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HomeMy WebLinkAboutDrawings1 �:�NoTEs• •�.-•- 3 3 - t ` ' ._.5 AND! VERTICAL 1 r z 3 WITHIN THE PROJECT AREA, WHETHER PURPOSE OF REVI W PLANS OR NOT, AT LEAST 48 HRS. PRIOR Ir 110 t T, d 1-800-DIG-TESS. C C ALL LICENSE 0. LAZA P.E., NRA 2. At RADII BACK OF LEGENDf.rF } U I' (CURB FOR BIDDING OR WORK IS TO BE DONE IN CONFORMANCE CONSTRUCTION JBRYAN / COLLEGE STATION 2009 STANDARD 1 �:�NoTEs• •�.-•- 3 3 t ` ' ._.5 AND! VERTICAL 1 r z 3 WITHIN THE PROJECT AREA, WHETHER PURPOSE OF REVI W PLANS OR NOT, AT LEAST 48 HRS. PRIOR Ir TO ANY CONSTRUCTION. FOR ANY t T, 1-800-DIG-TESS. C C ALL LICENSE 0. LAZA P.E., Y 2. At RADII BACK OF 65923, ON 3-10-- 0 AND DISTANCES ARE MEASURED TO THE IT UNLESS OTHERWISE NOTED. IS NOT TO BE USED } U } (CURB FOR BIDDING OR WORK IS TO BE DONE IN CONFORMANCE CONSTRUCTION JBRYAN / COLLEGE STATION 2009 STANDARD SPECIFICATIONS PURPOSES. FOR STREETS AND SIDEWALKS, UNLESS OTHERWISE NOTED. 4. ALL UTILITY G.T. STORM � i BENCEIMARK LOCATION R, ETC.) SHOWN ARE TAKEN FROM o 0 RECORD INFORMATION BASED `- _ I r F(ACROSS STREET 1 �:�NoTEs• 1 ` ' AND! VERTICAL 1 SERVICE LINES SHOWN ON WITHIN THE PROJECT AREA, WHETHER PURPOSE OF REVI W PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. FOR ANY ONLY U CONTRACTOR ISR UNDERTHE ABLE AUTHORITY OF KENT M. IDAMAGE DONE TO EXISTING FACILITIES. TIES. 1-800-DIG-TESS. C C ALL LICENSE 0. LAZA P.E., 2. At RADII BACK OF 65923, ON 3-10-- 0 AND DISTANCES ARE MEASURED TO THE IT UNLESS OTHERWISE NOTED. IS NOT TO BE USED } U 3. All SITE WITH ( THE (CURB FOR BIDDING OR WORK IS TO BE DONE IN CONFORMANCE CONSTRUCTION JBRYAN / COLLEGE STATION 2009 STANDARD SPECIFICATIONS PURPOSES. FOR STREETS AND SIDEWALKS, UNLESS OTHERWISE NOTED. 4. ALL UTILITY G.T. STORM LINES (WATER, GAS, SANITARY SEWER, Z SEWER, .01 BEST I AVAILABLE ETC.) SHOWN ARE TAKEN FROM o 0 RECORD INFORMATION BASED `- CONSTRUC�IION FROM ICITY ON UTILITY MAP DOCUMENTS OBTAINED BY N pp O & INDEPENDENT AGENCIES AND/OR ABOVE � EVIDENCE. SHOWN POSITIONS MAY NOT to m I AS -BUILT CONDITIONS. ¢ 1 1 (R u 5. ALL CONCRETE • • PAVEMENT DEPTHS ARE 5'. M 0 6. LANDSCAPING Q AND IRRIGATION DESIGN & ANALYSIS w Z Z WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION Q Q PLANS': : 0 r(s s l , t 1 \ pi 1 � 'E'l 43 1 0 0 a, 7. THE TYPICA L BACK OF CURB RADIUS IS 2.5 UNLESS EXISTING NOTED I OTHERWISE. STAIRWELL 8. ALL; ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW ISOLATED 0 AS NOT TO BE VISI OR STANDARD CURB BLE FROM ANY PUBLIC RIGHT -OF AY OR I I RESIDENTIAL DISTRICT WITH. 150 OF N4896.6505 THE S BJE T LOT, MEASURED FROM A POINT 5 FEET PROPOSED » BC E5194.6410 ABO DE GN GRADE. S `��I UCH SCREENING SHA l BC 4 THICK. (MIN) REINFORCED LL BE 1 �, _ BC _ BICYCLE RAC GOOK �NA DWI BC 353.77 353.76 BC gC KS CONCRETE SIDEWALK NTH THE BUILDING ARCHITECTURE " 1 353.83 SEE GENERAL CON i RE AND 353.79 353.75.: 353.73 NOTE 11 CRETE CURB (3i�O0 PSI, 28 -DAY STRENGTH SCALE TO AINTAIN A UNIFIED APPEARANCE. 1 ., v r2 .._ U u^ 1 Y. � t .� MAX ty 5,..-. �„ l Z _ TP �- - <{. � TE _ � 0 BUILDING ,a L _ .. ,�..:... .f x_, .., . y.. �,, � ._ .. AND SITE �,.,. LIG to a� r {. ti A LIGHTING WILL L .�. 1131", EET a f _., ... ,, � , . __ _. ,.-,. 353. LLr:.." .,. .....,,,,.,.0. ,„ _ 33 ._�,,. .r�...rt.,,�. ..,�..,.�..k0,10 �., .yCTHE STAjrOF SE TI,rr: .r., ra. :G Di ,�.. �,b .~~ z .� N 0THEN4 �,frz ,4 . � UNI4964 +� , ,F 7 . r 5y€.... -.z. N �,,..,..^-,..... 1� iG .:t. zd .cF 5. , � . ,:v: ..arz. 4 . ir. ,x g7d - .....,.. ,.., f .. .. � �... a. . , .• - .. , +,,.,,.. r ,.. M..}ar.:..,tr.:n.k - DEVEIQFIED PME T ORDINANCE. 1 E5125.8120 ,�.,�f:, �',vx,. , .. •:.. <.:; . • :..• : '. . • � ..». .. 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W w Lj BC 353.69`' CURB &CONCRETE SIDEWALK rz 1 353.75 353.25 - 1�fi EXPANSION �, CROSS SECTION 353 5 BC BC yy- ! JOINT 353.8TP TP 353.69 353.85r ON W 1 ' '0 r NTS P NT TR N f 353.24 +r _ 1. ALL ONCRETE FOR PAVEMENT CONSTRUCTION _0 _0 ! TP 15 (TYP.) TP•, SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE W / TP r PLANS ND SHALL HAVE - 353.2a 353.19 353.19 TP t �ir' � A MINIMUM 28 DAY I- - 353.30 353.18 �` 353.35 <r: o �o p 353.17 353.19 TP COMPR SSIVE STRENGTH OF 4000 PSI. THE MAXIMUM `_ N BC 353.18 TP TP PERCE AGE OF FLY ASH REPLACEMENT OF PORTLAND 4 1 354.29 TP TP: {a6 D EXISTING lx CEMEN SHALL BE 20 PERCENT BY WEIGHT. STAIRWELL«R,x; I 1 ?u 2. REI OR ING STEEL SHALL BE GRADE 60 (60,000 O c K 'Ssf PSI Z 353.79 �r �,': I y. TP MATCH EXISTING �L 353.19 353.24 t ;f TP TP TP nr 353.32 3. FILL A RIAL USED TO A PAVEMENT EDGE 353.33 ACHIEVE GRADE IN 1_ n,x :E AREAS TP TO RECEIVE, PAVEMENT SHALL B E COMPACTED TO AT cli LANDSCAP SLEEVE 1 I ,t� , OF THE MAXI ,: LEAST 95� MAXIMUM DRY DENSITY AS; 1 SECTION OF �:� �_ r I. �,w BG N DETERMINED BY THE STANDARD PROCTOR TEST It '' BUILDING WALL �� 353.6 xr _ ASTM R/ 1 �.r..r. , S 3 BC 353.74 e+ke BC » ( w 1-ae -I-tB mrn. TO BE REMOVED guy �Q- ts» D698), IAT A', MOISTURE CON 53.13 353.18 3 . --I-.s -I TENT FROM 2% BELOW T °p u TP 355.12 353. O rn O: 353.61 EX TP TP 353.18 82 ' &EXP Y 353.28 49e ABOVE THE OPTIMUM ti z, 1 \ MOISTURE CONTENT, w ,.• TP TP ti AND SIDEWALK TO 4 WIDTHS 353.17 TP 353.59 ___ . >r �,.,�,,.,� O N (f .� :., 4. THE SUBGRA > o r _. - _ _ :1, ._. DE BENEATH THE CON R X `"� C ETE SIDEWALKS to u .,kms 1 «.�,. .9.. - n Qi r SHALL BE COMPA - n w 353.61 BC Qr- _ .�.., - ,, I _ CTED A >, � cfl m ND PROOF .ROLLED . A - , » _ NY w I WEAK 0 S ca _ BC 353.68 353.31 4 , : „ . 1 ARE ^ _.. 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SEE N �� TP TP LANDSCAPE PLAN, �.,,, M SHEET L1. / 4 SIDEWALK BC TO BE ADDED 353.20 TP 353.75 _ ! `" TP TP 353:25 � 3 BC N4825.3317 -35 353.14 353.67 E5148.3246 TP BC 353.77 53.17 tf �.. 'N '�-$o--- s.4 ,:: I.ns•- ,t l ,, ✓,; rl r , a t t -'r, s '.7 f -n-. 353.19 K'` r , r ...:.. . ,i i ,, .. u,.:.. r.t+�" :.f,.,s ,..t ..ln 5.. ,...,af •, :ii,�s.,� .-.<. 1( ,:. e r, . h S s,ti.e 't-' . s e.:, - 1,3 }aL.., 4u` t �L r{:,i .✓,:. rL .c". Gv _ni...a .