETAIL r xcv(,6w TF �q i � PI 4 4100 *. ... .... .... 4f JOE I. GATTIS ♦ cbl"lf'�u'"I 90964 : ; , i DRAWN BY JOE G. /CE ,g� • " DATE AUGUST 2004 1 1 AL • SCALE: 1" = 20' PROJECT # : 108001- 001-01 ��tQ0 Jr. High School U� Elem. School Park 1111 -1 WELLBORN ROAD VICINITY MAC' N ;r NO SCALE _z C _15 0 n:. L U v7 4' CONC. SIDEWALK REINF. W/ #3 @ 16" O.C.E.W. EDGE EACH SIDE W/ 1/4" RADIUS FINISHED GRADE - SLOPE AWAY FROM SIDEWALK REFER GRADING PLAN III „ 6 6 VARIES - REFER SITE PLAN _I I I_ I .'�- .— ,.:°.- ,�.,_...;�. � ,.:.•''.., --' – `>•'" - .III_ _ —_ -- I I —'� • D — .I I I.I I I I.I I I.�( -1_ -_ I II I III ADD #4 rogr @ BOTTOM (CONT (SLOPE NOT TO EXCEED 5% OR 120) (CROSS -SLOPE NOT TO EXCEED 2% OR 1:50) THRU, EXPANSION JOINTS) EXISTING 5USGRADE TYPICAL SIDEWALK IN. 1 .:J. SIDEWALK Cad CUR13 HARD TROWEL EDGES EACH SIDE 1/2 EXP. JOINT FILLER W/ SEALER - PER SPECS PLASTIC SLEEVES -12" LONG < 0 � CONC. REINF. �. J cn o o ° O O. 4 • O• C . o o. 5/8" DIAMETER X 1' -6 � go i i SMOOTH DOWEL @ 12 " O.C. III -11l- III - III -III -1 - III F ° _ PER S ELECT PE S EXPANSION JOINT 3/4 " =1' -0" EDELWEISS BUSINESS CENTER BLOCK 1, LOT 8, ROBERT STEVENSON SURVEY, A -54 1.9744 ACRES APPLICANT /OWNER: STATE BANK 202 WEST COLORADO LA GRANGE, TEXAS 78945 (979) 968- 7280 THIS SITE & ADJACENT SITES ARE NOT IN 100 YEAR FLOOD PLAIN TOTAL SITE AREA: 1.9744 ACRES ENCLOSED BLDG. AREA 864 S.F. DRIVE THRU CANOPY AREA 1506 S.F. ENTRANCE CANOPY AREA 116 S.F. NOT SPRINKLERED ROLL-OUT GARBAGE CONTAINER OCCUPANCY CLASSIFICATION = "B" SUSINE55 ZONED C -1 WELLBORN ROAD = MAJOR ARTERIAL PARKING REQ'D = 864 S.F. /250 S.F. /SPACE = 3.5 > 4 SPACES PARKING PROVIDED =17 SPACES (1 H.C. + 16 STD.) PROJECT DATA NO SCALE LIGHT POLE & BASE - REF. SPECS NON- SHRINK GROUT EASE EDGE ANCHOR BOLTS AS REQ'D 5Y LIGHT MFR. 18" PIA. 2500 PSI SHAFT W/ 6 #41N 12" PIA. ARRAY & #3 TIES AS SHOWN - PROVIDE "RUBBED CONCRETE" FINISH. FINISH GRADE ELECTRICAL CONDUITS AS KEQ'D LIGHT POLE BASE 3/4 "=1' -0" 15 1. REM CONSTRU VERIFY OWNER OR , ARCHHITECf' AT 5 TE ONS THAT WILL INTERFERE 2. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE DURING CONSTRUCTION (LE. DUILDINGS, PAVING, WALKS, STREETS, FENCES, ETC.) 3. PROTECT FROM DAMAGE ALL EXISTING TREES THAT ARE TO REMAIN DURING CONSTRUCTION. MAINTAIN 5ARRIERS AROUND TREES AT A DISTANCE OF THE DRIPLINE PLUS 5' -0" 5EYOND. TYPICAL SIDEWALK 4. REFER TO SITE PLAN FOR APPROXIMATE LOCATION OF ALL KNOWN UTILITIES. VERIFY LOCATIONS OF - REFER DETAIL ALL WATER, POWER SANITARY SEWER, STORM SEWER, GAS, ETC. PROTECT AND MARK APPROPRIATELY WOR TO SEGINMNG ANY EXCAVATIO - NEW CONSTRUCTION OR OTHER WORK AT 1/2" EXPANSION JT. FILLER THE SITE. W /SEALANT - PER SPECS 5. GENERAL CONTRACTOR SHALL SE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS DURING LAYOUT AT THE SITE AND SHALL CONTACT THE ARCHITECT SHOULD ANY PROBLEM BECOME EVIDENT. #3 DOWEL x 1' -8" @ 16" O.C: 6. AREAS TO SE SEEDED INCLUDE ALL AREAS WHERE GRADING 15 REQUIRED OR WHERE GRASS 15 TYPICAL CONCRETE CURB TOP SOIL, FFI AND ALL FOR PLALNLTIINGESTORED TO ORIGINAL CONDITION. (PULVERIZE PLANTING) & PAVING - REFER DETAIL 7. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DIVISION FORTY- EIGHT8) HOURS IN ADVANCE OF ANY CONSTRUCTION IN CITY RIGHT-OF-WAY AND /OR PUBLIC UTILITY EASEMENT. p ` 8. DURING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL MAKE PROVISIONS FOR THE POTENTIAL EROSION OF SOIL FROM THE SITE THROUGH THE USE OF HAY BALES OR SILT FENCES 6" MIN CO►v1PACTED FILL - STRATEGICALLY PLACED AROUND THE PROPERTY AND AT EXISTING STORM DRAIN INLETS ADJACENT TO NEW CONSTRUCTION. THE GENERAL CONTRACTOR SHALL OBTAIN FINAL APPROVAL OF EXTEND 3' -0" BEYOND LIMITS THE ACTUAL METHOD REQUIRED AND ITS PLACEMENT FROM THE CITY ENGINEERING DIVISION PRIOR =1 11 =1 11 =1 11 =1 I I OF PAVING TO SEGINMNG ANY SITEWORK. I I =1 I L -1 - 111 =EXI 5I ING 5U5 -GRADE 9. ACCESSIBLE ROUTES SHALL NOT EXCEED 5% SLOPE (120) IN THE DIRECTION OF TRAVEL. CROSS-SLOPE NOT TO EXCEED 2% (1:50). 10. ALL PAVING DIMENSIONS ARE TO BACK OF CURB. 11. 4" DIA CERAMIC LANE MARKERS AS SPECIFIED - @ 6 -0" O.C. 12, FIRE LANE @ CURBS PAINT TOP & FACE RED W/ 4' WHITE STENCIL LETTERS & @ PARKING PAINT 8" RED STRIPE W/ 4' WHITE STENCIL LETTERS PER CITY REQ'S. 3/4 " -1' -0" �� SITS NOTE S NO SCALE 14 11/2 " = l -C' SITE LEGEND I NO SCALE 7 DELW LOT 11 / EDELW ©55 ESTATES, PHASE 7 -5 BLOCK 24, LOT 10, �.10' r.U.E. EDEL WEI55 ESTATES, PHASE 7 -5; 5LOCK 24, I EISS BRENDA DARKEN S�ALOCK 24, RODNEY & NADEAN TAPES I JUAN A. LANDIVER, SR Dr;LWEI55 ESTATES, PHASE 7 -5, BLOCK 23, LOT 9 _ PAUL & ROXANE HORD 1''1•'.01'. LIN ..I.xS TINS 6 5�5 GR E - ? 26.!2' o' D I , _ 1 RAINAGE EASEMENT ,a - � - 15' SETBACK STING MANHOLE 25' P.U.E. & LAN D SCAP E SUF MAN50 SCREEN WALL SE DTL.1 /A l2 ' DETENTION POND NEW CONCRETE SIDEWALK _ SCORED JOINTS - EVENLY S PACED, 5' -0" MAX. MAX. EDELWEISS BUSINESS CENTER EXPANSION JOINTS @ 30' -0" o.c. NEW CONCRETE l ow NEW ASPHALT PAVING EXISTING CONTOURS FINISHED CONTOURS +100.0' EXISTING SPOT ELEVATION 100.0' FINISHED SPOT ELEVATION W UTILITY LINE AS INDICATED POWER POLE LIGHT POLE (OR OTHER AS NOTED) SWALE (DRAINAGE) ,_�....®� PROPERTY LINE P.U.E. OR SETBACK LINES (AS NOTED) ..................... FIRE LANE - SEE NOTE 12 SITE LEGEND I NO SCALE 7 DELW LOT 11 / EDELW ©55 ESTATES, PHASE 7 -5 BLOCK 24, LOT 10, �.10' r.U.E. EDEL WEI55 ESTATES, PHASE 7 -5; 5LOCK 24, I EISS BRENDA DARKEN S�ALOCK 24, RODNEY & NADEAN TAPES I JUAN A. LANDIVER, SR Dr;LWEI55 ESTATES, PHASE 7 -5, BLOCK 23, LOT 9 _ PAUL & ROXANE HORD 1''1•'.01'. LIN ..I.xS TINS 6 5�5 GR E - ? 26.!2' o' D I , _ 1 RAINAGE EASEMENT ,a - � - 15' SETBACK STING MANHOLE 25' P.U.E. & LAN D SCAP E SUF MAN50 SCREEN WALL SE DTL.1 /A l2 ' DETENTION POND 28' -0" ACCESS ROAD EDELWEISS BUSINESS CENTER BLOCK 1 LOT 3 PATRICK & JOE MAREK CAM design for 0111' children's fidure www.patarch.com 701 South Texas Avenue Bryan, Texas 77803 979 775 6036 SD z ° ��° °; 0389 .