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HomeMy WebLinkAboutDrawingsI v • 4 -- --- CONSTRUCTION NOTES: •v • 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT e LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF $—fj 6 — THE UTILITY COMPANIES 48. HOURS IN. ADVANCE OF CONSTRUCTION IS. S L/ ` b . 1 REICR ss: (800) 344-8377 ATMOS ENERGY: (979) 774-2506 .� S-6 1 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 4 20 10 020 VERIZON: (979) 821-4770 p� . SCALE IN FEET CID2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING LZ Li J ONSTRUCTTON EXIT THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION n _ . - .... -:•.;. ,. •. - .- :: • • ..,. / EXIT D SILT FENCE AS NECESSARY. 5-s 5-s 3. THE CONTRACTOR 1S RESPONSIBLE FOR INSPECTING AND MAINTAINING THE p ' EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE I q EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT ch j STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. L 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPD£S GENERAL PERMIT NO: T XR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. THIS U/T� '•� INCLUDES THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. CI "' _ �i ,; ' 5. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE �� __...-._ �, 1 GRASS IS ESTABLISHED. 6. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING \ INLETS ADJACENT TO THE PROJECT SITE. 'a ,0. e • b _ SILT FENCE a 6 MIN DET S ' � DEPTH TONE ASTM D448, 3"TO --3 J 5DIAMETER) ER GEOTEXTILE FABRIC J■ J WITH SAME SQUARE FOOTAGE. BLACK DENTAL OFFICE c VARIES an' TO j0 0, T 1 STORY _ �. — _ EXISTING STREET -- i 20'1 BLDG. HT. I !!! �,: >C FF -- 332.00) i �. „^� v . i �'} 6" I NOTE: DRESS WITH ADDIT 6608 SF t 5 MIN. STONE AS NEE EDIONAL b :% STONE IS- TO BE MAINTAINED SO AST•!PREVENT �•^ _�...- •> - � , , :, ; ,._;:,.� .;-; , CONSTRUCTION CTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO FABRIC ADJACENT PUBLIC STREETS. SECTION !A—A SUBGRADE 'MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE y-- T•O` 4 CONSTRUCTION EXIT SILT CONTROL N.T.S \ b -- Lz ! d v `�7z - —~ ' Tr• ° W 2'X4" WIRE MESH e �' v o a• v v, o. �3 FASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T—POST &WIRE MESH �J METAL T—POSTTO MAINTAIN - t3" OF FILTER FABRIC TO EXTEND AS REDID. 1 � .• • : Q 1 SPACED 6' APART \ WITH COMPACTED BACK FILL SILT FENCE AND/OR ALLOW 2.5' TO 5' AT TOE OF -------- •---1. ? '� . � : • 1 — 1 HAY BALES TO BESLOPE FOR SEDIMENT TO CCULATE. ALIGN FEN ' USED IN DRAINAGE OF AALONG SLOPE CONTOURS y P AGE FLOW CONSTRUCTION EXIT �` NATURAL GROUND DIRECT OF FLOW ,r� b 4'X4" MIN. TRENCH --I 4- {� F }� 2j0" SILT FENCE ASSEMBLY 7v �330 I y �-- sr .� .�` •, � N.T.S ST 5T v 330 �, � • � � � �. ®, `� .� C j _ 'a a. a.__—." .