-;�t�',`.: _ r .r n -:s Y a .A-10tr.:t�t' a; - TP TP _ z 353.8 TP TP 353.17 353.27 VICINITY W Ll --- LL LLLLLLL c TY MAP G ! ,1 353.20 353.211 353.67 a 1 1 TP BC 0 SECTION OF BUILDING WALL �h� 353.75 i n TO BE REMOVED rr , TP 353.28 r� j L.IJ & EXPAND SIDEWALK TO 4' WIDTH 353.2'9Tp TP TEXA �, ..,.:. M,. .n" i...n it. � r. �,i,�.7µ. .,. ,."'�:.. -. .,. ._... ,. ... I -.rt+, �.::sY ,., ��- .. .^?1F-„rrrr'� .r. ,..,.. ,.. 2-.•l, ,.. .. y __ y _ ., ... - 1 ur' �,..,,.-., .?., _..•Ni x. -C� .:'" Vrs �.- 3-' t:+' G ...r,.x' '+..z =. 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I 353.80 . - Cn Q W STANDARD CURB �- t { , TEXAS A& O W - NIVERSITY CL 0 --' / saki i l y, 0 PROJECT W LOCATION t `r� A DEL CASA DEL S O L rS(�L APARTMENTS M T il, r F APARTMENTSTAUUBDIVISION BLOCK 1, LOTS 4-9 SCALE: 1 "=10' ZONED NG -3 0.371 AC , RES I' 401 STASNEY SHEET COLLEGE STATION BRAZOS COUNTY, TEXAS Y f} I' MARCH 2010 OWNER/DE OPER-! ENGINEER: i MDI PROPERTIES, S, INC. CIVIL DEVELOPMENT. LTD. 401 STASNEY 2033 HARVEY MITCHELL PKWY SOUTH COLLEGE STATION, TX 77840 i,,..k• COLLEGE STATION, TX 77840 (979) 696-4355 (979) 764-7743 I �:�NoTEs• 1. CONTR THIS DOCUMENT ACTOR IS TO VERIFY THE EXACT LOCATIONIS AND! VERTICAL POSITIONING OF EXISTING UTILITIES AND RELEASED . FOR TH SERVICE LINES SHOWN ON WITHIN THE PROJECT AREA, WHETHER PURPOSE OF REVI W PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. FOR ANY ONLY U CONTRACTOR ISR UNDERTHE ABLE AUTHORITY OF KENT M. IDAMAGE DONE TO EXISTING FACILITIES. TIES. 1-800-DIG-TESS. C C ALL LICENSE 0. LAZA P.E., 2. At RADII BACK OF 65923, ON 3-10-- 0 AND DISTANCES ARE MEASURED TO THE IT UNLESS OTHERWISE NOTED. IS NOT TO BE USED 3. All SITE WITH ( THE (CURB FOR BIDDING OR WORK IS TO BE DONE IN CONFORMANCE CONSTRUCTION JBRYAN / COLLEGE STATION 2009 STANDARD SPECIFICATIONS PURPOSES. FOR STREETS AND SIDEWALKS, UNLESS OTHERWISE NOTED. 4. ALL UTILITY G.T. STORM LINES (WATER, GAS, SANITARY SEWER, Z SEWER, .01 BEST I AVAILABLE ETC.) SHOWN ARE TAKEN FROM o 0 RECORD INFORMATION BASED `- CONSTRUC�IION FROM ICITY ON UTILITY MAP DOCUMENTS OBTAINED BY N pp O & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD REPRESEN EVIDENCE. SHOWN POSITIONS MAY NOT to m I AS -BUILT CONDITIONS. ¢ i m 5. ALL CONCRETE • • PAVEMENT DEPTHS ARE 5'. M 0 6. LANDSCAPING Q AND IRRIGATION DESIGN & ANALYSIS w Z Z WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION Q Q PLANS': : 0 0 0 a, 7. THE TYPICA L BACK OF CURB RADIUS IS 2.5 UNLESS EXISTING NOTED I OTHERWISE. STAIRWELL 8. ALL; ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW ISOLATED 0 AS NOT TO BE VISI OR STANDARD CURB BLE FROM ANY PUBLIC RIGHT -OF AY OR I I RESIDENTIAL DISTRICT WITH. 150 OF N4896.6505 THE S BJE T LOT, MEASURED FROM A POINT 5 FEET PROPOSED » BC E5194.6410 ABO DE GN GRADE. S `��I UCH SCREENING SHA l BC 4 THICK. (MIN) REINFORCED LL BE 1 �, _ BC _ BICYCLE RAC GOOK �NA DWI BC 353.77 353.76 BC gC KS CONCRETE SIDEWALK NTH THE BUILDING ARCHITECTURE " 1 353.83 SEE GENERAL CON i RE AND 353.79 353.75.: 353.73 NOTE 11 CRETE CURB (3i�O0 PSI, 28 -DAY STRENGTH SCALE TO AINTAIN A UNIFIED APPEARANCE. 1 ., v r2 .._ U u^ 1 Y. � t .� MAX ty 5,..-. �„ l Z _ TP �- - <{. � TE _ � 0 BUILDING ,a L _ .. ,�..:... .f x_, .., . y.. �,, � ._ .. AND SITE �,.,. LIG to a� r {. ti A LIGHTING WILL L .�. 1131", EET a f _., ... ,, � , . __ _. ,.-,. 353. 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EX TIN REMOVED AND CONCRETE MUST BE Z fii 11 REPLA ED �O INSTALL LANDSCAPE SLE 0 COMPACTED SUBGRADE 2" SAND CUSHION EVES AND !r xr IRRIGA ON INES. W 3 3.25 rP 1 353.23 353.20 353.20_- - (AS NECESSARY) ( ) 353.1 z v .w # - O o 1 B„ T TP TP TP 4 DOWELS 1® 18 SPACING ON CENTER W 333.75 TP Y=1r• WHERE SIDEWALK ABUTS CURB 11. A INIM' M OF ONE BICYCLE PARKING SPACE MUST o F _ - - - 353.19 BG BE PR VIDE PER DWELLING UNIT, UP TO 20 SPACES. W w Lj BC 353.69`' CURB &CONCRETE SIDEWALK rz 1 353.75 353.25 - 1�fi EXPANSION �, CROSS SECTION 353 5 BC BC yy- ! JOINT 353.8TP TP 353.69 353.85r ON W 1 ' '0 r NTS P NT TR N f 353.24 +r _ 1. ALL ONCRETE FOR PAVEMENT CONSTRUCTION _0 _0 ! TP 15 (TYP.) TP•, SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE W / TP r PLANS ND SHALL HAVE - 353.2a 353.19 353.19 TP t �ir' � A MINIMUM 28 DAY I- - 353.30 353.18 �` 353.35 <r: o �o p 353.17 353.19 TP COMPR SSIVE STRENGTH OF 4000 PSI. THE MAXIMUM `_ N BC 353.18 TP TP PERCE AGE OF FLY ASH REPLACEMENT OF PORTLAND 4 1 354.29 TP TP: {a6 D EXISTING lx CEMEN SHALL BE 20 PERCENT BY WEIGHT. STAIRWELL«R,x; I 1 ?u 2. REI OR ING STEEL SHALL BE GRADE 60 (60,000 O c K 'Ssf PSI Z 353.79 �r �,': I y. TP MATCH EXISTING �L 353.19 353.24 t ;f TP TP TP nr 353.32 3. FILL A RIAL USED TO A PAVEMENT EDGE 353.33 ACHIEVE GRADE IN 1_ n,x :E AREAS TP TO RECEIVE, PAVEMENT SHALL B E COMPACTED TO AT cli LANDSCAP SLEEVE 1 I ,t� , OF THE MAXI ,: LEAST 95� MAXIMUM DRY DENSITY AS; 1 SECTION OF �:� �_ r I. �,w BG N DETERMINED BY THE STANDARD PROCTOR TEST It '' BUILDING WALL �� 353.6 xr _ ASTM R/ 1 �.r..r. , S 3 BC 353.74 e+ke BC » ( w 1-ae -I-tB mrn. TO BE REMOVED guy �Q- ts» D698), IAT A', MOISTURE CON 53.13 353.18 3 . --I-.s -I TENT FROM 2% BELOW T °p u TP 355.12 353. 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I 353.80 . - Cn Q W STANDARD CURB �- t { , TEXAS A& O W - NIVERSITY CL 0 --' / saki i l y, 0 PROJECT W LOCATION t `r� A DEL CASA DEL S O L rS(�L APARTMENTS M T il, r F APARTMENTSTAUUBDIVISION BLOCK 1, LOTS 4-9 SCALE: 1 "=10' ZONED NG -3 0.371 AC , RES I' 401 STASNEY SHEET COLLEGE STATION BRAZOS COUNTY, TEXAS Y f} I' MARCH 2010 OWNER/DE OPER-! ENGINEER: i MDI PROPERTIES, S, INC. CIVIL DEVELOPMENT. LTD. 401 STASNEY 2033 HARVEY MITCHELL PKWY SOUTH COLLEGE STATION, TX 77840 i,,..k• COLLEGE STATION, TX 77840 (979) 696-4355 (979) 764-7743 I W-6 6 6 6 vv— --A-6 RRIGATION �METER THIS DOCUMENT IS jl RELEASED FOR THE PURPOSE OF REVIEW _ST 'PAWAVAIG ONLY UNDER THE EA 7 ING AUTHORITY OF KENT M. LAZA P.E., LICENSE NO. 65923, ON3 10—jCi EXISTI G IT IS NOT TO BE USED WA 11FR CONSTRUCTION a FOR BIDDING OR 0.1 "';11 0"Iffi—AN M Bg ME R .4 r- 0 - a -Z Me - "Mm tU MINE PURPOSES. Casa Del oil Apirtments z Landscap2 ReqUire hents Requirements I. btNbUK OR EQUIVALENT) REDUCED PRIES U:'E BACK FILOW Area (ac) Area (s� PoirRe s N Plant Quantity Value A .Landscaping. —0. 