• °' ° �Q y F ° ~ OF Project Number 2416 Issued For: SITE PERMIT Revisions c1) X H FIRE 15' -T -- - -- ------------------------------------ I 85' PRIVATE ACCESS . '• ' ✓ (� �� EASEMENT & PRIVATE DRAINAGE EASEMENT o PROPOSED PROP. LINE h 15 (5 / !4 0 0 t I 40' BLDG. SETBACK I I _ I ; _ L EXI O .H. EL EC. (335 --E- -E- -E— E— E E E —E ; - E- -E— w -- X.ISt"• -l_a �tV1k'r� _ -_.�. EASEMENT (696/306) ; PROP. LINE N 47 - 200.00' END CURB \ y� TXDOT R.O.W. > 317 TO NEXT FIRE HYDRANT o 23 430 TO NEXT FI RE HYDRANT �w N > 435' TO NEXT CURB CUT SST 30' -0" 444 +/- TO NEXT CURB CUT EDGE OF PAVING --�_ i SITE PLAN FM 2154 (WELOORN RD.) l Sr ` evf'� ctiJ 7 c � o 0 w � W W a O H V a H U w C� s W 0 W LO �.n Date: August 9, 2004 C m S ET 0 Q by it d 1 G v OF NO. OF SHEETS © COPYRIGHT 2004 EDELWEISS BUSINESS CENTER f BLOCK 1, LOT S, ROBERT STEVENSON SURVEY, A-54 STATE BANK 1.9744 ACRES I � 6 I 138' -0" W/0 CONCRETE CURS 61' -6" f J 136-C' STEEL P1PE CURB -SEE DTL. AI �� CLIP I O Cv� ' 120" 11 12' -0" 11' -0" 11' -0" 11' -0" 12' -3" 36' -0" 24' -0" 28' -0" 15' -0" 16' -0" - ° .ZC)I 0 _ NOTE 11 1 I Lo L� ` � \Vj• D ° ° ' O IV C� LD I u FUTURE o EDELWEISS I 2016 5F FUTURE BUSINESS z ° u c, I 1344 SF I f N CENTER ° D ° = u BLOCK 1 r - -- -- -- -- ---- ' LOT 9 D I I CRAIG ALLEN BREEDLOVE I ° i I I D m 0 0 �:.-�. � BUILDING`::;`; ��;`.':.::.:•:.:. I i 5.F _, � I _ I I 'Y - . D I D j 1 1 ° :116 S.F.: o ;NOTE 11 0 14/A1.1 . ° ° ° ° CLEARANCE 11 • _ BAR SEE DTL. II i Lo EJ: i i I SEE DETAIL 12/A1.2, TYP. ° >> E — I 10' -0" 8 SPACES 9' + 2 CUR55 @ 6"-73' -0" 20' -0" Q L1' ,, 20' -0" 10 SPACES @ 9'+ 2 CUR55 @ 6"= 91' -0" 20' -0" l l I SIGN R1-1 z - R5-1 ° R5-1 o 13Y OTHERS "') ) T ell �. i PROP 28' -0" ACCESS ROAD EDELWEISS BUSINESS CENTER BLOCK 1 LOT 3 PATRICK & JOE MAREK CAM design for 0111' children's fidure www.patarch.com 701 South Texas Avenue Bryan, Texas 77803 979 775 6036 SD z ° ��° °; 0389 .• °' ° �Q y F ° ~ OF Project Number 2416 Issued For: SITE PERMIT Revisions c1) X H FIRE 15' -T -- - -- ------------------------------------ I 85' PRIVATE ACCESS . '• ' ✓ (� �� EASEMENT & PRIVATE DRAINAGE EASEMENT o PROPOSED PROP. LINE h 15 (5 / !4 0 0 t I 40' BLDG. SETBACK I I _ I ; _ L EXI O .H. EL EC. (335 --E- -E- -E— E— E E E —E ; - E- -E— w -- X.ISt"• -l_a �tV1k'r� _ -_.�. EASEMENT (696/306) ; PROP. LINE N 47 - 200.00' END CURB \ y� TXDOT R.O.W. > 317 TO NEXT FIRE HYDRANT o 23 430 TO NEXT FI RE HYDRANT �w N > 435' TO NEXT CURB CUT SST 30' -0" 444 +/- TO NEXT CURB CUT EDGE OF PAVING --�_ i SITE PLAN FM 2154 (WELOORN RD.) l Sr ` evf'� ctiJ 7 c � o 0 w � W W a O H V a H U w C� s W 0 W LO �.n Date: August 9, 2004 C m S ET 0 Q by it d 1 G v OF NO. OF SHEETS © COPYRIGHT 2004 IY.1 . ✓. 3/8" STAINLESS STEEL VANDAL PROOF SCREWS - TYP. 1/8" ALUMINUM PLATE 2' -0 "W X 1' -6 "H WITH WHITE REFLECTIVE 3M COATING. 1" RADIUS CORNERS. PAINT at "HELVETICA- MEDIUM" LETTERING SHOWN WITH GLOSS ENAMEL. MATCHING 1/2" BORDER. CUR[3 Ca PAVING R5 -1 CAP PIPE DO NOT ENTER 3/4 "=1' -0" 2C R1 - 1 F - TXDOT SIGN NUMBERS - TYP. HC ACCESS AT PARKING STOP � e 2" SQUARE GALV. STEEL TUBE MIN, 12" INTO CONC. 6'X &'X 24" CONCRETE PAD - SLOPE TOP TO SHED WATER 3'-6, I- 10'-6" 6' -0" 6" LINE OF CURB BEYOND - NOTE THAT BACK OF 4' STD. STL. PIPE 2 „ CURB IS 2" FROM BACK OF PAVING AT RAIL NO CURB (4.026" I.D.) i -- r'r 4' STD. 51 PIPE (4.5" O,D.) i 4 STD. STEEL PIPE SUPPORTS @ 8-0 O.C. PROVIDE 1/4" TOOLED ALLOW FOR 1/4" GAP IN = 1 ! - COPE TO HORIZ. PIPE & WELD FULL HANDICAP SIGN GROOVES @ 3" O.C. W/ DRY JOINT FOR THERMAL ( 1, lV 2 SEE 18/A1.2 ` �� BRUSH FINISH - COLOR W/ I CORE DRILL 6 PIA. HOLES & SET y BLACK DYE MIXED W/ CONC. EXPANSION I PIPE IN NON SHRINK GROUT I'�IIIIJ111111J. 31/2" STD. STL. PIPE CURB ' ° SRAMP 15 NOT ALONG _ (4.000 _ O.D.) - i E• uil �ACCESSIBLE PATH i 11/2" I ( ADD #4 CONY. 1-#4 CONT. -TOP &BOTTOM BACK OF CURB I_ _ 21/4" j j I I OUT IF CURB 15 INSTALLED SIDE OF Y SLOPE CURB W/ RAMP 4" 4" CHAMFER - - -J PIPE • I I — SEPARATE FROM PAVING, . I I — PROVIDE 91/4" X 11/2" 1 VAN ACCESSIBLE HC SPACE BLOCKOUT AS SHOWN W/ ACCESS AISLE MAX. I I SLOPE NOT TO EXCEED 2% JOINT SECTION #3 X 1'-8" @ 12" O.C. -BENT (150) IN ANY DIRECTION THUS: 7 i1 L SEE JOINT DTL. ABOYE 13" 4' BLUE STRIPES @ 2' -0" O.C. 138' -0 N•T.S. CONIC. " 1' -0" 17 EQ. SPACES @ 8' -0 "= 136' -0" 1' -0" REINF. MAT - SEE SCH. CURB 5" CONCRETE PAVING - W #3 @ 12" O.C.E.W. - • • • . °. '�� . • , - - •• - . • . • • . , • • i �J - •a r 1• J , , t •t. .��Ja t a- I J. t , PREPARED BASE - SEE •�• t a , ' , r I .I• i i SITE PLAN NOTES 8' -0" 8' -0 " 8' -0" EXISTING SUBGRADE 9 9' -0" LEFT END PIECE (1) INTERMEDIATE PIECE (15) RIGHT END PIECE (1) ELEVATION 7 7 3/4 +1/4 GAP T-11 3/4 +1/4 GAP 8 -4 NO GAP SIGNAGE R7 -8a RESERVED PARKING U u 1 VAN ACCESSIBLE u 0 0 ° dN /o 0 • 10 •10 , C 01, 1 , 0: dv o� ,� I 14 ,a - LT- a od NO SCALE Cl CAP TOP OF TUBE HANDICAP SIGNS PER TEXAS 0 UNIFORM MANUAL N RAFFIC T CONTROL DEVICES D V E5 (SECURE SIGN 11 PE WITH 3 8 PIA STAINLESS TO PI TH / VANDAL STEEL AN AL PRO OF SCREWS 2" SQUARE GAILY. STEEL TUBE 8" X 6'X 18" DEEP CONCRETE FOOTING - SLOPE TOP TO SHED WATER F,S„ A�tAi NO SCALE EXIST. A5PH. PAVEMENT - VERIFY THICKNESS SAW CUT EXIST. ASPH, FULL DEPTH FOR CLEAN EDGE - PROTECT. CONCRETE #4 @ 12" O.C.E.W. SEE CONTOUR PLAN FOR ELEVATIONS b 1 ✓LL V 1 4. 1 / / / \l.l MINIMUM 6" COMPACTED FILL CONIC. APRON Ca ASPH. STREET 3/4 "=1' -0" Y z DOME CONCRETE 6" PIA. PAINTED GALV. STEEL PIPE FILLED W/ CONCRETE -- CONCRETE SLAB 5" CONCRETE PAVING W/ D #3 BARS @ 12" O.C.E.W. D � • _ °1 I R IP ' — MIN. 6" AROUND STEEL 3 11 Dpi 1 — I I BOLLARD " q 6" DO L LAR D DETAIL 3/4 =1'-0" 15 SEE PLAN FOR DUAL BOLLARDS PNEUMATIC UNIT BY B.E.Y. I E 4 D I I CONIC. FILLED IA •STD. STL. PIP , „ „ it LO G SET BOT.18 INTO A 12 46 N DIA. X 30" DEEP CONC. FTG. PAINT SEE BANK EQUIP. SHOP j j I FINISH. OR LOCATIONS I i Ij I I II I I 11 1 I CONC. ISLANP, TROWEL FIN. G zJ II I I 1/2" E.J. & SEALANT AROUND MTL. FORM II ' ! CONC. PAVING II ( I L OPIE .11 Q D I I ( II I ( #3 X 24" DOWELS @ O.C. (( 1 I ( #3 CONT, @ PERIMETER W/ I I 111 I I i #3 REINF. @ 24' O.C. INTO ( I III I i I TIED TO DOWELS I I II I VARIES, SEE PLAN -4 RIPE CUR13 4`-•� CONC. CROWN @ BOND BM. 1/2" SMOOTH DOWEL @ BOND BM. Z-O" L. W/ SLIP CAP ONE END. MAIN BOND BEAM MAIN BOND BEAM LAPPED BOND BEAM 6' -0" LONG W/ 1 #4 + CONC. #4 REINF. FULL HOT, OF WALL - LAP DOWEL 24" MIN. GRADE LINE, EL. VARIES N �I I 3/8" OPEN E.J. IN MAS., #4 DOWELS @ 96" O.C. NO MORTAR! FILL CELLS W/ CONC. 9 8" CMU p '- S OOM TH DO VyM 11 L. W/ SLIP CAP ONE END - I CONIC. FOOTING HOLD SQUARE, 2' -0" CJC. y l -- .' • • t• ' 1 .