��•� � `max, '' ,�a��x' � � �F.. � � ` a ' -. o �•'/-��wa � � '' °� � ter,' ?' �` •• ` 528 NLET PROTECTION v L /. .b or - - - SILT FENCE ROCK P MRIE RC?AD m 70' PAVEMENT, 90' ROW POND 1 ■ THE SEAL APPEARING ON THIS %'.q)Lo'%;hu1tzEngineeringDOCUMENT' WAS AUTHORIZED U BY N JOSEPH P. SCHULTZ, PELICENSE 2730 Longmire, Sulte A NO. 65889 ON AUGUST 26, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD JKO JPS 12-218 REV. AUG. 2013 ...� bs�•i .. ♦� sc>uTz . '► 658$9 wSi t FI M # 123273 SCHULTZ ENGINEERING, LLC GRAVEL B NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION N.T.S �I 1111111111 W, 011 EDELWEISS BUSINESS CENTER LOT 6 BLOCK 4 — COLLEGE STATION, TX LEGEND — — 310 — — EXISTING CONTOUR PLAT BOUNDARY -- — ROW LINE EDGE OF PAVEMENT LINE LOT LINE --- PUBLIC UTILITY EASEMENT LINE — — PROPOSED PUBLIC ACCESS EASEMENT PRIVATE DRAINAGE EASEMENT BUILDING SETBACK LINE s—s S—s PUBLIC SANITARY SEWER UNE W-8 PUBLIC WATER LINE ST -- ST -- ST PUBLIC STORM SEWER l PUBLIC 6 SIDEWALK O PUBLIC SANITARY SEWER MANHOLE (� UE UE UNDERGROUND ELECTRIC k'.:;' ': :`' • EXISTING SIDEWALK PROPOSED BUILDING PROPOSED PRIVATE STORM --- --- — SILT FENCE INLET PROTECTION CONSTRUCTION EXIT EROSION & SEDIM TT CONTROL PLAN REVIEWEDEOR,; COMPLIANCE SEP G'52013 C'O�_E G E S "I AT =NGINEERING SCALE VERTICAL NIA HORIZONTAL 1"=202 PLOTTING SCALE: 1:1 FILE NAME: 12-218 SHEET 1 PARKING LOT REVISIONS FOR SIGN JPS 8/22/13 MARK REVISION BY DATE POND 1 ■ THE SEAL APPEARING ON THIS %'.q)Lo'%;hu1tzEngineeringDOCUMENT' WAS AUTHORIZED U BY N JOSEPH P. SCHULTZ, PELICENSE 2730 Longmire, Sulte A NO. 65889 ON AUGUST 26, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD JKO JPS 12-218 REV. AUG. 2013 ...� bs�•i .. ♦� sc>uTz . '► 658$9 wSi t FI M # 123273 SCHULTZ ENGINEERING, LLC GRAVEL B NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION N.T.S �I 1111111111 W, 011 EDELWEISS BUSINESS CENTER LOT 6 BLOCK 4 — COLLEGE STATION, TX LEGEND — — 310 — — EXISTING CONTOUR PLAT BOUNDARY -- — ROW LINE EDGE OF PAVEMENT LINE LOT LINE --- PUBLIC UTILITY EASEMENT LINE — — PROPOSED PUBLIC ACCESS EASEMENT PRIVATE DRAINAGE EASEMENT BUILDING SETBACK LINE s—s S—s PUBLIC SANITARY SEWER UNE W-8 PUBLIC WATER LINE ST -- ST -- ST PUBLIC STORM SEWER l PUBLIC 6 SIDEWALK O PUBLIC SANITARY SEWER MANHOLE (� UE UE UNDERGROUND ELECTRIC k'.:;' ': :`' • EXISTING SIDEWALK PROPOSED BUILDING PROPOSED PRIVATE STORM --- --- — SILT FENCE INLET PROTECTION CONSTRUCTION EXIT EROSION & SEDIM TT CONTROL PLAN REVIEWEDEOR,; COMPLIANCE SEP G'52013 C'O�_E G E S "I AT =NGINEERING SCALE VERTICAL NIA HORIZONTAL 1"=202 PLOTTING SCALE: 1:1 FILE NAME: 12-218 SHEET GRADING CONSfRIICitOrf NOSES, 1. FILL MATERIAL USED 70 ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT' OR WITHIN THE STREET- RIGHT-OF-WAY SHALL I� BE COMPAi TO AT LFJIST 989 OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ToD696). AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONCENT 4X ABOVE THE OPTIMUM MOISTURE U� 0[AREAS OUi510E OF THE STREET' RIGH17OF-WAY SHALL. BE COMPACTED TO 95X OF THE MAXIMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHAH. BE COMPACTED AND "PROOF -ROLLED'. ANY WEAK OR SOFT AREAS IDENTiFIED BY THE "PROOF -ROLLING' SHALL'BE REMOVEI) AND REPLACED. 