182 7,945 _W_ 1" IRRIGATION LI v ald Cypress 2 300 600 • CANOPY TREE (BA M FRedjTipped IA II Photinii-I 12 10 120 mT V Grass (seeded) M CAVA DEL S�JL 720 �/—n//� -U Total Required l 38 1 II 1 Total Proposed 1 7201 LLJ ) Lli Z z Casa Del oil Apirtments z Landscap2 ReqUire hents Requirements I. btNbUK OR EQUIVALENT) REDUCED PRIES U:'E BACK FILOW Area (ac) Area (s� PoirRe s N Plant Quantity Value Total .Landscaping. —0. 182 7,945 _W_ 1" IRRIGATION LI 38 ald Cypress 2 300 600 • CANOPY TREE (BA M FRedjTipped IA II Photinii-I 12 10 120 mT Grass (seeded) M CAVA DEL S�JL 720 �/—n//� -U Total Required l 38 1 II 1 Total Proposed 1 7201 �-d . .... jl�iwpggkp; ............. 0 la LANDSCAPE SLEEVES Ma job, LANDSCAPE METER z MASTER CONTRO, T VALVE (RAINBIRD ESP-''I,T W/WE6E1 I. btNbUK OR EQUIVALENT) REDUCED PRIES U:'E BACK FILOW DEVICE (FL RP E OR EQU 1 LE� N "to O Z Z HEAD T _W_ 1" IRRIGATION LI V) • CANOPY TREE (BA M RED TIPPED PH C IA II V) mT M CAVA DEL S�JL �/—n//� -U Lij LLJ ) Lli Z z 10, 5 0 10 — I _:?; 0 6 K21 0_j SCALE IN FEET APARTMENT 0 cl Uj W 0 a Q_ �-d . .... jl�iwpggkp; ............. 0 la LANDSCAPE SLEEVES Ma job, LANDSCAPE METER MASTER CONTRO, T VALVE (RAINBIRD ESP-''I,T W/WE6E1 I. btNbUK OR EQUIVALENT) REDUCED PRIES U:'E BACK FILOW DEVICE (FL RP E OR EQU 1 LE� N "to POP UP SPRINKLE Z HEAD DJUSTABLE NOZZLE _W_ 1" IRRIGATION LI • CANOPY TREE (BA CYPRESS) RED TIPPED PH C IA II CAVA DEL S�JL �/—n//� -U ) 10, 5 0 10 VAN IN" SCALE IN FEET APARTMENT 0 Uj 0 LANDSCAPE &IR R GATT N, LEGEND V) �-d . .... jl�iwpggkp; ............. 0 la LANDSCAPE SLEEVES Ma job, LANDSCAPE METER MASTER CONTRO, T VALVE (RAINBIRD ESP-''I,T W/WE6E1 I. btNbUK OR EQUIVALENT) REDUCED PRIES U:'E BACK FILOW DEVICE (FL RP E OR EQU 1 LE� N 1 BALL VALVE POP UP SPRINKLE Z HEAD DJUSTABLE NOZZLE _W_ 1" IRRIGATION LI • CANOPY TREE (BA CYPRESS) RED TIPPED PH C IA II 0- > 0 LL_ LiJ ci Li ry Uj V) V) fy 0 0 Lij Z z Call OD f-. LO z W N- 2 0", 23 ch x (D fti c-0 tiUj U23 cic, x ID Qy a. z W = c a c)) LL z 0 cD 0 .6 .2.2 20 M A'R w C6 LL j CU WO a) 1Re, oll Z 3:w CC) v- 1 0 1 IRRIGATION LINE ce) Mx 0 CD W < GENERAL NOTES: 1. CONTRACTOR IS TO VERIFY THE EX CT ca i R'4 LOCATION AND VERTICAL POSITIONING F ti EXISTING UTILITIES AND SERVICE LINES WITHIN Uj M -Or u THE PROJECT AREA, WHETHER SHO PLANS OR NOT, AT LEAST 48 HRS. :111 IOR W TO ANY CONSTRUCTION. CONTRALTI P' IS RESPONSIBLE FOR ANY DAMAGE DOE TO A EXISTING FACILITIES. CALL 1-800—Dl',.- TESS. IN 2. EXISTING CONCRETE BER )VED 'W AND REPLACED TO INSTALL LANDSC) 1 M 0t v SLEEVES AND IRRIGATION LINES. IN 6 z mel W _&_IRRGA11ON_ NOTES: 1. 1007. COVERAGE OF GRUUNVUUV:,1ft TIVF Ici DECORA PAVING, DECORATIVE R( OR w 61-0 A PERENNIAL GRASS IS REQUIRED IN > C/) PARKING LOT ISLANDS, SWALES AND z DRAINAGE AREAS, THE PARKING LOT 0 SETBACK, RIGHT—OF—WAYS AND ADA 'ENT PROPERTY DISTURBED DURING LANDSCAPE SLEEVES IS NOT CONSTRUCTION. LOOSE ROCK PERMITTED GROUND COVER. 2. IRRIGATION SYSTEM MUST BE PR CT CTED z BY EITHER A PRESSURE VACUUM BRtIAKER OR REDUCED PRESSURE PRINCIPLE ' E& K z FLOW DEVICE AND INSTALLED At PERI -ITY ORDINANCE 2394. Q) 3. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALL kTION 25 wi i, "Wil. X 14`100raw �AS PER Cl Y ORDINANCE 2394. U U) DPW _j w 7 f{ it0 V, U) W 'VI N Oil M 111: 1411 10, I AIC . ■ ■V■.V V/\ ■ ■Vf�1V' \rV■■VMVV i�M rIV■■' ■VIrV■V •-■�A.■rte '. - _. - -. (979)764-7743 Fax -.(979)764-7759 � � . I . � I I I � I � I I I I I I . I I 1. � I I I I I � I I � � . I I I I . I I - � I I I I I I I . . . � � I I I I I � . I I . . � I I � I I I I I . � I � � I � � . . I I . I I I I � I I . I I . . I . . � I � . I . � . � . I I I � I I � . . � I . I I . I I I I � � I � I � I � � . I I I � I . I I I I I I � I I . I . I I I � I I - I I I I I I . � � � � I � I I I I � � � . I I I . � I . I � � . I I I I I � � . . . I � I - I I I � . I I I I I . � . I . . i I I I . . I � I I I I . 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I - _ I I . I I I � I � I . I . .... 1_1,��_O_ I � I I � I I I . I I I � � . I : ,�_T,�,,�---:_�`,`�*2 I I 11 I � L . - " r-. I . I . I . I � � I I � � I � . � I I � . . . 11 . �� I I I � I WITH IT, H E BRYAN / COLLEGE STATION 2009 STANDARD TEXAS BOARD OF PROFESSIONAL . I �!.­S%�.`,`r,:R2j*� I � I I I I . . � 11 I . � I . . � I � I I I � I I � I I � I., I . SPECI A ONS FOR STREETS AND SIDEWALKS, UNLESS ENGINEERS REGISTRAMON f F-9243. I -,,,�-,- , " � I � I � � I . I .. . . I ,, CA . � I I I ,&,Oi?6,2, I . I . I I I � . � � . � . � OTHERNISE NOTED. I . i I � " I I 11 � � I . -'I". i I I � � I I - - I I I . I I I -1 _­,`� . � I I . _,* I � . I � ", __ �.'P I . I � � � . � T_ � . � flc - _, il.,�i' I I . I I I I I I � . I � . � � � I I � I � I I � . I . . . I . I � � � . . I . I I I . �. . I I I .� I I � I I I I 110 � ,��_�g q I . . I I I . I I - � .� I I I ,� I . � I I z I . I `�` - v I I . I I I � . I . I I . I � � I � � I . . � I I I . . I . - I 1 4. ALL UTIlJTY LINES (WATER, GAS, SANITARY SEWER, . 3:: 1 1 . �,.-,,,� -��.',,�-! � . � � I � � . � I . . . . � I t 0 1 � I I n I . " "'N' I I I I I I I I � I . I , . � I I I i � I I � 4�m � I I I . I . � I I I I . . I � G13.E.,11 STORM SEWER, ETC.) SHOWN ARE TAKEN FROM � . . . . . . . . . . . . . . . . . . . . . . . I- ­ I . . � . I � � I I � . . . I � I t _r � ... ... . :.-, I I � � � I I ........... . I ., . I .. ., � I _ I � . I . � � � I ST 1 , . . - I I BE AVAILABLE RECORD INFORMATION BASED ON � . .. . . .. � . � I . I . . . I - . I jj. - Mr- . I I I � . . . � I � I I � � I � � I � . I I I I I �. , I . � I � I � � . I I I . . I . . I I I __ I' . I � .11, f I � cn't I - � � I � � � . � � I V) � I I "I'll- I . � � I I I I I I I � I I ;__; I I I � . I � I . I I . CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY 04 � ... ... I I , ", " 'I, - � I I . _v I � . . . . . I ,,1111, , . � . I . —_ I ..