• T. _ l•. .. , ,,4 4 t "�STIRR UP HGT. :;' . -;: �•'•� '_.• _','1`` .. T. .�t�:. •VARIES I� r t� ';' '; =-::/1'',, :;:;;:,.... -::: -III• �•. �i; �.—. +��.p�...a•i�•�.a+�.�+r,•rY si ,�'!7•.+a...•�!- ��..LT:�.!+:r i+_�n'•• i�• i. I ' ftt K-IN-. FOLLOW5 ' DOT. OF BEAM Ogg Ill 1 1/2" E.J. MATERIAL- T I 11I -1 IIHIIHIIHIIHI ' I I i COMPACTED OR 130T. SLOPES UP 8" IN 6' -0" I I l I UNDISTURBEP SOIL 4'-4" SEE BM. ELEV. ' 1 12' -0" O.C. I I I I i I I i L ( r ISLAND + 4" DOLLARDS 3/4 " =1 "-0" 14 ELEVATION 0 EXPANSION JOINT / 5' -0" TO NEXT at 3" 5' -0 TO NEXT CONTROL JOINT CONTROL JOINT FACE OF BUILDING SCORE DEPTH 1" MIN. 6 ' �— SMOOTH TROWEL �• fl -CONC. PAVING D D D p D ► p D . D p D D • p D Q 3/4 REDWOOD E.J. W/ SEALANT C U R V CONTROL JOINT 11/2 " =1' -O" WALL /13EAM /PIER ELEVATION 1 "= 20'-0 0 br. o_ O �T L� •, d _. p 9 � � 4 Q. n •tl C � '�•• • '� p • 0 � • 0 � q -1 - 1 I II f1 IC I f1 r I"I I l -1 fl i V 111 I� I I �� 1 I l l — 111. 1111 -1 l 1 ©I I l —1 111111 i 4 1 A 1, :.►r 00FA I 7'-4" CMU WALL 1' -0" SPREAD FOOTING *0" X 12" PIA. PIERS . 3/41, =11 /'1i1 DOWELS & VERT. WALL REINF. - FILL CELLS W/ CONC. - T A,LLIG N WITH PIERS, Al2 AS NO;TED — DOME CONC, (3000 PSI) 2" e. ca 8x6x16 CMU LINTEL UNITS I 1- #4 CONT. 11/2" CLEAR OF LINTEL DOT. 6XOx16 STD. LT. WT. CMU - RUNNING BOND I 0 I ' PROPERTY LINE � I #4 @ 96" O.C. - LOCATE @ DOWELS - LAP 24" MIN. FILL i CELLS @ REINF. W/3000 PSI I CONC. #4 DOWELS @ 96" O.C. ALT. DIRECTION OF HOOKS 1 36" II BACKFILL & COMPACT 244 T 13 0 •. 3000 PSI CONIC. rr ,. 7 #4 STIRRUPS @ 12" O.C. I I I 1 I I 71/2,1 2 6 11 3" 12 3 UNDISTURBED SOIL I, .I 12" DIA. CONC. PIERS @ 12' -0" O.C. MAX. 344 VERT. W/ #3 + - -•E I TIES @ 24" O.C. I j j I EXTEND REINF. 10" INTO SPREAD FOOTING SECTION 9 WALL c 6' -0" LAPPED BOND - BEAM K PATTERSON .ARCHITECTS design for our children's fidure www.patarch.com 701 South Texas Avenue Bryan, Texas 77803 979 775 6036 Project Number 2418 Issued For: 51TE PERMIT Revisions cJ� X 0 0 1 H C� o ~ U H U Lu Ln ON � A W � N w Date: August 9, 2004 AS ET 0 OF NO.OF SHEETS © COPYRIGHT" 2004 16- 111/2" ,{� TRUSS BEARING 400TH" ISH CEM. TRIM 400TH" [SH CEM. BD. "UCCO" ISH M. BD. OOOTH IISH M. BD. FINISH FLOOR 0' - 0 " F.F. WEST ELEVATION EAST ELEVATION 1/4" =1'-0" SOUTH ELEVATION 1/4 " =1'-0" NORTH ELEVATION TERSON design for our children's fidure www.patarch.com 701 South Texas Avenue Bryan, Texas 77803 979 775 6036 Project Number 2418 Issued For: SITE PERMIT Revisions X w F 0 � o O c w N W � a � O H V H V w w � A a Lr Ln W � N w VJ � Date: August 9, 2004 Asdd ET 0 1 OF NO. OF SHEETS © COPYRIGHT 2004 I I I I I I I I I - -----3 %33 -- Ills 0 `t Z ` u m ' GRADE TO DRAI tn G _ I 7P- 326.75 S ' h`r. ••'.� '6 is GRADE TO DRAIN t, r o f B : 1 1 •' I .t FA- 325.15 LTA • � ;f 36133 327 7P =327.25 7P =327.25 ?' 4\ 'S' � 'r'� ll w 26 -5 w _____.---33133 _'_'- 326.50 10 -9 TP- 326.75 `� fig, �. �� . - --- "r --'w"' 133 - - -1iiS ,; - - i,IS - - 326 TP- 328.5', 33143 26 -5 » FA-325.40 -� °- - 33N3 xils 7P- 327.00 TP- 326.50 F 'yam_ FA -325.75 FA-32&50 1"IIS - 3CN3d ---- 327.00 TP- 328.25 TP- 327.60 TP- 327.20 TP- 327.87 TP =327.40 - TP- 327.38 -.- a y , FA- 325.87 7P- 327.38 1P =327.80 $ ;V >; �9 { 1, I 50' s x I 1p 10' AINAGE EASEMENT RNOE['�L..9% N TP- 328.25 7P =327.50 �., R F/L 25.80 TP- 327.70 TP =327.75 TP- 326.75 I 326 `5 TP- 327.50 3 ? 8� I C--------" "� I 7P- 326.50 ' if •; 7P- 327.75 E3 p ` I I TP- 327.07 1P =328.00 TP =328.00•�� ''l ``, �• `� � � �\ 7P- 327.25 <r 115' 50' tub y x t- ,„'r` < a'hi� _ sc $ I .. E'AT.., � ' 1P =327.00 N TOS- 327.75 `vim TOS- 327.85 1 c TP 327.10?( > r . "' N I 52' - 5" 327.00 TS- 327.85 II ` �u F/L- 6.20 1P- 327.00 6�� 7 . ; r . ,•._ . ; CA GRADE TO DRAIN sav 7P- 327.25 OD E #i h�M TS- 328.13 I 326.50 , IN S , r �? ..1 ... �.�• I V i � �,fi � �� ✓ C:` TP 327.00 7P =32 25 v � r DITCH FLOW NE l N TP 326.75 NAM 50' c I TP- 327.00 '! I s' $ ��. pis' r "'• . 1P•326.85 a a a ,_•._ - --� = :' �43� F/L =328.75 70 DRAL ' - " u� T712-326.75 - 328.75 7P- 327.00 r* GRAD 1. rCJ x I GRAD a E TO DRAT .,,, F/L 326.60 t ,.� 4 ;h' 1S &ut. al T il MATCH--.- ` 1 ELEVA110NS rn TP- 326.10 4+, q ! a � �, �.i�,.• b�h� i C: ^tea ?v ,� �' 4 :�' �S s 4, ° R ' - '� O TP:t"126.85 TP- 327.25 I•�° �.- f �� TP- 328.50 TP- 327.10 W c N 327' 1 L "f'y TP- 327. I v I N r� ` .� h` `' o- G`�! :. t c . E.,r ?t. O ' ' ,•, ri � Pl' �° ��'� � �,� : �`�c��'k`t,,,� s��f ;'E`e ' •` •..,_." a -'.'. �.-. O 7� Ct id-, 26.00 TP- 326.57 '- ---- _ RU ' TP 328 50 CULVERT SECTION TO � TP 326.75 - 5 3 / "x 1P 327.50 MANHOLE COVER 0'- " BE SIZED BY TxDOT `` BENCHMARK: ":: , + r� r- >l 4 ;_ au - TP- 327.00 el, t� %a t a Z#� � g �..., 8 s p, v a Id �� 00 •. C 7 o / 1 � s Y I K +a s o a•� s S'Akfi�s L TP- 327. ELEVATION ffi327.00 N - 0.15 iP =327.18 ' e - 191.18 Q 1P- 326.50 $ 7P- 327.2540 TP- 327.18 I No TP- 327. / TP- 326.50 + � • 327.00 326 / - rn =327.2s ' TP=327.50 MATCH / TP =326.50 ,� FEN N 4� �µ , � , .� 'n4" F ,4126._ _ FENCE SILT FENCE SILT FENCE SILT FENCE SILT FENCE ILT FENCE SILT FENCE SILT - r CI�UC - - AIL - FENCE - - - - - r. c, r - - - - - - �r x .00 113-325.25 ,. u TP- 325.25 1P =325 25 ` "" SLOPED -END TREATMENTS" ITS GRADING PLAN -�, SCALE: 1" = 20' o 01 DETENTION POND "B" OUTFALL STRUCTURE 1' wide RECTANGULAR WEIR SCALE: 1/2" =1' ILATED WALL T 1 25.40 )T CHANNEL -0" (TYP.) 10' -0" DRAINAGE CHANNEL 7' - O w PLAN VIEW 7' -0" 6" 3' -0" V -0" 3 ' -0 ' #4 "L" BAR ®12" O.C. r � - . y #4 REBAR O 12" O.C.B.W. 6 . 