3. LIANDICAP RAMP SLOPES SHALL NOT EXCEED 1V.12H. PROJECJ BENCHMARK' t'Af 4. IEE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA TBM A v s 5. STRUCIU I'' BACKFILL FOR UTILITY OR STORM DRAIN, TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN W OF ; + R. PAVEMENT OR SIDEWALG IRON ROD -114 SIDEWALK - 3309 TC ,r OD r WIDE CONCRETE FLUME ELEV: 329.85' 6. GENERAL- __ 6. Ei.EVAMO OWNTHE- CONTRAii SHON THE Gti ALL U1NGE PLAN MAY IBE REQNTENT UI TF THE O MATCH ING P NGMIf ROUND JE3EVATiONS�AN-THE gIRUCiU ? t 00.6% _ • . . ; ;i,."".�._ s.= " b L ` THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED 330.10 TC a FOR CONSTJCTION OF THE SITE WORK. R$ 20 10 0 20 7 REFER TO PAVEMENT PLAN FOR PAVEMENT CONSTRUCTION DETAiLS AND NOTES. ." -.. .. ' ��..a•• ; ' SCALE IN FEET B. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS ALL PARKING COT ISLANDS AND AREAS. IADJACEW TO PARKING AND SIDEiNALK AREAS SHALL. RECEIVE. a SANDY TOPSOIL, T a : LOAM PRIOR. TO PLACEMENT OF GRASS SOD OR HYDROMUL(H. a, 333.•- 1r y A ; L / S- ti S -ti 1 LEGEND 9. ILiE DEiENC ON FACltttii MUSE 8E CON5LRUCTID FIRST.`` t '� ,; • ' 4 10. POSITIVE DTiAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL. BE PROVIDED. USE OF INTERCEPTOR DRAiNAGE SWALES OR DRAINAGE PiP r WIDE CONCRETE FL FL 1 A ' 70 TC f P 331.15 7C ! 06 1330.91 FL 331.16 -331.35 331.50 TC v i 331.90 TW 331.40 7W 29.68 a * „ 331.40 TC 331.20 330.30 7P, ' v 331 TC 331.00 TC 1.717W 331.90 R 330 30 330.50 END FLUME 0 r WI CURB OPENI L/330.40 ; `\ 331.60 tCTC 330 a f s ) 330.80' 7P� ` P• �.y P• "� \ 330.35 TP!• L •b•, Y 3310 7C 0 30 7P 330.7 X330.70 TO 33 .90 TO ' 1.70 TW - T `•332-� � � � / ` 33,.10 TW 330.20 TP + v TNG AREA. SYSTEMS 10 ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD - I� 11. THE SELECT FILL PAD SHALL NOT EXTENT) MOND THE FACE OF THE BUILDING FOUNDATION: 12. THE UPPER PORTION OF ALL UiTII EXCAVATIONS SHOULD BE BACKFILLED WiTH PROPERLY COMPACTED CLAY SODS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG" SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERKIR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE- THE PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET' THICK. 13. IAFFER. TO. THE. GEO7ECHNICAL.REPORT: PREPARED. B.Y. OMER ENGINEERING. ENTIMM.."GE07F.CHNiCAL ENGINEERING. STUDY DENTAL CLA le. FOR DETAILED SPECIFICATIONS ON SUBGRADiw PAVEMENT, FOUNDATIONS. ETC. --� . 331.00 7C y ! J BLACK DENTAL OFFICE T �: 1 STORY a 21 BLDG. HT. a / 329.77 TIP q y330.25 TC 330.50 FF = 332.00' 6608 SF 33018 TC 331.78 TW 330.43 TC •-o.• - 330.28 TC 331.65 3TC 330.13 TC a' a � ll 329.32 330. TP Y . a 331:90.7W 331 771.15 7 - p . 