��I�,., . 11 I � I I 1,,�11� �1�;, � I . � I j " _ . . . I I I . I . � I � . I I , . � I � . . I I . I I I � I I I I I I I I ­ , �, � I . I m" I . I FROM � CITY1 & INDEPENDENT AGENCIES AND/OR ABOVE I . I �_ I �,'�,:110, __�.�, I I m �, � _ � %, A , � � � I I " ,__t � � I I � ,� � I I I I . I . I ' >_ uj � . I �`i��zz,_ i . I .1 �� I . I . I I ,� I I I I I � I � I � I GROUN, D FIELD EVIDENCE. SHOWN POSITIONS MAY NOT � i2 I � 1�.;;.w � � CA"ya DEL SOL �� I . I 10 5 0 10 I � I � i -, . I . . A, I I I � � � � I . I � I � I . I �_ ,.!;.4� I I I I I � I I I . -BUILT m .. . .. . . I _n` I . � 1. I � � I � . I . . . . I I � L AS ONDMONS. I I � � I .1.1 "' I I I I . � I . . 1. I . � I � I . , . � . � 1 : I .: � . . I . 111. � . � I � I N, � !�iiiY . � I I � 1 5 uj i � � �,,i ­ I � I � I I � I I i.�`��`,i I . I � I I I i I � I . . A I I I I � � I i i ,@ I � I � I .,�� I I � I - I � . I I SCALE IN FEET . .1 I I . � I . I I I I I I � � I m 0 t;� �. , - ­ . I . � I � I I , � 5. ALL, CONCRETE PAVEMENT DEPTHS ARE 5" w a i I � . . I i,�.-L-` �, I � I I , . I � I ­,­,,-,,-. I I . ___ . I . I . I . � � ­ 1. I I � I � I . I I I I I I - � I . I - - � I � � . I � I I � � . . I � I I � . 6i z z i I ,� I I 1��`)lv i_l I Ill rrcy I � . I I I I � � i , - .... .. - I � I _ � I I T, �1' � I I . I I . I . � . ll� 1­1�1` � . � I . I I . � I . I I I .;_Aiv'l.l5,i'_, I I I 11 . I I I I I . � I I .. I . . I I � I I 11 I � I � I I � I � . . I I \ � I , I . � � � I . A P ARTAIENi o I I I 1 6 * Imt I'll IUAL BACK OF CURB RADIUS IS 2.5' UNLESS _j 3g: S2 I- � I ____ 1.'_��"_*",� A ya ..:t �11!_.n`--� . . . " 8`1_,�, � ' � - -,- - I I I � � I I . � I I � < V) 0 1 1-`l'_ `_l � � � � I � I I I I I � : � -1 -t - I I I I OTEDIO ERWISE. � I I L -117 i._A.11,� I I I � . I I I � . I 0 � I � .., � I . I . . . - �z5_ - � I N I . - � � I ., I I I . I I I I I 0 w w _j � I � I I I \ I �=�u . � I � . I � . � � I I I I . . I I � (n a o a- ­ I "*- I I � I I I � I I . I - I I . . I , I / ;vl'_l;PL_'l-`.,�_xz`,__ I I . I I � � � . I . � I I . I � I I I 7. ALL ROOF ECHANICAL I I . . . I .1 . . , , I � I I � I I � I � - .0 ��,�_� 'I-- - I I . I � I � I . � i - i , v __ _�_` I ­ � . ,, I - .-- I I I . . I I � I � � . � I � I EQUIPMENT� SHALL BE SCREENED FROM. VIEW OR � I . \ `�','� _�-,� `;,l I I I L I � / :.!..,�X­-e.-r'&'. � I I � I ` � N I I I I 11 � � I .. � ,� I I � I I � I � I I I I . I � I I I I � I � I I ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC I . � � I � I \ gM I I I � . � � � I I . I � I � � � 1� I . I � I . I I � I I I I � � I T.. OF�WAY OR RESIDENTIAL DISTRICT NTH 150' OF I � I � I � RIGHT . I I I � I � � . 'o I I I � I � I I I I I I I I I � I � � I I I I � � I L_ 1 ----4--"�'���-"�"---'��7--'—,-"—' � � I � I � I I � I � I I I � � I � I I . I � � I � I I THE S BJECT LOT, MEASURED FROM A POINT 5 FEET I � � � . . \ l�_`__!"_',',_`Rl_" I � I � . I I I � � � I I � � � I . I . . ­ ABOVEr' DESIGN GRADE. SUCH SCREENING SHALL BE � �­' , � . I I . I :.-�-..���,'-r.--i,��--�,��,�,���---, I I � � I I � . I . � � I . I 11 I � � � � I I . I � � I � I I � .� I I I I �. . I I I � . I .1 / ,�Al rNp;% . I � I I I � � 11 I . 11 I I � . I . I . . I � I COOR NATIED WITH. THE BUILDING ARCHITECTURE AND I . I ,- . I I I I I . I I . . I � I I I � � I . I : I I . I � \ --"�.-­;,g,r.­t,,egji I � � . � I . . EXISTING . I � I I � . I I I I . I I SCALE TO AINTAIN A UNIFIED APPEARANCE. I I - !,t I � . � . � I I . I � . � ` ­ " - I � I . � I I I I � . I I I � . �2� I � - I I I : . ­ � �lf�l L-14�a;Erl`, I I I . . I I I I I . . � � STAIRWELL � I EXISTING . - � � � � � � . I � � I . I � I � I I � \1 I - / �,`?,:,� R 1,4-iE"'. I I I I I � I . I I I I I I � . � � � . I � . � I : � BICYCLE RACKS, . . . I .11 I . I I I � � I I I I I � I 1 8. EX RIO Z BUILDING AND SITE LIGHTING WILL MEET � . � I � §%'la* � I � . . I I :, � . I � I . I � - ---gl _5 � . I I I . I I . .. . I TO BE REMOVED I . . I � I � � I I 11 I I I � � � I I I Q� !�gi­a-..��,T�--_�i, I I . I I I I I � . �' . I � I I I THE NP NRDS OF SEC11ON 7.10 OF THE UNIFIED , � I I I I I � I � I . � I . I I . I . � . I I I . I- � ­_ I I I . 11 � I . / - ""I�-)"�-",���'�ll."�1,1�e��-�--'I . I I I I I I . _.;�_ ­ 7,2 1 1 . I . I . � I I I . I I � I I I � I I I . . I � � 1, . I I I DEVEE M T ORDINANCE.. THE LIGHT SOURCE SHALL � "' N I � . � I . I I I I �. � I � � � . I I � I . I � ll."'V . I � � I I I � I � I NOT OJE 'IT BELOW AN OPAQUE HOUSING AND NO � : U) r I F____4 ,;_1 11 - mn I . I � . . I - � . I , � , , -;_2 . I � I . � � . I 1 6 / ,r.�����;,..-.-�,;,����"".:"t,�, � 11 . I I I I � I I I . . ___-4 �-, . � � I I I � � I , � � � I 1. I I'll - 11 I . ,� - �. . . I � . I " .1 . . I I � � I I I � I I � � I I I . .. TU SH, ALL DIRECTLY PROJECT LIGHT � I I I � �_ I I I I 1 1114 I � � 1. . � I � � I - , � - . � I I I . . I I - :. I I � I FIXTU . . � � ��i �,, I I I . . I � I I . I � � I I I � I . � I .1. z z I I . � I I __ i-,i-� gg,�-! I � , . . I I . -- � . . . I "', I . I HORIZ TALLY. FIXTURES WILL BE MOUNTED IN SUCH . 1 6-1 �_, _,,--�; � I I - 4 . "' mg,", � MN, - . I I I � . � z uj 0 " 1� - , I � I � � � I I I I , . - - --- �- , - %-x .. emems I I I I I I � -g -, g b, � ! a f, , ­fj�­ .� , I I � '7�__ 1 1 � � � I g 1 "� , 6% lowsmi ­;�....ffl, I I I I I I I � A M ,, ER I THAT THE PROJECTED CONE OF LIGHT DOES I � . �=*_�"�,"r, I I _�,.,% , � , " - �1, N, N . 0 :2 �_ I - i. .1 � . . -_ , 'I � 11'.'r . w � � I I 11 I I � - I . I � � � *i, .-I _1 � � ­ I I I .. � � I . I I I - I I 1. _ " -, I- �_ - I � I I I . � � "'.11 � � � NOT CROSS ANY PROPERTY LINE. L :2 0 , 1 7 , g - Mr 1411,10- � . I . I - : i : . ." . . � . Q� "';_11-IF� I �, , : ,� �, - , ,I ." I __m`n_r`5l . � I I � I . "&' ; ,,, y _�: u � � � I � I " I I ! I I � , __._ IF ::: 1� a - ___ ­ � ,. 'L ' � _ - i" '.., 1111 1 .12 - 0 D I _ � . � � ii, R - .1 . I h I / , Ili , I � � I I . I I I I I _ i, � � I I . .� I I - _ I I . . . I—- '� - �qm� �- - - - , - , I . I I I I I � .. - -1.1-', , I -.1, . I 7F; - _,", , I I � I - I ­ -_ , ­ - - _j . --'- - - - - - lit I. I I . I I I . I I , ­ 1 ,,l`,­.