2' -6" #4 REBAR O 12" O.C.B.W. ELEVATION VIEW SECTION VIEW NOTE: 1) ALL CONCRETE SHALL BE 3,000psi STRENGTH O 28 DAYS. 2) ALL CORNERS SHALL BE t" CHAMFERED CORNERS. 1' wide RECTANGULAR WEIR DETAIL SCALE: 1/2" = 1' POST OR WOODEN LATHES O 6' O.C. POSTS OR WOODEN LATHES SPACED O 6' O.C. TO ANCHOR HAY BALES NATURAL GROUND GENERAL NOTES: 1. ESTABLISHED BENCHMARK ELEVATION FOR EXISTING & PROPOSED ELEVATIONS AND CONTOURS IS THE TOP OF THE MANHOLE COVER LOCATED AT EAST PROPERTY CORNER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT DIG TESS O 1- 800 -344 -8377. 3, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION STANDARD SPECIFICATIONS AND THE CONSTRUCTION STANDARDS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITYS STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY. OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING OF ALL BURIED UTILITIES. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE. 7. ALL CURBS SHALL BE 6" RAISED CURBING, UNLESS NOTED OTHERWISE. B, PAVEMENT SURFACE SHALL BE CONCRETE AND COMPLY WITH CITY OF COLLEGE STATION STANDARDS OR AS SPECIFIED ON THE SITEPLAN. 9. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING A SILTATION /DEBRIS CONTROLED CONSTRUCTION EXIT FOR THE PROJECT SITE. CONSTRUCTION EXIT SHALL BE MAINTAINED THROUGHT DURATION OF PROJECT. LEGEND PROPERTY LINE -- - - -' -- `?2 - - - - - -- EXISTING CONTOURS 262 PROPOSED CONTOURS TOG TOP OF GRATE ELEVATION TIP TOP OF PAVEMENT ELEVATION TOS TOP OF SIDEWALK ELEVATION -SILT FENCE - EROSION CONTROL FENCE (SILT) 2 ' 2" DEPRESSION 4" d 'a HEAVY DUTY WELDED #6 WIRE MESH NOTE: 3000 psi CONCRETE 2 PILOT CHANNEL N.T.S. #4 "L" BAR O 12" O.C. 1" THK. POLYURETHANE JOINT SEAL OR APPROVED EQUAL 24" x 24" NEENAH INLET GRATE INLET GRATE R- 4832 -C TOG= 326.00 •.' (PAVEMENT) / I 2' 12 *0 RCP s 4 II • a. �a 4 4 4 . .. .' NOTE: 3000 psi CONCRETE 2' x 2' INLET GRATE BOX N.T.S. SEDIMANT CONTROL FABRIC FASTENED SECURELY TO POSTS. FILTER FABRIC TO BE EXTENDED INTO GROUND MIN. 8" & SECURED WITH COMPACTED FILL TRENCH O TOE OF FENCE SHALL BE a DEEP & WIDE DIRECTION OF FLOW 24" NOTE: SILT FENCE SHALL BE INSTALLED WHERE SHALLOW SHEET FLOW DRAINAGE MIN. OCCURS. HAY BALES SHOULD BE LOCATED WHERE CONCENTRATED FLOWS &DISCHARGE POINTS OCCUR. SILT FENCE & HAY BALE ASSEMBLY N.T.S. • I� W cl) z • * ♦ JOE I. GATTI ♦ ..... .... ........ .... ... Q � •• 90964 . i , O 11 � NAL ,�• Z N 0 f r rn t` O r , U cl• �'j 00 t` K oz � vH N H U M O cn U) ♦) W V+ Z n �- zW � o� � Wa� QQ m � N n z WNZWO E� W w V q!tuwuJcn (PAVEMENT) �1 O O #4 REBAR O 12" O.C. BOTH WAYS w m 0 W DRAWN BY : JOE G. DATE: AUGUST 2004 SCALE: 1" = 20' PROJECT #: 1008001.01.01 i L "— '+ .___.. EDELWEISS ESTATES PHASE 7 B BLOCK 24 LOT 10 � ` LANDSCAPE REQUIREMENTS Site Information: Scientific Name Site Area: 80005 SF Points Required Taxodium distachum Landscape: 30 points for every 1000 S.F. 2400.2, 80005 sf / 1000 = 80.005 X 30 = Quercus nigra Streetscape: cal 300 points for every 50 ft of frontage less entrance drive 200 ft - 30 ft = 170 ft / 50 X 300 = 1020,/ 1 canopy tree every 25' 170 ft / 25ft = 6.8 7 canopy trees required 30 gal 2.1" Buffer Zone (225 ft): tree 25' = 9 tree 14 Crapemyrtle 1 every z � V" ` ' 5 gal shrub every 3' s rubs'(ti ,� t � U Shrubs Proposed Landscape Points: ✓ Points 1500. Site: 10 Canopy Trees 150 40 Points 560,/ 14 Non Canopy 5 gal 41 Shrubs 5 gal \/ 10 Points 410 -✓ 2470v" Streetscape: 7 Canopy Trees 150 Points 1050 3520✓ Points Required 3420 Points Provided 5 gal ALL PLANTING AREAS WILL BE WATERED BY AN IRRIGATION SYSTEM TO BE INSTALLED BY A LICENSED IRRIGATOR PLANT SCHEDULE ?'rees Quantity Common Name Scientific Name size 4 Bald Cypress Taxodium distachum 30.gal 2.1" cal 5 Water Oak Quercus nigra 30 gal 2.1" cal 10 Lace Bark Elm Ulmus parvifolia 30 gal 2.1" cal 7 Live Oak Quercus virginiana 30 gal 2.1" cal 14 Crapemyrtle Lagerstroemia indica 15 gal 5' -6' ht U Shrubs 75 Southern Wax Myrtle Myrica cerifera 5 gal 41 Wax Leaf Ligustrum Ligustrum texana 5 gal 16 Dwarf Yaupon Ilex vomitoria nana 5 gal 40 Liriope muscari Liriope muscan 1 gal 9 Eleagnus Eleagnus pungens 5 gal 3 Dwarf Burford Holly Ilex bufordi dwarf 5 gal 11 Hawthorn Raphiolepsis indica 5 gal 10 Dwarf Pittostorum Pittosporum tobira 5 gal z Wheeler's Dwarf w EDELWEI55 E5TA�E5 PHASE 7 -B BLOCK 24. LOT' 11 RODNEY & NADEAN FADES �` r ! �' j EDELWEISS E JUAN A, A nULm f -wSR OCK 24, 1-V :LWEIS5 ESTATES, PHASE 7 -B BLOCK 23, LOT 9 BRENDA DARREN F1�ANK PAUL & ROXANE HOED ► �� . j jrjl _... _ __ --- i - EXISTING e5.5, -� 'z 25' RUE & LAN D SCAP E BUF 16 SETBACK K-� EXISTING MANHOLE A ° M_AN50NR SCREEN WALL SEE �L 2/Al2 I t SOUTHERN WAX MYRT . � I 4 BALD CYPRESS 5 WATER OAK✓ DETENTION POND HYDROS BERMUDAGR ' I / EED SS A 6 LACEBARK ELM / I I ' EDELWEISS BUSINESS CENTER BLOCK 1, LOT 8 I STATE BANK �- EDELWEISS BU51NE55 CENTER BLOCK 1 LOT' 9 CRAIG ALLEN BREEDLOVE L. --E- -E- --- U 3 ' CRAPEM'YRTLE 00 i'!!Illlllllllll ;ell 24'-0" 21-1 '1' 16'-0" ' QV SEED • 3 LACEBARK ELM FUTURE AGNUS 2016 5F :_ - EDELWEISS r :� FUTURE ' `c� BUSINESS • I 1344 SF f CENTER DWARF BURFORD / LOT 3 H OL LY `/ I PATRICK & JOE MAREK 864 S.F. I 1 F PITTOSPORUM —' 115.5 S.F • CLEARANCE ' - BAR SEE DTL. )PE - ED61 NG ,. - - -- •EJ, 4YRTLE , 's • t i ....... ............................... ............--------- ..........-------- ... -• - -- ..... - -- I1 10' 8 SPACES 6 9 + 2 CURBS 9D 6" =73' -0" 2C.0" c� 10 SPACES 0 9 + 2 CUR135 0 6"=91'-0" � 20'-0" .....- ...... ............. .................................. ................ - - - - - - -. �- - 12 DWA5F •!