15` s .15 330.85 7P 3/16` NOMINAL Ep OND CHEgCER a 0° ,y ANNULAR SPACE PLATE 331.35 7C 33010 iC a 44 .331.65 TC � y- .. .. • :., _ .• v f, 331.65 TC 331.30 TC 329.39 'TP r�i .• •. '_ , 331.90 7W 331.75 TC v • a Y i330.$O �i P,a �.00 TC * '= 6 P' ' ,•4 #4 331.65 331.70 TW . 331AD TW 331 BARS ,vat P ` 337.6Lx TC o 331.00 TC / Q+ \ . ♦ , \` , \� . . \ \ 70 1 1' CU 12" 33 70 TC OPENING .t. M o 1. CONCRETE TO BE THE SAME TYPE (TVP) 330.33Q.7O TC AND STRENGTH AS SIDEWALK. -11 CURE 60 y 329.54 TC W9.70 TC OPENINC330.50 , U9.51) TO + 329.93 W • _ j ,' •, ', 1 I PARKING LUT REVISIONS FOR SIGN I JPS 8/22/13 MARK REVISION BY DATE i ..THE SEAL APPEARING ON THIS ©Q j� DOCUMngin L. •e 1 � n � : � �,, 4 J ENT WAS AUTHORIZED BY �. JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 22, 2013. College. Station, Texas 77845 ISSUED FOR CONSTRUCTION 79.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD JKO JPS 12-218 REV. AUG. 2013 Lv FAM # 12,327 a' % A SCHULTZ ENGINEERING, LLC BLACK DENTAL OFFICE EDELWEISS BUSINESS CENTER LOT 6 BLOCK 4 -COLLEGE STATION, TX rr� SCALE VERTICAi- N/A HORIZONTAL _ "=20 PLOTTING SCALE: 1:1 FILE NAME: 12-2-18 REVIEWED HD COMN� SEP 0 55 '1013 0, F ' ,-.6 COLLEGE STATION ENGINEERING SHEET 329.77 TC •s + R. 3309 TC ,r ? t : , _ • . . ; ;i,."".�._ s.= " 330.10 TC 330.19 TC F" CURB OPEN iiY ." -.. .. ' ��..a•• ; ' 329.97 TO a, - • ' 330 ti. TC 33871. TC 329. TC I I�\3 .s2'zc ` r1 OVERFLOW SP ELEV. 329.47 CCU R38 ENING n P r qa y 9`• DISCHARGE FLOW �'� SIDEWALK2ENCH DRAiN 329.78 TC 329.50 1G 3Z9 329:80 TC;' 329.65 iC :: ST ST ST v X329.701% 29.51} 327Q ->. • � .ec =„..." ' 328 Ri � 329 . 330 330 ... - t Q• � 329 329 •.P • • A .a O •P Qa' • b' ' a 'P • d 'O•'O =• •P .Y, •• P a y' • 0 d '� Q IL 11 R(-j%CK PRAIRIE ROAD 7&-PAVEMEAiT, 9W ROW i 1 I PARKING LUT REVISIONS FOR SIGN I JPS 8/22/13 MARK REVISION BY DATE i ..THE SEAL APPEARING ON THIS ©Q j� DOCUMngin L. •e 1 � n � : � �,, 4 J ENT WAS AUTHORIZED BY �. JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 22, 2013. College. Station, Texas 77845 ISSUED FOR CONSTRUCTION 79.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD JKO JPS 12-218 REV. AUG. 2013 Lv FAM # 12,327 a' % A SCHULTZ ENGINEERING, LLC BLACK DENTAL OFFICE EDELWEISS BUSINESS CENTER LOT 6 BLOCK 4 -COLLEGE STATION, TX rr� SCALE VERTICAi- N/A HORIZONTAL _ "=20 PLOTTING SCALE: 1:1 FILE NAME: 12-2-18 REVIEWED HD COMN� SEP 0 55 '1013 0, F ' ,-.6 COLLEGE STATION ENGINEERING SHEET 20' PUBLIC DRAINAGE & PUE 4261/1BO 15! LANDSCAPE BUFFER HOMEOWNERS ASSOCIATION EASEMENT 4261/160 y CHO EEPONDE8WM & SANDIP PA1EL W ESTATES 1 I MELWEISS WAVES PH 167 I BLOCK 12, LOT 30 BLOCK 12. I 31 ZONED R-1 = R--11 4970/264 11297/242 1 �. - b 15' BUILDING SETBACK \ . �� I STEEL REINFORCING BARS CONCRETE PAVEMENT 6' HIGH WOODEN FENCE PROPOSED p ��d+V�g�� CLEANOUT 4• a : d ,t a'v ai.