�3-,,- - ` , � - �� . . _�_ll I � I I , I/ '' ll� �l " ­ I � . � � m, , go �, , !,; " 110, I � I I .. �Ue_'1111�1'11'.�_ �� � � I r.., gi, -, "'r '. . � .. , U"!_�, t �� - .q - p. I � X �.. 0 w - . � �, ,, E_6, � I - ­­ -,� . � I I . � I . - I I I . W, � I �1. . � ­1�10i,V` , � -,i f 1 9 A INIMUM OF ONE BICYCLE PARKING SPACE MUST �_ I QL . � , : �-,,,­,�___ . � - ,_�,­,l I . I . � . � I � I � � I I ! � 1. . I � � B P OVIDED PER DWELLING UNIT, UP TO 20 SPACES. (f) cn V) . I I - 1. � -� -1 -­ . .1 � I z I I � I I � � __ IING INLET TO BE REMOVED I I _11 �,�4al_lg�_�.,.�; " � '-@ii �. "' I I I ' - - �l - � � 4 lalir_`f i � EXISI 10'. - � I I c , , I . - i �gm_. � . I . I ""�,, � �- � I I ", �,t ,� I � I _�_ s, _ "', I `� �rg,�-�,,,�, I If, lxwr��i;,�§`o`kl , , _ ,,-- '5 I 0 w .1�1�� ___�,_ i_m I � R I ��,,- ,-gz,�--,,� "'I -lle�-1 __` "' . I BICYCI F BE SUPER CYCLOOPS MODEL LLJ * - I � I I : mll I � . 1�'l -__`,� — - .- �7 Fj 0 . I - - � -I I --.1 ............ , �`llm I "I __imii "' I P.- - . I � I � I � 0 � ��-95!�le.-.�f"���m,*����..:�l, �� . "fi.-!w.,4� I ,::: ;t­e4l-'­r -1 ""N' - �,­i � I I "l, I ­1� I �i�l `_ll el." - `_.11'll_�_-l__`tf" I . I I I � . � I . � #217 BY, OLUMBIA CASCADE OR EQUIVALENT. 0 -"��-�*�'�fl!-��z�-",--��,���,,�".*".1.3, � . I � I � TOt� ,��-7���r,_�-.-��,��'���,,��,'��i!'i�",�,�'ll��7""; I � I - I � I I � I I I I i I w 0 . / =gg', � � I � I . wt- - � I X W � ,�qg I - � . - � . I I . I ­ 7— -1 _11 I I , ,�,�� I . I I i I "L � I � - I I I # � , . r, �., ­� - I I I . I " � I V) M Lij � . lr_� � I I 'i� . zll', - - 1, -- - li�­ 11 -_ I �'... � � I �l I _� I � I I 1� . ­ . I . � � I - � - �� _ , ,, � I I I , I r-, / ��NN,-�-Nl---� I , ,_ , � � � - R � , - - I I P/ I . 1 ',',;.��, ,� �, �, 6 - ., _11: I � � "" 2. . I I ,.�.. �� -1111111 I "i-,", �U` ,- ` . . - ,�4 , "'..;;; il I � � � � I � � I . � I R a � I � L , � � �,� I � .1 � I I " : I I ,� "r- , I I > �, g,lm.', I . I � �� �.e�glll I � ` I .... .. 1.16 �. �. I I _4 I � I " " 2 I _ - I co") I - _Rm"i" I ," N. I � .� I � I . � I � 0 , _. I � // I _�ll .­ - � � � 0 -�_- j -� I I I � i ­ . �,� � I I i � I bi uj 0 - !� �, g Z� .11,_��_�Z,; V,�0� _11,� I .,�,I, � I I �f. ;-' ,- I ­ � �l I "I", ,. . "I .. - , I I ­ I.. �1­ . ; � I . 1\ : � . - .1 ; �W-F� . 615 I � � � ­ _15N, I _ � � I 0:� w (n w I I _ . � � I I � _ . � � I I ­�"� ­ I I I - I "., I � EXISTING I D z :3 � �� _lL I ll�.11111;1-1 I w - ­ _- ­ �_ I -, I -11-11-.1 �; ;-il., I , I '�-/ ,. - '. . /44` � �­.- � ,,, - I'll . . � I I I I � I I I . I . `101'�' . I . I f/ I � "wr,", ,, I � I � . IRM � I . I I I &� , I . I . I . I V) (n . I �-5 . � I STAIRWELL � V I '1211- I . - � . I I �' � I I # I imm, MEN I I .1,11, _� I . I GRADING PAVEMENT CONSTRUC11ON NOTES: I I I , F�� -1, � I I D 13f V) , , , , , , , 'All`- � -�" ',A �' - . , . � 11- I I I I I -- - 't � & _ . "', � I . A j � - . - I �- ­­ �M I . � � � . l!Al I � I // -'I! r I I I I , I I � � I ,�,ti��.,-�,�5--_ "I I � I 11. ,1- �'... . I I I . I i I � I . . . . .., � . I I I , .- :" -, .. ---, - � � � I . � 1# . I � I � I . I ,r�. ` �,�,g ,t.:Lt, I � � , ­ I I I ��,4 I � I . ,�--.-i,-,.�.,qA-,g­g - I � ll�, li� 1_., I I , . I I // I __ .,. r fglmg�--o � I . t- , I . I CRETE FOR PAVEMENT CONSTRUC ON . �� A� *�%.�,-, ,,, "i, �, � 1. ALL CON -1 �* I I � -, , ".-I � .. _ � TI ., ­ I'll I I i��MQ � I I � �l I I �ZN2'VT �Q � . I I I F ­ - �, I I �� � � 92'.,�ffig"I"ON,'! . EXISTING I I _. 105, - 01 i I � p��,- - � .� SHALL INIMUM DEPTH SHOWN ON THE � I / I � 1" � '?, � . . I 0 0 0 1 � � M l- I . � '. 11 I "i 1; I i - � - t- ---. , . . I M lli'� . I I . . I _`__ . I I . . I I . �l .... 121 . . ..... I'll, 5.. � I I � . 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I I I I I - 1� . � \% . I . I , I � . � . I . � I � � I . � I � . . I I � . � — ,'�; � I � . < I I � I � � � r I I I I . I � � I I � I I � � 11 I I �� (D w I . � I � I . I I I . . � 1. �. / .. I I � .1 I � I � � I I . \\% ,� --_vp a- fri . , I I . I � I � f-!,%JLJL-1 % %j%jL,n.,l v I "., I w 1 ,4 . I I . : I L I . , � 1, BLOCK 1, LOTS 4-9 L . � I � I L I I L . I . SCALE: l' :10' I ONED NG -3 0.371 ACRES . I I I .L L I � I ' . I . I � L I ! � . I I - 401 STASNEY SHEET i � .1 I L . . .- I . I I COLLIE -7E STATION, BRAZOS COUNTY, TEXAS L L I I i . I . . I I I ! 1 ! I ,. . I � . L �'.L­. � I I i � . 1. I I i i . . . L . I I I . . . I i L . I I !I I L I L � I L . . � I . I � I I � I L . . .1 I . , . I L L 11 _1 L I I I I L ­ I I OWNER/ )EVELO,PER L ENGINEER: . I 11 7 __ ___ - - - ___ __L L- __ I . IN � I I I I BENCBMARK LOCATION - (ACROSS STREET _ 0 c 1. CONTRACTOR IS TO VERIFY THE ,EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND *9 i I. " � SERVICE LINES WITHIN THE PROJECT AREA, WHETHER KENT M. LAZA SHOWN ON PLANS OR NOT ATLEAST 48 HRS. PRIOR u s TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE 65923 r L. ALIlI KAUll ANU UIJIAIVL:tS AKt. MtASLIKEU 10 THE BACK SOF UNLESS OTHERWISE NOTED. THE SEAL APPEARING THIS DOCUMENT ii „ a - CURB 3. ALL j SITE WORK IS TO BE was autfloRi ED BY KENT M. LAZA, P.E. DONE IN CONFORMANCE s; kt SCALE IN FEET APART.�7ENTS 5 LEGENDve c ERAL No - _ / OF s: - BENCBMARK LOCATION - (ACROSS STREET _ 0 c 1. CONTRACTOR IS TO VERIFY THE ,EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND *9 i I. " � SERVICE LINES WITHIN THE PROJECT AREA, WHETHER KENT M. LAZA SHOWN ON PLANS OR NOT ATLEAST 48 HRS. PRIOR u s TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE 65923 r L. ALIlI KAUll ANU UIJIAIVL:tS AKt. MtASLIKEU 10 THE BACK SOF UNLESS OTHERWISE NOTED. THE SEAL APPEARING THIS DOCUMENT AS-BUILT CONDITIONS. CURB 3. ALL j SITE WORK IS TO BE was autfloRi ED BY KENT M. LAZA, P.E. DONE IN CONFORMANCE J65923 ON 5-24-10 SCALE IN FEET APART.