� TYP. •� � YAUPON ---r3 CRAPEMYRTLE EDGE OF PAVING t -E- -E_ EXI O .H. EL Eq. L33 SITE PLAN FM 22154 (WELLBORN RD.) 1" =20-0" ( �-1 3 �/ IPS3 PATTERSON ARCHITECTS design for our children's future. www.patarch.com 701 South Texas Avenue Bryan, Texas 77803 979 775 6036 Project Number 2418 Date Issued JULY 2004 Revisions FRED A. PATTERSON REGISTRATION NUMBER 10389 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. I� OF NO. OF SHEETS ,7 COPYRIGHT 2004 LA W H Z O O � d w W4 O 0.4 a U 'w x A � Z o FA z w I� OF NO. OF SHEETS ,7 COPYRIGHT 2004 ne Jr. High School L--_J �e Elem. School Park a Ede ei55 nveique a U, v �ME _ SITE VICINITY MAP N (SLOPE NOT TO EXCEED 5% OR 120) (CROSS -SLOPE NOT TO EXCEED 2% OR 1:50) NO SCALE 4" CONC. SIDEWALK REINF. W/ #3 @ 16" O.C.E.W. EDGE EACH SIDE W/ 1/4" RADIUS FINISHED GRADE - SLOPE AWAY FROM SIDEWALK REFER GRADING ADD #4 CONT. @ BOTTOM (CONT. THRU. EXPANSION JOINTS) EXISTING SU13GRAPE PROJECT DATA NO SCALE LIGHT POLE & SASE - REF. SPECS NON- SHRINK GROUT EASE EDGE ANCHOR BOLTS AS REQ'D BY LIGHT MFR. 18" DIA. 2500 PSI SHAFT W/ 6 #41N 12" PIA. ARRAY & #3 TIES AS SHOWN - PROVIDE "RUBBED CONCRETE" FINISH. FINISH GRADE ELECTRICAL CONDUITS AS REQ'D L EDELWEISS ESTATES PHASE 7 - &LOCK 24, LOT 11 EDELWEISS ESTATES, PHASE 7 -I3 BLOCK 24, LOT 1 �10' f'.U.E. EDELWEISS ESTATES, PHASE 7 -B, BLOCK 24, L P-DaWEISS ESTATES, PHASE 7 -B, BLOCK 23, LOT 9 BRENDA DARKEN FRANK / RODNEY & NADEAN TAPES JUAN A. LANDNER, SR PAUL & ROXANE HORD PPOF. LINCy o, h � � •• _EXISTIN — G 6 S_ L ' 10 DRAINAGE EASEMENT p 19 SETBACK _ — EXISTING MANHOLE 25' P.U.E. & LANDSCAPE BUFFER i MANSONRY SCREEN WALL SEE PTL.1 /Al2 - I I ' DETENTION POND I t EDELWEISS 5USINESS CENTER _ BLOCK 1, LOT 8, ROBERT STEVENSON SURVEY, A -54 1.9744 ACRES 3/4 " =1' - 0" 15 APPLICANT /OWNER: STATE SANK 1. 202 WEST COLORADO LA GRANGE, TEXAS 76945 +1000 (979) 963- 7280 WITH CONSTRUCTION. VERIFY WITH OWNER OR ARCHITECT AT SITE. THIS SITE & ADJACENT SITES ARE NOT IN 100 YEAR FLOOD PLAIN W TOTAL SITE AREA: 1.9744 ACRES 2. ENCLOSED BLDG. AREA 864 S.F. M DRIVE THRU CANOPY AREA 1506 S.F. Q) ENTRANCE CANOPY AREA 116 S.F. BUILDINGS, PAVING, WALKS, STREETS, FENCES, ETC.) NOT SPRINKLERED ROLL-OUT GARBAGE CONTAINER 3. OCCUPANCY CLASSIFICATION = "5" BUSINESS U ZONED C-1 WELLBORN ROAD = MAJOR ARTERIAL MAINTAIN BARRIERS AROUND TREES AT A DISTANCE OF THE DRIPLINE PLUS 5' -0" BEYOND. PARKING RECD = 864 S.F. /250 S.F. /SPACE = 3.5 > 4 SPACES - TYPICAL SIDEWALK PARKING PROVIDED =17 SPACES (1 H.C. + 16 STD.) REFER TO SITE PLAN FOR APPROXIMATE LOCATION OF ALL KNOWN UTILITIES. VERIFY LOCATIONS OF POWER SANITARY SEWER, STORM SEWED�,, G�AS, ETC. PROTECT AND MARK - REFER DETAIL EDGE EACH SIDE W/ 1/4" RADIUS FINISHED GRADE - SLOPE AWAY FROM SIDEWALK REFER GRADING ADD #4 CONT. @ BOTTOM (CONT. THRU. EXPANSION JOINTS) EXISTING SU13GRAPE PROJECT DATA NO SCALE LIGHT POLE & SASE - REF. SPECS NON- SHRINK GROUT EASE EDGE ANCHOR BOLTS AS REQ'D BY LIGHT MFR. 18" DIA. 2500 PSI SHAFT W/ 6 #41N 12" PIA. ARRAY & #3 TIES AS SHOWN - PROVIDE "RUBBED CONCRETE" FINISH. FINISH GRADE ELECTRICAL CONDUITS AS REQ'D L EDELWEISS ESTATES PHASE 7 - &LOCK 24, LOT 11 EDELWEISS ESTATES, PHASE 7 -I3 BLOCK 24, LOT 1 �10' f'.U.E. EDELWEISS ESTATES, PHASE 7 -B, BLOCK 24, L P-DaWEISS ESTATES, PHASE 7 -B, BLOCK 23, LOT 9 BRENDA DARKEN FRANK / RODNEY & NADEAN TAPES JUAN A. LANDNER, SR PAUL & ROXANE HORD PPOF. LINCy o, h � � •• _EXISTIN — G 6 S_ L ' 10 DRAINAGE EASEMENT p 19 SETBACK _ — EXISTING MANHOLE 25' P.U.E. & LANDSCAPE BUFFER i MANSONRY SCREEN WALL SEE PTL.1 /Al2 - I I ' DETENTION POND I t SIDEWALK 9 CUR13 < �- ca Oz.. MTM =111MI MIM M IIIIIIIIHIM111 3/4 "=1' -0" HARD TROWEL EDGES EACH SIDE 1/2" EXP. JOINT FILLER W/ SEALER - PER SPECS PLASTIC SLEEVES -12" LONG CONC. REINF. 5/8" DIAMETER X T -6" SMOOTH DOWEL @ 12" O.C. _ 6" COMPACTED SELECT — FILL - PER SPECS -1 L7\r/yINt)1VIV JUIIV I 11/2 "= T-O" SITE NOTES TYPICAL SIDEWALK _ 3/4 " =1'-0" 19 LIGHT POLE 5ASE 3/4 " =1' - 0" 15 EXPANSION JOINTS @ 30' -0" o.c. MAX. NEW CONCRETE NEW ASPHALT PAVING 1. REMOVE ALL EXISTING TREES, CONSTRUCTION, OR OTHER OBSTRUCTIONS THAT WILL INTERFERE FINISHED CONTOURS +1000 EXISTING SPOT ELEVATION WITH CONSTRUCTION. VERIFY WITH OWNER OR ARCHITECT AT SITE. FINISHED SPOT ELEVATION W UTILITY LINE AS INDICATED 2. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE DURING CONSTRUCTION (LE. LIGHT POLE (OR OTHER AS NOTED) SCALE (DRAINAGE) BUILDINGS, PAVING, WALKS, STREETS, FENCES, ETC.) PROPERTY LINE P.U.E. OR SETBACK LINES (AS NOTED) 3. PROTECT FROM DAMAGE ALL EXISTING TREES THAT ARE TO REMAIN DURING CONSTRUCTION. MAINTAIN BARRIERS AROUND TREES AT A DISTANCE OF THE DRIPLINE PLUS 5' -0" BEYOND. - TYPICAL SIDEWALK 4. REFER TO SITE PLAN FOR APPROXIMATE LOCATION OF ALL KNOWN UTILITIES. VERIFY LOCATIONS OF POWER SANITARY SEWER, STORM SEWED�,, G�AS, ETC. PROTECT AND MARK - REFER DETAIL ALL WATER, PRIOR TO BEGINNING ANY EXCAVATION, NEW CONSTRUCTION OR OTHER WORK AT 1/2 EXPANSION JT. FILLER THE THE W /SEALANT - PER SPECS 5. GENERAL CONTRACTOR SHALL 5E RESPONSIBLE FOR VERIFYING ALL DIMENSIONS DURING LAYOUT AT THE SITE AND SHALL CONTACT THE ARCHITECT SHOULD ANY PROBLEM BECOME EVIDENT. #3 DOWEL x 1'-8" @ 16" O.C; 6. AREAS TO 5E SEEDED INCLUDE ALL AREAS WHERE GRADING IS REQUIRED OR WHERE GRASS IS DISTURBED. DISTURBED ALL AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. (PULVERIZE TYPICAL CONCRETE CURS TOP SOIL, FINE GRADE AND RAKE FOR PLANTING). &PAYING - REFER DETAIL 7. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DIVISION FORTY -EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION IN CITY RIGHT-OF-WAY AND /OR PUBLIC UTILITY EASEMENT. 8. DURING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL MAKE PROVISIONS FOR THE POTENTIAL EROSION OF SOIL FROM THE SITE THROUGH THE USE OF HAY SALES OR SILT FENCES - II 6" MIN. COMPACTED FILL - STRATEGICALLY PLACED AROUND THE PROPERTY AND AT EXISTING STORM DRAIN INLETS ADJACENT TO NEW CONSTRUCTION. THE GENERAL CONTRACTOR SHALL OBTAIN FINAL APPROVAL OF U1 - - III - =1 =1 =111 =1 - I EXTEND 3' -0" BEYOND LIMITS OF PAYING THE ACTUAL METHOD REQUIRED AND ITS PLACEMENT FROM THE CITY ENGINEERING DIVISION PRIOR TO BEGINNING ANY SITEWORK. -11- III =1 I I =1 I I -1 I I =1 I I III -1 I I � 1 I I I III =1 11.I 113 11 I I =1 11= I 1611 I III =1 I 1 =1 I I_I I 1 =I-i 6 I I I H= EXISTING SU5 -GRADE 9. ACCESSIBLE ROUTES SHALL NOT EXCEED 5% SLOPE (120) IN THE DIRECTION OF TRAVEL, CROSS -SLOPE NOT TO EXCEED 2% (1:50). 