% i 2' "" NaiafM *E EXISTING 6" X �(+ SEWER LINE 7.5' 'mss r S-6 S-6 ._.}x•33.3-_.••,,,_ ylt � � _ - - rf SEWER SERVICE `,. / / 6" LIME STABILIZED SUBGRADE __1z 78M -"` A _ (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT IRON ROD IN SIDEWALK -'- I E.EV' 329.65' * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN FIRE LANE SiGN ' * 6" PAVEMENT - USE #4 BARS ® 18" O.C.E.W. PROPOSED S" THICK OUMPSIER PAD & 6' * 5" PAVEMENT - USE #4 BARS ® 18" O.C.E.W. ' } WOODEN FENCE , I # DUMPSTER CD PROPOSED,� , GATES f "TYPICAL. CONCRETE PAVING SECTION 5' SIDEWALK ✓ / {} STING DRIVEWAY N.T.S. _. S. 6 ^ S-8 12'�7 4ROA7 DEPTH -39' 'a +� DECORATIVE --EY 8' WATER LINE PARKING ISLAND PAVING i ` t ' W/ DECORATIVE PAVING 194 SF a T T my 55' PRIVATE I] ACCESS EASEMENT 12 X18" REFLECTNE FINISH METAL SIGN SIDEWALK TRENCH 4261/i80 RESEBRVED DRAIN `> . j v. PARKING ❑ �. \" PARKING 2175LAND ► t 's I ` ' mc 2 5F .23'1 \\ PROPOSE) \ \ FIRE HYDRANT r r 6•p pip - EYP.'• i 12"39' REFLECTIVE FINISH METAL SIGN SIDEWALK �► II'V -PROPOSED 6' vut 1' WATER METERS w 7 '� & i' WATER SERVICES , W SIDE STREET BUILDING SETBACK 2x2 GALVANIZED STEEL TUBE COLUMN / ge !'-332 i .}.2 I SET IN CONCRETE FOOTING. PROVIDE _.. \. i + GALVANIZED sTT>;I. CAP WELDED TO --• �+� m 16, IIIIC BLACK DENTAL OFFICE ROv TOP OF TUBE, PAINT TUBE AND W. ► ACCESSIBLE 7 UTE Z WIDE 1 STORY -- - l - SIDEWALK a a t CONCRETE ro x . t t FLUME TRENCH BLDG. HT. Q_ Z , DRANK i FF = 332.00' 'y y # I t 6608 SF J .. ��, m M r I I NOTES,9 T, 1'a i ? 3" L a� 1. ALL. CHARAOMM MUST BE 60" N A�' y ' MINIMUM ABOVE GRADE OR SIDEWALK. IIIA REAL ESTATE LLC +�+( �7 { ADA SIGN DETAIL E0E1BLOCK 4 LOT 5 BUSINESS CENTER t1{ BIKE RACK-,, d Y ( y N.T.S. ZONED 0 7947/241 i'IISLAND �-PARKING ,. ■ + .: `. `\ {Ori{� .Lee"✓"" !!! 203 SF ' ' rte- �r �� •"'__' • +Y \ / iii tt[[[[JJl .DV• PROPOSED -,;V/ RSI+ 1 a ADA SIGNAGE 8• a / - l 1t'` -."-VAN ACCESSIBLE y ROPOSEDSPACE 1 F _ 5' SIDEWALK �{ DESKMTM t� 7 •# z © ACCESSIBLE ,,. 10' PARKING r�PARKM ACCESSi r� �V/-�r PROPOSED - • SIDEWALK ROUTE },(� ? ro N^' tGn SETBACK V 1 6' EDEWALK TRENCH DRAIN .:• ,e� x 1 ONLY s N •v e a 1. SIGN SHALL COMPLY WIiH THE CoCS. ,Q PARKING ISLAND 9' \'w \ -y o • r , l FIRE SERVICE STANDARDS. 180 SF' P RK1NG INTERIIOSLAND �_t� w p• FIRE LANE SIGN DETAIL 1DB4 SF N.T.S. 1 • . P, + FIRE LANE MARKINGS p 7 W PARKING SPACES�,? ". 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH IRRIGATE ,,4�` o (4") WHITE LETTERING STATING -FIRE LANE - NO PARKING - TOW AWAY SLEEVES ARKING ISLAND ZONE'. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. 1861 SF EXISTING FERE LIST P. 2-3" (EYP.) r C a 2. A SIGN TWELVE INCHES 12 WIDE AND EIGHTEEN INCHES 18 IN HYDRANT SEE i Tt {.'<. ' rTt b INSET A) (z_ i 14 p � - t' '` .• ¢ 10' PUE HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH '� 4 1 � ii { 3 y 1r {< `'�: ,C ° ENTRANCE TO THE PROPERTY AND AT E 88' PRIVATE DRAINAGE Tr .