�7ENTS WITH THE BRYAN / COLLEGE STATION 2009 STANDARD CIVIL DEVELOPMENT, LTD. .. > m Z SPECIFICATIONS FOR STREETS AND SIDEWALKS, UNLESS TEXAS OF PROFESSIONAL OTHER SE :NOTED. i ENGINEERS EG S RREGISTRATION F-92 I 6. THE Z w 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E.;! ! STORM. SEWER, ETC.) SHOWNARE ARE TAKEN FROM NOTED N OTHERWISE. QQ o cnO BEST AVAILABLE RECORD INFORMATION BASED ON t,, U 0_ w f CONSTRUCTION U1ILITY MAP DOCUMENTS OBTAINED BY FROM ;CITY & INDEPENDENT AGENCIES AND/OR ABOVE (n _ - m "t _ ROOF &GROUND MOUNTED MECHANICAL (n0 0d •f GROUNp FIELD EVIDENCE. SHOWN POSITIONS MAY NOT Q Ui IP EQU ME NT' HA �, SHALL BE SCREENED. FROM VIEW OR . . :. - - (SOLA TED T SO ASN 0 TO BE VISIBLE FROM ANY PUBLIC BENCBMARK LOCATION - (ACROSS STREET _ 0 c 1. CONTRACTOR IS TO VERIFY THE ,EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND *9 i I. " � SERVICE LINES WITHIN THE PROJECT AREA, WHETHER KENT M. LAZA SHOWN ON PLANS OR NOT ATLEAST 48 HRS. PRIOR u s TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE 65923 r \,./:1 1. ". z L :L./ L = IV V LJ T U 'J U 10 L. ALIlI KAUll ANU UIJIAIVL:tS AKt. MtASLIKEU 10 THE BACK SOF UNLESS OTHERWISE NOTED. THE SEAL APPEARING THIS DOCUMENT AS-BUILT CONDITIONS. CURB 3. ALL j SITE WORK IS TO BE was autfloRi ED BY KENT M. LAZA, P.E. DONE IN CONFORMANCE J65923 ON 5-24-10 SCALE IN FEET APART.�7ENTS WITH THE BRYAN / COLLEGE STATION 2009 STANDARD CIVIL DEVELOPMENT, LTD. .. > m Z SPECIFICATIONS FOR STREETS AND SIDEWALKS, UNLESS TEXAS OF PROFESSIONAL OTHER SE :NOTED. i ENGINEERS EG S RREGISTRATION F-92 I 6. THE Z w 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E.;! ! STORM. SEWER, ETC.) SHOWNARE ARE TAKEN FROM NOTED N OTHERWISE. QQ o cnO BEST AVAILABLE RECORD INFORMATION BASED ON O U 0_ w J CONSTRUCTION U1ILITY MAP DOCUMENTS OBTAINED BY FROM ;CITY & INDEPENDENT AGENCIES AND/OR ABOVE (n _ - m "t _ ROOF &GROUND MOUNTED MECHANICAL (n0 0d GROUNp FIELD EVIDENCE. SHOWN POSITIONS MAY NOT Q Ui IP EQU ME NT' HA �, SHALL BE SCREENED. FROM VIEW OR . . \,./:1 1. ". z L :L./ L = IV V LJ T U 'J U 10 REPRESENT AS-BUILT CONDITIONS. SCALE IN FEET APART.�7ENTS 5. ALL CONCRETE PAVEMENT DEPTHS ARE 5"- . .. > m Z o w Z Q D 6. THE TYPICAL BACK OF CURB RADIUS IS 2.5 UNLESS w , NOTED N OTHERWISE. QQ cnO U 0_ w J _ - 7. ALL _ ROOF &GROUND MOUNTED MECHANICAL (n0 0d IP EQU ME NT' HA �, SHALL BE SCREENED. FROM VIEW OR . . - - (SOLA TED T SO ASN 0 TO BE VISIBLE FROM ANY PUBLIC RIGH T=OF-WAY OR . RESIDENTIAL DISTRICT. WITH 1 50 F 0 EXISTING THE SUBJECT LOT MEASUREDF FROM A POINT 5 FEET STAIRWELL ABOVE DESIGN GRADE. SUCH SCREENING SHALL BE E - COORDINATED WITH THE BUILDING ARCHITECTURE AND _ SCALE T 0 MAINTAIN A UNIFIED APPEARANCE.. _ - R STANDARD CU B �. N4896.6505: - PROPOSED E5194:6410 BC BC BICYCLE RACKS ;BC BC BC BC 353 77 353.76 SEE GENERAL. NOTE 11 'EXTERIOR 4 THICK MIN REINFORCED (MIN) CONCRETE SIDEWALK ' _ CONCRETE CURB 3000 PSL 28 DAY STRENGTH)', ( 8. THE STAND DEVEL NOT P BUILDING AND SITE LIGHTING WILL MEET 1' RDS OF SECTION 7.10 OF THE UNIFIED ,PME T ORDINANCE. THE LIGHT SOURCE SHALL OJE T BELOW AN OPAQUE HOUSING AN N Q 0 D 0 353.75. 353.73 to I' 2� MAx FIXTU E S ALL DIRECTLY PROJECT LIGHT 353.83 353.79 H z : ,_- HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH Z ,., TP , c - . , .�Y ' _ r.� e •.,c,..< O jzg'TCR05S'I ANY P NO ROPERTY LINE.353.33 ...._._ usc..,,G`.,.. 1 _-_._..:.,..acs-C,.-„�.,,,.a,_.....c...�-.. __M.,.c.�..___-_ >_ .0 L _,, w .., , .?. r .. -. L � •r N4968.4964 __ � .. .- � � a O D . ^ 2 9. A MINIMUM OF ONE BICYCLE PARKING SPACE MUST U E5125.8120 BE PROVIDED ,PER DWELLING UNIT, UP TO 20 SPACES. U x,... n Pr W (n r BC' TP \TP\TP4,:. 5.25 ®° - 353.29 353.2 EXISTING BICYCLE RACKS MUST BE SUPER CY LOOP M jk C S ODEL W Z 53.36 353 3 �' r t� _ 353.90 35 .40 T.. TO CONTRACTION 3 Tp 353.29 353.7 TP STAIRWELL Z O TP p _ _. U� #21.75, I BY OLUMBIA CASCADE OR EQUNALENT: © U 353.23 JOINT .:c,U .. 12 3 X 18 O.C.E.CEW. _. tL 2 SAND CUSHION .c COMPACTED SUBGRADE 3 O d O AS NECES ., ... i _ yrs' .'. ...... .:.: tee, s ,�,�..�¢. i MER .:-_. 4 DOWELS ®18 SPACING ON CE _ , 353.20 �. : � r 353.20 .. ..r . WHERE SIDEWALK ABUTS CURB LiJ � 0 1 TYP. 353.23 353.1 w 3 53.25'P ( ) ITP r� W W TP TP � TP TP .;,. T 353.19 BCru CURB & CONCRETE SIDEWALK 353.5 r, : • V � IN -35399 Bc CROSS SECTION ! o' BC BC _ .. 353.85 4 353.75 353 5 353..69 EXPANSION 353.25 NTS TP TP �. _ JOINT ' �� GRADItJG & .PAVEMENT. CONSTRUCTION NOTES:. p a Q p W 353.8 - ;�:n£ �, I I i TP r. , 1: ALL CONCRETE FOR .PAVEMENT CONSTRUCTION TP Tp v- . SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE Q <- cv cv 353.24 15 (TYP.) rt.,.y y: TP 353.19 353.35 = PLANS AND SHALL HAVE A MINIMUM 28 -DAY 1 353.19 � ,� „ _=� ,� r7 d- In TP �._; u MP I SSI STRENGTH OF 4 353.25 .� CO �E S 000 PSL .THE MAXIMUM. 353.17 TP 353.18 - 353.30 353.18 353.19 y PERCE TAGE OF FLY ASH REPLACEMENT OF PORTLAND TP BC TP TP TP CEMEN SHALL BE 20 PERCENT BY WEIGHT. O _ - rrJ'� 354.29 n. _rim. :,L,: { .EXISTING > >�,��_ I I Z o `- N �- ` 2. REIN ORCING STEEL SHALL BE GRADE 60 60,000 STAIRWELL ss N, 353.19 353.24 : TP PSI) 7 353.79. TP : TP ,• � 353.32 i MATCH EXISTING. TP 353.33; 3. FILL; MA; RIAL USED TQ ACHIEVE GRADE IN AREAS PAVEMENT EDGE TP TO RECEIVE PAVEMENT SHALL BE COMPACTED TO AT N Y BC LEAST 1959% OF THE MAXIMUM DRY DENSITY AS r- :,, DETERMINE BY THE STANDARD PROCTOR TEST, ASTM �, -� I` Lo 3.74 � � kx ,,,.? BC � m = r, - , A �? D698 , AT MOISTURE CONTENT FROM 2% BELOW TO rn .: 353.6 BC 353.18 Oc 353.12 I 353.82 ) . o c0 r` - •S 353.13 Q- 353.18 353.28 :� a 490 ABOVE E OPTIMUM MOISTURE CONTENT. w w� TP 353.61 EX TP TP TP ' - TP TP w �,ao 353.17 ! s gC 4. THE. SUB RADE BENEATH THE CONCRETE SIDEWALKS 353.59 a: "PROOF -ROLLED". a r " 353:61 SHALL BE OMPACTED AND ANY cn h BIC BC 353.315 - o z WEAK OR S FT AREAS IDENTIFIED BY THE m co X _ " z (L49 tij• 53.68 BC TP "PROOF R0) LING SHALL BE REMOVED AN REPLACED. n . . I BC h� } 353.61 TP STANDARD D = F- x 353.30 xy 353.80 CURB O w N • N 353.55 s`. 5. JOINT S 'LANT MATERIAL TO BE SONOBORN SL -1 0 -� • rn w t r : g be tet.:. r, V •2 • t Yx1 C 4 �, „�r� OR APPRO D EQUAL. += - M - - - �'<ry�tt ^F•,tf.5't ' _ j V . filYr-r . � i - - z � 'F'' � «. X _;;. Y 6. CURING OMPOUND SHALL BE APP I TP � x .,�LIED UN FORMLY 5 ... W Qi ^' -..