3' -0" 91/4" 10. ALL PAVING DIMENSIONS ARE TO SACK OF CURB. NT.S. 11. 4' PIA. CERAMIC LANE MARKERS AS SPECIFIED - @ 5' -0" O.C. 12, IL LETTERS & @PARKING PAINT WHITE STENCIL LETTERS PER CITY E STRIPE W/ REQS SIDEWALK 9 CUR13 < �- ca Oz.. MTM =111MI MIM M IIIIIIIIHIM111 3/4 "=1' -0" HARD TROWEL EDGES EACH SIDE 1/2" EXP. JOINT FILLER W/ SEALER - PER SPECS PLASTIC SLEEVES -12" LONG CONC. REINF. 5/8" DIAMETER X T -6" SMOOTH DOWEL @ 12" O.C. _ 6" COMPACTED SELECT — FILL - PER SPECS -1 L7\r/yINt)1VIV JUIIV I 11/2 "= T-O" SITE NOTES I NO SCALE 14 _ NEW CONCRETE SIDEWALK SCORED JOINTS - EVENLY SPACEP, 5' 1 MAX. EXPANSION JOINTS @ 30' -0" o.c. MAX. NEW CONCRETE NEW ASPHALT PAVING EXISTING CONTOURS FINISHED CONTOURS +1000 EXISTING SPOT ELEVATION 100.0' FINISHED SPOT ELEVATION W UTILITY LINE AS INDICATED POWER POLE LIGHT POLE (OR OTHER AS NOTED) SCALE (DRAINAGE) �...®,_ PROPERTY LINE P.U.E. OR SETBACK LINES (AS NOTED) --------------- - - - - -- FIRE LANE - SEE NOTE 12 SITE LEGS N D NO SCALE 6 1� EDELWEISS BUSINESS CENTER BLOCK 1, LOT 8, ROBERT STEVENSON SURVEY, A-54 STATE BANK 1 c744 ACRES i EDELWEISS BUSINESS CENTER SLOCKI LOT 9 CRAIG ALLEN 13REEPLOVE Y I -/9 cil 1 IV J I_ I C� 1 0 ' I 2 0 C o t EDELWEISS I BUSINESS CENTER I BLOCK 1 LOT 3 �) PATRICK & JOE MAREK I �l 7 T design for our c1 ildren's fiaw-e www.patarch.com 701 South Texas Avenue Bryan, Texas 77803 979 775 6036 ` R e° Q '.cs'�• °r038� °. °.�� OF E Project Number 2418 Issued For: SITE PERMIT Revisions _�.�•F+ -�.1V �,T .:�Ek1_I�t�`�.t7_1= 1�R�f� X H 0 0 W &7e o Ac�11C a 1 I i 40' BLDG. SETBACK I —E- •-E- -E— E- 4tI EASEMENT (696/306) PROP. LINE TXDOT R.O.W. -� 2�r71 T/1 AIGVT t_10� EDGE OF PAVING N 47 - 200.00' 0 SITE PLAN FM 2154 (WELBORN RD.) \ ( 0 ry U H U rE.EZ. Q X \ W LO _ EXISTING O.H. ELEC.(335/49: W N U Cq 430' TO NEXT FIRE HYDRANT 444' +/- TO NEXT CURB CUT Date: August 9, 2004 A AS ET 0 a O 1 -20-0 c 1 OF NO. OF SHEETS �-° © COPYRIGHT 2004 ML W - 4S I n -- on P B— (� -cq 3'-6" 10'-6" _ 6' -0" NO CURB HANDICAP SIGN o SEE 18 /A1.2 ` R L� y WMEMA 144 CONT. - TOP & BOTTOM IF CURB 15 INSTALLED SEPARATE FROM PAVING, PROVIDE 91/4" X 11/2" 5LOCKOUT AS SHOWN #3 X 1'-8" @ 12" O.C. - BENT THUS: 7" L 13" REINF. MAT - SEE SCH. 5" CONCRETE PAVING - W #3 @ 12" O.C.E.W. PREPARED BASE - SEE SITE PLAN NOTES EXISTING SU13GRAPE CURB Cad PAVING R5 -1 f —CAP PIPE 3/4 "=1' - 0" 2 C R1 - 1 E - TXDOT SIGN NUMBERS - TYP. DO NOT 0 STOP ENTER RAMP 15 NOT ALONG ACCESSIBLE PATH NCK OF CURB -OPE CURB W/ RAMP (AN ACCESSIBLE HC SPACE /ACCESS AISLE MAX. LOPE NOT TO EXCEED 2% 50) IN ANY DIRECTION BLUE STRIPES @ 2' -0" O.C. HC ACCESS AT PARKING o - 0 �Ci 318" STAINLESS STEEL VANDAL PROOF SCREWS - TYP. 118" ALUMINUM PLATE 2' -0 "W X 1' -6 "H WITH WHITE REFLECTIVE 3M COATING. 1" RADIUS CORNERS. PAINT 3" "HELVETICA- MEDIUM" LETTERING SHOWN WITH GLOSS ENAMEL, MATCHING 1/2" BORDER. 2" SQUARE GALV. STEEL TUBE MIN. 12" INTO COW. &'X 6'X 24" CONCRETE PAD - SLOPE TOP TO SHED WATER �vl u 0 J O v 0 LID �I VAN ACCESSIBLE I HANDICAP SIGNAG tats�s•tf astan��tf lot. � ► .`u 111' I VIII= —I � 114 L �1 -11 I�1 BIII�I � — • EXIST. ASPH. PAVEMENT - VERIFY THICKNESS SAW CUT EXIST. ASPH, FULL DEPTH FOR CLEAN EDGE - PROTECT. CONCRETE #4 @ 12" O.C.EW, SEE CONTOUR PLAN FOR ELEVATIONS a�� vi G. uinl.i MINIMUM 6" COMPACTED FILL CONC. APRON 0 ASFH. STREET GRADE LINE, EL. VARIES DOME CONCRETE 6" PIA. PAINTED GALV. STEEL PIPE FILLED W/ CONCRETE CONCRETE SLAB ty -- #3 BARS @ 12" O.C.E,W. D D i . J{ I I I j 1 rW M LU MIN 6" AROUND STEEL -- i I I p l 1 I I BOLLARD 6 " I � �� • � D 6" POLLARD DETAIL 3/4 ° =1'-0" 15 SEE PLAN FOR DUAL BOLLARDS ISLAND + 4" POLLARDS FACE OF BUILDING a --CONC. PAYING AIN IN p D . D . D D D ♦ D 3/4" REDWOOD E.J. W/ SEALANT CURD 11/2 " =1' -0" 13 CONTROL JOINT 11/2 " =T-O" WALL/BEAM/PIER ELEVATION 7'-4" CMU WALL 1' -0" SPREAD FOOTING *0" X 12" PIA. PIERS . 1 "= 20'-0" E NO SCALE CAP TOP OF TUBE HANDICAP SIGNS PER TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SECURE SIGN TO PIPE WITH 3/8" PIA STAINLESS STEEL VANDAL PROOF SCREWS) 2" SQUARE GALV. STEEL TUBE 6'X &'X 18" DEEP CONCRETE FOOTING - SLOPE TOP TO SHED WATER PNEUMATIC UNi s BY B.E.V. I I I CONC. FILLED 4' PIA. STD. STL. PIPE, I— �— 4-6" LONG SET B0T.18" INTO A 12" — i I PIA. X 30" DEEP CONC. FTG. PAINT FINISH. SEE BANK EQUIP. SHOP DWG. FOR LOCATIONS I I I i I I i I I I COW. ISLAND, TROWEL FIN. I 1 I 1/2" EJ, & SEALANT AROUND MTL. FORM COW. PAVING-7 D .a' I • C? D I i II 1 I #3 X 24" DOWELS @ O.C. i I I II I I #3 CONT. @ PERIMETER W/ I I I II I 11 #3 REINF. @ 24' O.C. INTO i t III 1 1 TIED TO DOWELS I 11 1 VARIES, SEE PLAN 5" CONCRETE PAVING W/ 5' -0" TO NEXT 3" 3" 5' -0" TO NEXT CONTROL JOINT CONTROL JOINT SCORE DEPTH 1" MIN. / .--- SMOOTH TROWEL • .��ii- iiii =��i�� iii= iii- iii�_i�ii�ii� 4'�21�4 �I AS NOTED 1 DOME CONC. (3000 PSI) 2" 8x8x16 CMU LINTEL UNITS 1- #4 CONT. 11/2" CLEAR OF LINTEL BOT. 8x8xl6 STD. LT. WT. CMU - RUNNING BOND 3/4 66� SECTION Cad WALL DOWELS & VERT. WALL REINF. - FILL CELLS W/ COW. - ALIGN WITH PIERS, TYP. � A1.2 c 6' -0" LAPPED BOND �,. BEAM 0 COW. CROWN @ BONP BM. 1/2" SMOOTH DOWEL @ BOND BM. 9 1 W/ 51 19 rAq nNF FNf) l I I I I I I ' I 1 I i I I I I I 1 L 1 6 LINE OF CURE BEYOND - NOTE THAT 13ACK OF 4" STD. STL. PIPE 211 CURB I5 2" FROM BACK OF PAYING AT RAIL 4026" I.D. 4" STD. STEEL PIPE (4.5" O.D.) ( ) r'— 1 4' STD. STEEL PIPE SUPPORTS @ 8' -0" O.C. ALLOW FOR 1/4" GAP IN C ; I - COPE TO HORIZ. PIPE & WELD FULL JOINT FOR THERMAL I CORE DRILL 6" PIA. HOLES & SET EXPANSION I PIPE IN NON SHRINK GROUT 31/2" STD. STL. PIPE (4.000" O.D.) I ! 1 I 11/2 I 1 ADD #4 CONT. 21/4" T.& B. SET - 4' 4" C FE I I - - -i I PIPE OUTS IDE OF HAM R _ JOINT SECTION SEE JOINT DTL ABOVE 138' -0" N.T.S. 17 EQ. SPACES @ 8' -0"= 136' -0" 1' -0" CONC. CURB In { '• 1 J s • 1' J i . ,, � a �• . 1 J. t • LEFT END PIECE (1) INTERMEDIATE PIECE (15) RIGHT END PIECE (1) ELEVATION . 