- 1 '' � w""'' t'" � 426//180 THE. LOCATIONS SHOWN. SUCH SIGNS & ACCESS EASEMENT "xt�'' fLs �mrs�r -qz _= u � r r �-� :v tee: r,.�z �t A,p. tr SHALL BE TWELVE INCHES (12' WIDE AND EIGHTEEN INCHES HIGH. WITH A 4261/180 FIRE LANE SIGN .,J 9.- 9 PARKING SPACES _ s° COMPANION SIGN TWELVE INCHES (12') WIDE AND SIX INCHES (6-) HIGH Sz PARKING ISLAND STATING 'COW AWAY ZONE'. SUCH SIGNS SHALL BE PAINTED ON A WHITE 25' PUE 185 SF 'P� �y S RI+LS• EXISTING BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. 4261/180 ,� iYP. y ; ; Y / ELECTRICAL BOX y PROPOSED SIGN ST ST ST -- -- ST 1.9' -4 ARKING ISLAND ` 25' BUILDING SETBACK •// _ 290 SF TO ADJACENT LOT PARKING • TION POND 57 01'w r� 4' WIDE CONCRETE FLAME ti ' * PRAIRIE 70' PAVEMENT, 90' ROW 20 10 0 20 SCALE iN FEET Engineering, THE SEAL APPEARING OND THIS DOCUMENT WAS AUTHORIZED BY kitr3humitz JOSEPH P. SCHULTZ. P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 26, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD JKO JPS 12-218 REV. AUG. 2013 LOB' �}-� EXISTING CONTOUR e AT EACH END PLAT BOUNDARY IL -1'4II<_•il)fi {{I I fil r f --i f ,,r - � �.I-� r -�-1'i -. I �t _ I � �I-�z 811 i fr_?I�;{�:j - i f ,1- PUBLIC UTILITY EASEMENT LINE -- PROPOSED PUBLIC ACCESS EASEMENT 1 I - 24 YI�•t S -s S -s PUBLIC SANITARY SEWER LiNE i=i f ; f I_._..._ 4 15"-► 1 PARKING LOT REVISIONS FOR SIGN JPS 8/22/13 MARK REVISION BY DATE 20 10 0 20 SCALE iN FEET Engineering, THE SEAL APPEARING OND THIS DOCUMENT WAS AUTHORIZED BY kitr3humitz JOSEPH P. SCHULTZ. P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON AUGUST 26, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD JKO JPS 12-218 REV. AUG. 2013 LOB' �}-� EXISTING CONTOUR e AT EACH END PLAT BOUNDARY IL -1'4II<_•il)fi {{I I fil r f --i f ,,r - � �.I-� r -�-1'i -. I �t _ I � �I-�z 811 i fr_?I�;{�:j - i f ,1- PUBLIC UTILITY EASEMENT LINE -- PROPOSED PUBLIC ACCESS EASEMENT 1 I - 24 YI�•t S -s S -s PUBLIC SANITARY SEWER LiNE i=i f ; f I_._..._ 4 15"-► 6' 30" MiN- _:� 6" [=30' MIN 6"'•+ 15'-a-{�3! BIKE RACK DETAIL N.T.S. ®� #4 BARS NOTE' ALL CURBS 6" iN HEIGHT UNLESS NOTED OTHERWISE 0=-3/*" x 18' SMOOTH TYPICAL CURB DETAIL EXPANSION DOWELS N.T.S. i PAFV= ANALYM REQUIRED PARKING: 6608 SF OF DENTAL OFFICE 1 SPACE PER 200 SF 34 SPACES _ 34 SPACES REQUIRED TOTAL 2 HANDICAP SPACE REQUIRED 9' WIDTH, 18' LENGTH TYP. PROPOSED PARKING: 38 SPACES PARKING 2 SPACE HANDICAP PARKING 40 SPACES TOTAL WATER DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 10 GPM MAXIMUM (PEAK) 40 GPM 1" DOMESTIC WATER METER 5ANITARY SEWER QEbdANp (0 90% of WATER DEMAND) AVERAGE 9 GPM MAXIMUM (PEAK) 36 GPM 6" SANITARY SEWER UNE ® 1.04% MIN. SLOPE FIXTURE UNITS = 48 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK PROTECT BENCHMARK _ TBM A IRON ROD IN SIDEWALK ELEV: 329.85' SITE FCI�iC NOTES: 1. THE OWNER OF THE PROPERTY IS BLACK FAMILY REAL ESTATE. THE SUBJECT PROPERTY IS LOT S. BLOCK 4 OF THE EDELWEISS BUSINESS CENTER. PROPERTY IS ZONED 0. 