•...... ,., o ..__..,..,.. .,- .. ... . ... r_X ,:., ,.>,,..,.. -. ,' ,L'h*L, . 1 ..,.v _ .., k,.. _L.. 1 vr. V ._ .,a tom. ,_ .4_i W .. :-.. _ .. -, _,s-c_rr,...., _d ..., .�.. •_ -rx ,.,, �4J s, _. .. ,1L.. �. ,,a L ... ''x.,_ .-r. 4 s X P N 875. 48 1 � .. a� 63 353.5 .F . , TO THE CO CRETE AFTER .THE SURFACE FINISHING I w 35 5 , ..r�,,,. S ti „ G r ._, .. �:,._ �.�.. f.,..� 3 301 E5135.85 TP ... ,_;., - _,._.. >�,�.��>��, ,��. ;,.L ��1-��- ' •. .�,��..< ATE MENDED BY THE N R :_ <j _ � COMPLETE ; T THE R RECOMMENDED � cv � �t N4915.1384 353.49 BC ;: MANUFACTU ER. THE CURING COMPOUND SHALL MEET z = o r (o 352.98 E5097.5820 BC BIC 9 KM }y THE REQUIR MENTS OF TXDOT ITEM 526. ui M U BC TP BC .47 353.51 �sr 353.28 I�; o p C� 353.11 h BC 353.07., 353.51 D� BC 7. ALL ADA RAMPS WILL HAVE bETECTABLE WARNING N OD Q` NORTHGATE 353.48 TP TP 4 ! R BRICK PAVERS + M�t PAVE WII A TRUNCATED DOME SURFACE FOR THE p O ' � � �� FULL I NG OF THE RAMP. U ' EX TP NORTHGATE 8. MAX�MU .CROSS SLOPE FOR. ADA ACCESSIBLE 353.10 a. - BRICK PAVERS - ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. 353.13 ya Fs 353.12 r TP TP '` : 4' SIDEWALK �1. TO BE ADDED - BC I I�I �20 TP 353.75 4 SIDEWALK (�P 353.25 ; TO BE ADDED TP TP gC - D 353.14 353.17 35 .67 TP ADA RAMP Z 0 353.17 _ w 5:' „ ..tis _. _ ! _.r. � . MAP a, ,,. ,. . .. 35 8 ^'y .� 3. G ,.-,.....-. .' r. - '-f. :>, cr c.:*; w� _.. v-, w:,s.l.�.. ,•, ... ,_,. �.i 5,r-s..u. � ,, N ... .y _ .r2<;rc r,t: 35367 f .. TP 353.20 O ,. �; � 353.21 , .. ,.,.� ,. 353.84 LZ N I TP 353.75 353.32 �. TP ';`•L /� 3Y AA _I W 353.75 353.82 W TP 353.28 ,��;;,:-. 353.2 TP � Q � TW UNI SITY z , ..._. y,;=- F TP 353.86 I 353.83 _.; 353.30 rr nn O _- - V ] .r 9'- „ . ._., ., n,n.'-o-.• ..,.,. r...e ..-,:TP _ .. * .,c..zWr . R, •, .^cf.. .. .�, t S.. - x. ;.•rr- ...,...... ' ., ..... .+ i ...v..,r . �•. „ c�-. ^ ..1« - .. -Y.-, i_ _.i, -dS. ,,. ,. ;:- r -. .. t., , rF ,t. 1' sr 1, r, k Y ..,.t 2� _ .� r , ,a C f l-•ac!Vx4. h, aL . f Ji �+ t 3s cL l :.. , b! - 4-., C- -a ,•.�:. . _. , F't r r.F .:. >._ a ., . F r 'F. Yv .. . r, r•' -.....^.r. _ :.. .+.,.F. � I. �.-... ._.. ,vrE.. .,� ..-.. . .. j,<. �eIC :,. .. h .,v_ . a'u'� r.'.t ..e,.. ,•,. „ .c k,,. A, �y'-m%a.-k, l.,,.r. ,,.-c._Ls., r. -.S .0 .,��' ,.lr... i rr N4825.4704 E5120.8903 r Q BC C!) W 353.80 ._ O �, ...; - _ _ _ _ 7"'°"'maie:'s;,aaa.w+xnrtecxa- .r•xar:.:ne,�f"�,::: ' i TEXAS A�� (.I L1.I NIVERSITY ^ STANDARD CUR "k''10 J B L.1.. O H CATE O Q C REQUIRED CL W ,.PROJECT C3 +1' LOCATION CT4, Q I - +4 q./ASA DEL. SOL. , :- y � I E PF: tl�?� L,. AI'ARTIVI E NT • :. .;. S CASA DEL SOL­�� �I TAUBER SUBDIVISION JUN 0. 2010 BLOCK 1, LOTS 4-9 SCALE: 1 "® 10' 20NED NG -3 0.371 ACRES (;li'LLaUC o 1t%# ION 401 STASNEYDEVELOPME 9`°° SERVI§� CQLLEGE STATION, BRAZOS COUNTY, TEX S MARCH 2010 PLAT FILED: ��- I OWNER/ EVELOPERs ENGINEER: MDI PROP RTIES, ''INC. CIVIL DEVELOPMENT,_ LTD.. -- 40 f 547 WILLIAM D FITCH PKWY COLLEGE ST ION: 7X;77840 COLLEGE STATION, TX 4 979 696'-a 55 979 764-7743 I STA,iI J . . I I I � I . I . I � . . I I I . . . � � . � � . I � . � I � � � . I . . � I I � � . . . . I ­ I ­ � I . I . I 1. I . . ­ . � . � . . . � . . . ... i� - . � . ­ . I I I I . . .... . . . � �. � . . I I I . I . . 11 . . 1. m . - I . .. 1. I ... 1. � � . . .11.1 . . � . . . . I � I i - :-.1 I . . . . . . . I . � . I . � . - I . I . . I .� I � . 1. I . . � . . �'. .. � . 1. 1. . � . . .1 �. I . . I ­ . .1 . I � . I I . . I . I .. . � . . I . . . I � . . � I I I I � I . . � . . . I . � I I . . . . .. . � .� I . . � . . � I . I . :. I . I ! � I I. . . , � . 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I I I � � I . . . . . . . . - - . � I . I . . ' I 1. I � . . I . . %. . I . . . I . I . . I I I . . ... . . . . . . .. i � � i � * � , I I . � . . . I . .1 I I ,� � . . � . . . . I * .. I . . . . . . . . . I . . . . . . � I I ,� . . . I I I . I . . . . . � . .. � . . "G- Eg� ON 'A * TYPE "O�� EXPANSION I � .1 . � � . . . . I � I . ' . . . . . . . . . IYPE AN$i '.' ' MATC FL OF' EXISTING CURB b CUTTER. I . . . � NOTES*. � . . I . - + I . . . � I . . . . i * I . --- w ' : �­ -c� CURB.RETURN RADIUS # 2 ___p. . . I . � . I - . . . . . I I . ; � . I JOINT. ELEV. + I EXISTING GUTTER I � . TO BE REMOVED . * - JOINT. ELEV. t: --. - , - CURB RETURN RADIUS 4 + 2' . . I ,. ... . . . . I . i . . . NOTE' . � � . I . I . � � . . T/C ELEV.=3" � � . � - . . , . I . . � I I 1. TRANSITION FROM ZERO � . � I I I . I . I . . � . . I ! NOTE* I I . . . . . . . . . I . ' ' . . . . + . . .. T/C.ELEV.=3" . . ' ' . . � .. . I I . . I . I MATCH E OF ;- - - 1 1 ­ + . , t& ' ­- CURB RETURN RADIUS L�- - 11-4- - CROWN At VALLEY CUTTER t,19 e- CURB RETURN RADIUS - I' -G" . . i . . � � I I . I � . I � . I . � I . , TYPE "G" EXPANSION JOINTS IN CUR . I I + . � . I . � I TYPE 1IG11 EXPANSION JOINTS IN CURB 8, GUTTER I . . I . � I . . . AY . 0 I . . . � 0 = � . � .. . I � � AXIMUM DISTANCE OF . . EXISTING GUTTER . . . . . I . ,. . .. . . . .. I . + . � . I I ; . . .. I I'll EXISTING. PVMIT.: . . .. : .. 1. . . I.. � . . . I I S. P.T.-S AND ED AT A MAXIMUM DISTANCE or - . I , I .1 I . e� * 12 1 � I I � . ­ ­ � I .1 . r � 4" . . I- ti ACCESSIBLE ROUTE (4'MIN.). - . .1 . 2. IME11%, ,L�XPANMON JOINTS A ACCESSIBLE ROUTE 14' MIN.) . . I . . 40'APART AND AT ALL RADIUS POINT R3. . - . . . . I I I.. .1 � I . a > .. . k ' IOPTIONAL) I . . � � S. TYPE "B" CONTRACTION JOINTS IN CURB & 40'APART AND AT ALL RADIUS POINTS.P.T.'S AND I . � I � . . . . . �+ I I � . � I . � __c I + � ag , �vvllulvrv_) . . , . . IN 0 . . . . I ­ r I I � . P.C, . . I + . . I . . � . 2' + . .. +1 I , . I .1 .. j . . I ­ � . . � - I I . I . IMUM . I - .- . I . � I . . . , . � 11 ; � EXISTING . . 4" 1 � I .. .. + 1, � 77 - � - I . .. . PY. 1% 3. i.1 I . SPACE At I A MAX. DISTANCE .. . I I I I I '. . . � - . -- . I I � I I T ED. Air A MAXIMUM - . -. , . I � . . . I m I I ml. : .. � I � . . - . . + .. . . � � . . . w 71 , . __T .. . OF 4 APART AND, AT ALL . . NOTE . . � 10 -APART. P.C.