7 -7 3/4 " +1/4" GAP 7'- 113/4" +1 /4' GAP 6-4" NO GAP rk PIPE CURD *4 *4 COMPACTED OR UNDISTURBED SOIL MAIN BOND BEAM 12' -0" O.C. I I I � I ! I ( 1 `C. 3/4 " =1"-0" 14 ELEVATION 9 EXPANSION JOINT FATTERSON ARCHITECTS design for our children's fidure www.patarch.com 701 South Texas Avenue Bryan, Texas 77803 979 775 6036 C .. Qvar. 9oC) o ° o ° • O 0 0 � °., 4359 TF OF Project Number 2418 Issued For: SITE PERMIT Revisions X 0 w H W ~ U U w ►�--► W � A 0 a w r n � Date: August 9, 2004 AS ET Q OF NO.OF SHEETS ©COPYRIGHT 2004 SIGNAGE R7 -8a H► i i ► r ' • 1 11 in ru - In I�I_:In =1t1_ 1u_III_:In'_I � r '; r • 3/4 66� SECTION Cad WALL DOWELS & VERT. WALL REINF. - FILL CELLS W/ COW. - ALIGN WITH PIERS, TYP. � A1.2 c 6' -0" LAPPED BOND �,. BEAM 0 COW. CROWN @ BONP BM. 1/2" SMOOTH DOWEL @ BOND BM. 9 1 W/ 51 19 rAq nNF FNf) l I I I I I I ' I 1 I i I I I I I 1 L 1 6 LINE OF CURE BEYOND - NOTE THAT 13ACK OF 4" STD. STL. PIPE 211 CURB I5 2" FROM BACK OF PAYING AT RAIL 4026" I.D. 4" STD. STEEL PIPE (4.5" O.D.) ( ) r'— 1 4' STD. STEEL PIPE SUPPORTS @ 8' -0" O.C. ALLOW FOR 1/4" GAP IN C ; I - COPE TO HORIZ. PIPE & WELD FULL JOINT FOR THERMAL I CORE DRILL 6" PIA. HOLES & SET EXPANSION I PIPE IN NON SHRINK GROUT 31/2" STD. STL. PIPE (4.000" O.D.) I ! 1 I 11/2 I 1 ADD #4 CONT. 21/4" T.& B. SET - 4' 4" C FE I I - - -i I PIPE OUTS IDE OF HAM R _ JOINT SECTION SEE JOINT DTL ABOVE 138' -0" N.T.S. 17 EQ. SPACES @ 8' -0"= 136' -0" 1' -0" CONC. CURB In { '• 1 J s • 1' J i . ,, � a �• . 1 J. t • LEFT END PIECE (1) INTERMEDIATE PIECE (15) RIGHT END PIECE (1) ELEVATION . 7 -7 3/4 " +1/4" GAP 7'- 113/4" +1 /4' GAP 6-4" NO GAP rk PIPE CURD *4 *4 COMPACTED OR UNDISTURBED SOIL MAIN BOND BEAM 12' -0" O.C. I I I � I ! I ( 1 `C. 3/4 " =1"-0" 14 ELEVATION 9 EXPANSION JOINT FATTERSON ARCHITECTS design for our children's fidure www.patarch.com 701 South Texas Avenue Bryan, Texas 77803 979 775 6036 C .. Qvar. 9oC) o ° o ° • O 0 0 � °., 4359 TF OF Project Number 2418 Issued For: SITE PERMIT Revisions X 0 w H W ~ U U w ►�--► W � A 0 a w r n � Date: August 9, 2004 AS ET Q OF NO.OF SHEETS ©COPYRIGHT 2004 SIGNAGE R7 -8a CULVERT SECTION TO BE SIZED BY TxDOT , vc•Rt: 1 , "', I 7.00 M m 27.00 if SLOPED -END TREATMENTS y��••tit �: # OF TP- 328.50 TP =328.50 MATCH ELEVA110N )LATED WALL IT EL (25.40 >T CHANNEL -0" (TYP.) 10' -0" DRAINAGE CHANNEL 1' -0" - 6 •y .. Vic. •,•.• 1' -0" 7' -0" PLAN VIEW - 7 6" 3' -0" 1' - o w 3' - 0 w #4 "L" BAR O 12" D.C. r br�n�w -�z'' M 6w 51' -'"t 3•> c. z}irt 3�`} r Pm�' £ `'S" fu e i .• #4 REBAR O 12" O.C.B.W 6' �- 2' -6 REBAR O 12" O.C.B.W. ELEVATION VIEW SECTION VIEW NOTE: 1) ALL CONCRETE SHALL BE 3.000psi STRENGTH O 28 DAYS. 2) ALL CORNERS SHALL BE i CHAMFERED CORNERS. 1' wide RECTANGULAR WEIR DETAIL SCALE: 1/2" = V 24" NOTE: SILT FENCE SHALL BE INSTALLED WHERE SHALLOW SHEET FLOW DRAINAGE MIN. OCCURS. HAY BALES SHOULD BE LOCATED WHERE CONCENTRATED FLOWS & DISCHARGE POINTS OCCUR. SILT FENCE & HAY BALE ASSEMBLY N.T.S. OF JOE I. GATTI 90964 I 1 F ' . E N • .. � II.s /ONAL LNG N O t` rn t` d � t` t` H °W •1F M O 1:4 N N uj N xZ z� o� � im Fyn N Z w H�WWU ru ()�o 0 � o m w DRAWN BY : JOE G. DATE AUGUST 2004 SCALE 1" = 20' PROJECT #: 1oo800l.ol.oi N Z w m • • ■ ■ ■ C -1 F/L =325.15 '1116 ' 7 c 6 -327. 25 ( V/ V 1 N F, TP - 327.25 ___ , w 26' -5" 1P =328.75 �, 326.50 10 -9 4 - J x, �3'3N33 '- - --- 1115 -1P- 328.�5,<F _ •.. 30N3-4 - ills 326' 26' -5" FA-325.40 - - -30N3 Ills Ills TP- 528.50 FA- 325.75 F •3 1P- 327.00 25.50 -30N33 -- 327.00 1P- 328.25 - 1P- 327.80 ' 1P- 327.20 - 7P=327.38 7P-327.87 TP- 327.40 .K FA-325.67 ,F TP- 327.38 •C'� 14 , .� ? .♦ a z I ❑ D �� x �s, " ?� _ cs TP- 327.80 ` ` - 50' y '" 10' 1P- 328.25 1P•327.50 TP•327.70 1P- 327.75 I t 1P -328 75 EASEMENT GENERAL NOTES: 1. ESTABLISHED BENCHMARK ELEVATION FOR EXISTING & PROPOSED ELEVATIONS AND CONTOURS IS THE TOP OF THE MANHOLE COVER LOCATED AT EAST PROPERTY CORNER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT DIG TESS O 1- 800 - 344 -8377. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION STANDARD SPECIFICATIONS AND THE CONSTRUCTION STANDARDS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY. OTHER U11UTIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING OF ALL BURIED UTILITIES. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE. 7. ALL CURBS SHALL BE 6" RAISED CURBING, UNLESS NOTED OTHERWISE. 8, PAVEMENT SURFACE SHALL BE CONCRETE AND COMPLY WITH CITY OF COLLEGE STATION STANDARDS OR AS SPECIFIED ON THE SITEPLAN. 9. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING A SILTATION/DEBRIS CONTROLED CONSTRUCTION EXIT FOR THE PROJECT SITE. CONSTRUCTION EXIT SHALL BE MAINTAINED THROUGHT DURATION OF PROJECT. LEGEND PROPERTY LINE - - - - -- ?, - - -'- EXISTING CONTOURS 262 PROPOSED CONTOURS TOG TOP OF GRATE ELEVATION TP TOP OF PAVEMENT ELEVATION TOS TOP OF SIDEWALK ELEVATION -SILT FENCE - EROSION CONTROL FENCE (SILT) TP- 327.50 8, I C:: I 326 , 7; TP- 327.75 I ' *_7_328.50 -1A- 327.07 i + � r" •, . �� TP•327.25 7P•328.00 1P =32800 , 4 115 50' l.• t .. s r "E E 1 ) � X I 1P =32 00 IDS- 327.75 �9 lOS- 327.85 i >: 1P =327.10* ' $ 327.00 TS 327.85 tt I �' ' 52' - 5" 1P 327.00 `� >: M.:.�� ' <', , " ti�� GRADE TO DRAIN TP = 327.25 N 6.50 15=328.13 � FIR, �:�:, _ 32 w 1P- 327.00 f 25 I x , '. �, N„ i 1P- 328.75 a CJ 1P- 327.00 x TP- 328.85 Y <S ? x 4 ` +° mg TP- 328.75 ° y v, FA- 328.75 GRADE I I a ..::..x, a � <. O I 4t.�yr .Nv 1P�28.85 TP =327.25 TP- 328.50 I Cf 1P- 327.10 TP- 327. W 327' 7P-327.W I J N ` as 6.00 TP- 328.57 327' 15=327.85 - TZ �. r ` TP 328.75 �, � , F lnl G yt` >a r7 3 BENCHMARK: r s R s �-•rz4 a nt,!'r c r 3 ¢aI4�?€� s ?) 1P Ob ELEVA 1P=327 50 a g i o n <z, , �y5 MANHOLE COVER y =327 E TION - 0.1 N - 0.15 1P- 327.18 1P- 328.50 S ' x e - 191.18 g � $ 1P- 327.25 , TP- 327.18 A CV 'i'fi .,.'