2. THE 019URBED AREA FOR THIS PROJECT IS 1.0133 ACRES (44.997.5 SF). 3. REFER TO GRADINGPLAN FOR PROPOSED CONTOURS. 4. DRAINAGE #NFORMA ON AND DETAILS WILL. BE PROVIDED ON THE DRAINAGE PLAN do DRAINAGE REPORT: 5. LANDSCAPING AND 'IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 7. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VB OF 6,608 SF IS 2,250 GALLONS PER MINUTE. TWO FIRE HYDRANTS ARE REQUIRED. THE EXISTING HYDRANT & 1 PROPOSED HYDRANT WILL BE SUFFICIENT. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM. 8. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 9. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY. TEXAS AND INCORPORATED AREAS. COMMUNITY N0, 480083. PANE. NO. 0310E. MAP NO. 48041CO310E EFFECTIVE DATE: MAY 16, 2012. 10. ALL RADiI AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 11. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. 12. ALL UTILITY LINES {WATER, GAS, SANITARY SEWER. VERIZON• STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 13. BUILDING SETBACK 'LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE 14 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WLTNIN 15V OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 15. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDM 16. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN- FOR PRIMROSE SCHOOL PROJECT. CSU ELECTRICAL CONTACT: GIL SETT MARTINEZ ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES PH: 979-764-6314 17. THE DUMPSTER EN LOSURE SHAH BE A 6' TALL WOODEN FENCE• THE DUMP -BIER AREA SHALL. BE 12' x 12' NOT INCLUDING ANY BOLLARDS. 18. ANY EXPOSED CONCRETE OVER 6' IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE; BRICK, OR OTHER AL AS APPROVED BY THE ADMINISTRATOR, INCLUDING THE DETENTION POND OUTLET STRUCTURE. 19.DUMPSTER GATE Sl ALL OPEN 180 DEGREES. A 6' CLEARANCE FOR CURB SHALL BE PROVIDED. 20. THIS PROJECTT IS t 3CATED WITHIN THE GRAHAM ROAD IMPACT FEE AREA• THE FEE WILL, BE DUE AT THE TIME THE ul 21. iN THE EVENT THAT THE SIGN MUST BE ALTERED OR REMOVED TO PROVIDE ACCESS TO THE PUE, IT WILL BE THE PROPERTY OWNER'S RESPONSIBILITY TO RECONSTRUCT OR REPLACE THE SIGN WITHIN THE PUE. N I 1. THE CONTRACTORSHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF ME- UTILITY COMPANIES 48 HOURS -IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: 1 (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS 979) 595-2429 VERIZON: 979) 821-4770 2. TT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE VMTEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT ttiOM LEAVING THE PROJECT SITE THiS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE Curve Table AS NECESSARY. CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR C1 39.94' 1 25.00' 091'31'56' 1 25.68' 1 35.112' 1 S06 -11.03-W SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SiTES. 