� Y.: •� 'h c� 327.00 1P =327.25 �; n 1P•327.50 326' 1P- 328.50 . %� N 4Fi n4 F LL- FENCE Ill T FENCE SILT FENCE SILT FENCE SILT - FENCE SILT FENCE ILT FENCE SILT FENCE SILT rEflD2 - Sll TP- 325.25 TP•325.25 F/L 3 .0I ' fr 011 'r' 61 GRADING PLAN SCALE: 1" = 20' rs 2' 2" DEPRESSION 4' i 14. __� _ 50' d • d Q HEAVY DUTY WELDED 328.80 6 WIRE MESH NOTE: 3000 psi CONCRETE /L 2' PILOT CHANNEL N.T.S. �I � 50' -3" - FEN C' �I I #4 "L" BAR O 12" O.C. 1" THK. POLYURETHANE JOINT SEAL OR APPROVED EQUAL 24" x 24" NEENAH INLET GRATE INLET GRATE R- 4832 -C TOG= 326.00 .. • (PAVEMENT) (PAVEMENT) .. #4 REBAR O 12" • ; / O.C. BOTH WAYS 2' a 12 RCP / 6" / INVERT =324.50 ♦ A•d• 4• •�,• ..• .. •. •.. 4. �• r 44 .. . . NOTE: 3000 psi CONCRETE Al - /1# me, to r--m- AA •'Tr /1/AV N.T.S. POST OR WOODEN LATHES O 6' O.C. POSTS OR WOODEN LATHES SPACED O 6' O.C. TO ANCHOR HAY BALES SEDIMANT CONTROL FABRIC FASTENED SECURELY TO POSTS. FILTER FABRIC TO BE EXTENDED INTO GROUND MIN. 8" & SECURED WITH COMPACTED FILL TRENCH O TOE OF FENCE SHALL BE a DEEP & WIDE DIRECTION OF FLOW NATURAL GROUND DETENTION POND "B" OUTFALL STRUCTURE 1' wide RECTANGULAR WEIR SCALE: 1/2" = 1' i I I � I t I t I I n C m GRADE TO DRAIN cn q I 7326.75, ' Z CL m m `� GRADE TO DRAIN u; c l 3 rt - f rn h w•;�. f } j r 1 9 a DITCH FLOW NE N M try TO DRAT TP -32700 _GRADE MATCH z 0 ELEVKRONS m TP -328: IN CULVERT SECTION TO BE SIZED BY TxDOT , vc•Rt: 1 , "', I 7.00 M m 27.00 if SLOPED -END TREATMENTS y��••tit �: # OF TP- 328.50 TP =328.50 MATCH ELEVA110N )LATED WALL IT EL (25.40 >T CHANNEL -0" (TYP.) 10' -0" DRAINAGE CHANNEL 1' -0" - 6 •y .. Vic. •,•.• 1' -0" 7' -0" PLAN VIEW - 7 6" 3' -0" 1' - o w 3' - 0 w #4 "L" BAR O 12" D.C. r br�n�w -�z'' M 6w 51' -'"t 3•> c. z}irt 3�`} r Pm�' £ `'S" fu e i .• #4 REBAR O 12" O.C.B.W 6' �- 2' -6 REBAR O 12" O.C.B.W. ELEVATION VIEW SECTION VIEW NOTE: 1) ALL CONCRETE SHALL BE 3.000psi STRENGTH O 28 DAYS. 2) ALL CORNERS SHALL BE i CHAMFERED CORNERS. 1' wide RECTANGULAR WEIR DETAIL SCALE: 1/2" = V 24" NOTE: SILT FENCE SHALL BE INSTALLED WHERE SHALLOW SHEET FLOW DRAINAGE MIN. OCCURS. HAY BALES SHOULD BE LOCATED WHERE CONCENTRATED FLOWS & DISCHARGE POINTS OCCUR. SILT FENCE & HAY BALE ASSEMBLY N.T.S. OF JOE I. GATTI 90964 I 1 F ' . E N • .. � II.s /ONAL LNG N O t` rn t` d � t` t` H °W •1F M O 1:4 N N uj N xZ z� o� � im Fyn N Z w H�WWU ru ()�o 0 � o m w DRAWN BY : JOE G. DATE AUGUST 2004 SCALE 1" = 20' PROJECT #: 1oo800l.ol.oi N Z w m • • ■ ■ ■ C -1 F/L =325.15 '1116 ' 7 c 6 -327. 25 ( V/ V 1 N F, TP - 327.25 ___ , w 26' -5" 1P =328.75 �, 326.50 10 -9 4 - J x, �3'3N33 '- - --- 1115 -1P- 328.�5,<F _ •.. 30N3-4 - ills 326' 26' -5" FA-325.40 - - -30N3 Ills Ills TP- 528.50 FA- 325.75 F •3 1P- 327.00 25.50 -30N33 -- 327.00 1P- 328.25 - 1P- 327.80 ' 1P- 327.20 - 7P=327.38 7P-327.87 TP- 327.40 .K FA-325.67 ,F TP- 327.38 •C'� 14 , .� ? .♦ a z I ❑ D �� x �s, " ?� _ cs TP- 327.80 ` ` - 50' y '" 10' 1P- 328.25 1P•327.50 TP•327.70 1P- 327.75 I t 1P -328 75 EASEMENT GENERAL NOTES: 1. ESTABLISHED BENCHMARK ELEVATION FOR EXISTING & PROPOSED ELEVATIONS AND CONTOURS IS THE TOP OF THE MANHOLE COVER LOCATED AT EAST PROPERTY CORNER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT DIG TESS O 1- 800 - 344 -8377. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF COLLEGE STATION STANDARD SPECIFICATIONS AND THE CONSTRUCTION STANDARDS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY. OTHER U11UTIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING OF ALL BURIED UTILITIES. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE. 7. ALL CURBS SHALL BE 6" RAISED CURBING, UNLESS NOTED OTHERWISE. 8, PAVEMENT SURFACE SHALL BE CONCRETE AND COMPLY WITH CITY OF COLLEGE STATION STANDARDS OR AS SPECIFIED ON THE SITEPLAN. 9. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING A SILTATION/DEBRIS CONTROLED CONSTRUCTION EXIT FOR THE PROJECT SITE. CONSTRUCTION EXIT SHALL BE MAINTAINED THROUGHT DURATION OF PROJECT. LEGEND PROPERTY LINE - - - - -- ?, - - -'- EXISTING CONTOURS 262 PROPOSED CONTOURS TOG TOP OF GRATE ELEVATION TP TOP OF PAVEMENT ELEVATION TOS TOP OF SIDEWALK ELEVATION -SILT FENCE - EROSION CONTROL FENCE (SILT) TP- 327.50 8, I C:: I 326 , 7; TP- 327.75 I ' *_7_328.50 -1A- 327.07 i + � r" •, . �� TP•327.25 7P•328.00 1P =32800 , 4 115 50' l.• t .. s r "E E 1 ) � X I 1P =32 00 IDS- 327.75 �9 lOS- 327.85 i >: 1P =327.10* ' $ 327.00 TS 327.85 tt I �' ' 52' - 5" 1P 327.00 `� >: M.:.�� ' <', , " ti�� GRADE TO DRAIN TP = 327.25 N 6.50 15=328.13 � FIR, �:�:, _ 32 w 1P- 327.00 f 25 I x , '. �, N„ i 1P- 328.75 a CJ 1P- 327.00 x TP- 328.85 Y <S ? x 4 ` +° mg TP- 328.75 ° y v, FA- 328.75 GRADE I I a ..::..x, a � <. O I 4t.�yr .Nv 1P�28.85 TP =327.25 TP- 328.50 I Cf 1P- 327.10 TP- 327. W 327' 7P-327.W I J N ` as 6.00 TP- 328.57 327' 15=327.85 - TZ �. r ` TP 328.75 �, � , F lnl G yt` >a r7 3 BENCHMARK: r s R s �-•rz4 a nt,!'r c r 3 ¢aI4�?€� s ?) 1P Ob ELEVA 1P=327 50 a g i o n <z, , �y5 MANHOLE COVER y =327 E TION - 0.1 N - 0.15 1P- 327.18 1P- 328.50 S ' x e - 191.18 g � $ 1P- 327.25 , TP- 327.18 A CV 'i'fi .,.'� Y.: •� 'h c� 327.00 1P =327.25 �; n 1P•327.50 326' 1P- 328.50 . %� N 4Fi n4 F LL- FENCE Ill T FENCE SILT FENCE SILT FENCE SILT - FENCE SILT FENCE ILT FENCE SILT FENCE SILT rEflD2 - Sll TP- 325.25 TP•325.25 F/L 3 .0I ' fr 011 'r' 61 GRADING PLAN SCALE: 1" = 20' rs 2' 2" DEPRESSION 4' i 14. __� _ 50' d • d Q HEAVY DUTY WELDED 328.80 6 WIRE MESH NOTE: 3000 psi CONCRETE /L 2' PILOT CHANNEL N.T.S. �I � 50' -3" - FEN C' �I I #4 "L" BAR O 12" O.C. 1" THK. POLYURETHANE JOINT SEAL OR APPROVED EQUAL 24" x 24" NEENAH INLET GRATE INLET GRATE R- 4832 -C TOG= 326.00 .. • (PAVEMENT) (PAVEMENT) .. #4 REBAR O 12" • ; / O.C. BOTH WAYS 2' a 12 RCP / 6" / INVERT =324.50 ♦ A•d• 4• •�,• ..• .. •. •.. 4. �• r 44 .. . . NOTE: 3000 psi CONCRETE Al - /1# me, to r--m- AA •'Tr /1/AV N.T.S. POST OR WOODEN LATHES O 6' O.C. POSTS OR WOODEN LATHES SPACED O 6' O.C. TO ANCHOR HAY BALES SEDIMANT CONTROL FABRIC FASTENED SECURELY TO POSTS. FILTER FABRIC TO BE EXTENDED INTO GROUND MIN. 8" & SECURED WITH COMPACTED FILL TRENCH O TOE OF FENCE SHALL BE a DEEP & WIDE DIRECTION OF FLOW NATURAL GROUND DETENTION POND "B" OUTFALL STRUCTURE 1' wide RECTANGULAR WEIR SCALE: 1/2" = 1'