5. PERMANENT VEGEr ON WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING A ID SEEDING ALL DISTURBED AREAS. S. ALL CONSTRUCTIM SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS ):DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCITOt SHALL COMPLY WITH OSHA STANDARD 29 CFR'PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. S. THE CONTRACTOR 'MALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. S. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE 10, CONTOURS SHOWN ARE FROM FIELD SURVEY DATA 11. EXTERIOR BUILDiNGIAND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE HT SOURCE SHALL. NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL. DIRECTLY LEGEND PROJECT LIGHT HOPE'S NTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSSPROPERTY LINE. PLEASE N07E THAT COMPLIANCE WITH THiS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING4T AND CERTIFICATE OF OCCUPANCY. - - 310 - - - EXISTING CONTOUR TOTAL PLAT BOUNDARY - -- ROW LINE ISLAND EDGE OF PAVEMENT LINE INTERIOR LOT LINE AREA S.F. - --- - PUBLIC UTILITY EASEMENT LINE -- PROPOSED PUBLIC ACCESS EASEMENT - - - - PRIVATE DRAINAGE EASEMENT 1 BUILDING SETBACK LINE S -s S -s PUBLIC SANITARY SEWER LiNE W-8 PUBLIC WATER LINE ST ST - ST PUBLIC STORM SEWER s -s S -s PROPOSED SANITARY SEWER LINE w w PROPOSED WATER LINE PUBLIC 6' SIDEWALK O PUBLIC SANITARY SEWER MANHOLE UE UE UNDERGROUND ELECTRIC s EXISTING SIDEWALK PROPOSED BUILDING _. :._ ... :,.......: DRAINAGE FLUME ----------------- ACCESSIBLE ROUTE VLH - VEHICLE LAY OF HOSE LANDSCAPE ISLANDANALYSIS: TOTAL PARKING: 40 SPACES PERIPHERAL PARKING: 21 SPACES INTERIOR PARKING: 19 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 19 SPACES X 12 = 228 SF INTERIOR LANDSCAPE ISLAND PROVIDED = 724 SF INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL ISLAND ISLAND _ AREA INTERIOR AREA S.F. REQUIRED S.F. ISLAND AREA PROVIDED S.F. 1 1084 360 724 EDELWEISS BUSINESS CENTER LOT d BLOCK 4 - COLLEGE STATION, TX 11.1allOR:ii VEHICLE LAY OF 1 HOSE 300' - 1 ADh6 OCRPRA ffi6 R EXISTING FIRE HYDRANT INSET A _ N.T.S. EI E FOS SE 0�� BLACK DENTACJ COLLE113E S 10 OFFICE mAp ENiEE 219 ROCK PRAIRIE ROAD BLOCK 4, LOT 6 ED3-WBB3 BUSNM CealM tOW Act CRAWFORD BURNET LEAGUE, A-7 •'�, COLLEGE STATION, BRAZOS COUNTY, TEXAS NOVEMBER 2012 SCALE: 1 "=20' REV. AUGUST 2C �a M=lf E SER-- _..< SURVEYOR: C E ( BRAD KERR, RPIS NO. 4502 4 0 VAQi IRT) I KERR SURVEYING, LLC PROJECT(, 0 ON 409 N. TEXAS AVENUE LOCATIO% Ii O• �C 1 t� r BRYAN. 7X 77803 (979) 268-3195 ` on1 M� i ENGINEER: GOIL Lt: j i- • 0�_ E � SCHULTZ ENGINEERING, LLC. NOT TOS IAL VELOPM � .� 0 ._- ��ii _ PO BOX 11995 �9 � COLLEGE STATION. TX 77$42 F! (979)764-3900 SCALE VERTICAL N/A HORIZONTAL PLOTTING SCALE: FILE NAME: 12-2-18 SHEET " Oa {r i( • �C '3[ 11 n _