-S. TYPE "B" CONTRACTION JOINTS . IN CURB. t. z ­ . _T �2- . 3.1 � . . � I . I I 0 i D 18" O;C.E . 11 I I . f . . . I . 1. . . .� moll . . . I I . � � DISTANCE OF, I I . - I . DISTANCE OF - . . . 1. . + . . . . S. j. L 0 . . � 1 4 BAR .W. 6 . I . . . I ..: . PVMT. . - - I . � .3' . . . . � I - fi.._ ITS, P.T.'S k P.Ci's - . - , IQ * �3 NDtE 3 .. I � I . i. V) i .. � 'APART. ' #4 BARS 8 18" C/C_ + . . I .. . RADIU1 POIN . ... = I i . � I � I I . I I 1. . :;�� - I __J� , - I I I I I -E 24" 1 - I 1. . . .,. . . . . . . . .. . . 11 I (MID SLAB) ' _q.j ..�., 5.. . I . I � . � -Ir _-T. I �� .EXISTING. 8, . . M �. QRIVEWA-�. APRON SHALL BE 4" .: I . I . . . I I I . . . . . . . . . 4".4- - - .. I . - . .. ­ . . . . - A TYPE 'S" CONTRACTION. - 3 ."::r:., I -------- �, � . . . . 3. I- * , . . + . I . .. .. � I . . I I � . . I (28 -DAY. CONCRETE' -STRENGTH ,. I 11 . . . 1 12" 11 . * * 1. '24- : . .. . I . I . .. .. . . . 1. . -UAB &*GU � , . 10 i . . .! a, 9 12 � W . . . 1. . . . . .. : . I . . . � - - JOINT IN C - ­­ - - i . . . . . . . . . I + � . � ! . I I PACE I I � I � . � . . .. . . _T , � . � . I . . . f � � r PRIVEW � . . 03000 pal) W104 BARS 0 18" 1 111W� - 0 AT. A MAX. f .1 . . I "R * . 1/4"R <-- --p. .15. I . . I � . . . DEFORMED TIE OAR O -C E^ ASPHALT APRONS.W/O . . . SHAL BE I LONGITUDINAL 1: . . I � � 1/4 1 . 1. . . W. W_ ­ . . . . . I I . . � . I I I � + . . AY AORON SHALL BE 4" i � + "07� LONGI '' :. . I . V) I . . I I I . .� I yj "R . I . . ­ . ... . � � � SE CTIOArA-A ' � � I . kxl§tiNG � N . - . (213�DAY CONCRETE STRENGTH + B" D.C. . . CURB. AND. CUTTER SHALL BE , � �o . DIST CE r. 10* 7; . I 11 .1 I . . >. . . � . � I I I 1/1 * I . I _.- I I . ... . . I I � JOINT. - '+ * I .JOINT, + ' . - ". I . � . .. � . 4"R . I - - - I � . I . . I � . . FOR 4 , ­. I . m . I . .� I I . _ I .1 � ' M . . � � 4 � . I . � . . . :. . - . =4000 0m). W/04 BARS 6 18": . - . .� 1 2X M ; 5 PE4 -' . + - I � uj + � _\ I I __\ I - � - - ... -1 I. . __ * . . VARIES. � I 0 . .. . . . . BASE I .- + 04 9_1 . TYPE I . . I . :_-j - TIE' TO CONCREI 21 I - . . + � . . . I I . . .: . � TO ME -OPEN PITCHED.' . .' _ . . . �. . . ,.. � . . . . .. .�. . : I . � 11 . I � � I ­ . 11 , .11, I . . J . ... . .. � I I I I ­ . � ; O.C.E.W. ASPHALT. APRONS W/O .. tONCAETE'PAVE T '- ALLOWEDON . .. I I .. . 6 ,. . � 4: WIAN 7R 171 TO LAY . . . . . M. .. - : , . + I . I + . I . '' . ' . I . � . 3 1. . 1/4"R . . . . . . 1. I . . � . I . . .. �. . � . � . . � + 2�1 . . . I . . . + D 'E BAR - CURB AND CUTtER. ' * ` L � STREET . SE . ViONS ONLY. _ I + I � - - U . 6- 1 . . . . � � � , . . I . �� I . I I .. . . , - .: . � I loy . � I I I I � I + . I + I . I .1 . . . . � . . I . . . . . . . . . , . 1. . .1. --- I . "'. .. F R I., . 611 I 1. T 15 1, -, - . .. - I - . I L_ . - - . ;. - . . _ � � I . .. . 04 x 111" D.C. FOR I it .'­ ' I + . �, . . . I I � I . . . . I 1 7-5' .. I I I . . . 14ED . .+. , , � ; i i - � . I . .. I . T .. __T I I �. .1 . . I _�j , I . tFoliME15 7* SHALL BE * . ONLY .. . ..., .SMIONAA -' - I 1: .. Dow ICU E AT P T SECTION. A A . . + . . . , . - . I 11 'I., 172-- 13. . . 12 .. . . . . . . I . I � � I . . I � I I . . . � � I . � I- I I I 'TO CONCRETE 70 . . .. I . I . � .. .- I I 1. I . SLOPING AWAY. FROM INTERSECTION I 1 . I . I I . � � . : ; : .. . I . . I I . � . . I I i . I N. . . I . I ­ � .. I . . . , . STREET SECTIONS ONLY;.' . . ­ � . : I .1 . � . !. . I . . . �. . . I 1. ... . . . . . I . I '. - - ,�� - - ' I . t .. . . '.. 1. _ . : ­ . . � . SkCiYOWAA - I SLOPING. TOWARD INTERSECTION , 11 � . I 4*R.O�W. �_I - .. CONCREU. PAVEMENT ' - _ . . � .1 1. . . , . . . � � . 11 +. 1. I - I I � I I . . I 67 I., 6 . . . I . . . I � . I . .. . I . .. I . . . - . I ... � . . . + . 1. . I � . . � I I. I . . :1 � . . . .. .. .. . . .1 � . . I . : 1. . I . � I � L , - I . - 4 I I , k. ..., - 112"A '. , I . . . : 12' , , I . . I -Y. - � .. � � I . I . . I I 1. . . I . . . I. . , .. ii � . . . . . . . . � . . . . i- 3" 31 - I .11. .. . . . . 11 . I , . . . I oNL 1. .. I � I . � . . . . . . . � . . , - 11 � I . . I '"4 BARS CONTINUOU .. 1'. .I* 3" - 2" - . I �, 1. I � . 1. . . . :* .. . . . . s . . . � I . . 0. .. SEIE . I . . . . L . I � I I . _I ' 1. . . . . � I I . I I . ­ I I A � I . � � � ., � . I .. � . . . + . � . .. � ., . � . . I 1. � � . . , t - . � . I ... I . . . . . I . � . 'i I . . . I . AND 3" CLEAR TYP. . 9 - 04 BARS . 1. . I I I I I - - ft :j . .01 . SECTIONA-A . . . + .. . .... . � . I + I . � ii . .. I � � . I � ,� � � I 1�1 - . - .r. -_.� __� . . ­ . . I . . , . . . I . I . . . 1 7 1 . . .. - � I ­ I � � . � I � . 1: . . � .. 11. "I','"', I I � . I I :. . � . � . � I . .,:t_.�,., . . � V . I � I . . ,� �. . . I � I . . . � .... . I . . � 1. . . .1 : . I � I I : .. ,. . _j 3.1 . . . . . . I � I . I J� .j....-1.-�.'.,. , . . I . I .� . . . I . . .�.� . . . . . I ., . I I . � � I . I . I . . I I . �. I � 'A.".-, 1. . � I � I . 0 � � I * . -k N CURB. + . . . . I . � . I . I I -l".1 I A., + . I �. . I I . I .. I . � � I � EXPANSION DOWELS � . . + + :'11�pn.` �j I I + I I I .. I . + I . I . : .. ­ ­ . . .. �. I I + . I . . . . � � . � � - + . . � I . I I I . I � . . , * ,; 11'.1; q- . � � I . I . . . . � . .1 . . i I � I . . . . olp�l 0 . I . � ­ . I . . � . I . . � I . It-. .p..-.; , I . . . I . � I I I . Typ � I . I . : .-.--7 . . . � � � I � I I . . I . . I I .. � . .. * , . I . . . . . � r, ( . I . . � � � - . . . . . . . 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I - . 1. I I � I . . . . I . . . I I � %__1,r1jLrjTL0N - ' - . . . � . - ',I. AL ,�,. I . I . : . I . . . . . . CURVATURE . . � I I - . Z- _. 4 .I. . . . I RB ER SEf . . L D . - ,��. I a 1%-; . ,% I � . :... . 09MON . . . + + ETAIL .. - , I ;,:i� 'y . . GUTTER SE\-.. I JL I I cu & GUTT I + . . . .n. 1 A � . 41 , . L . � I THE LONGITUDINAL SLOPE IS I . . L. ­ XISTING L 'L W/6". LSSO - TO. 2� BEYOND B.G.C. . I . '. . . I . . I L : I . . � .r., '� � .6 !FN ,,, , L SIDEWALK � I . . . I ., . , . . . . . I L . 1. , . . -.-- . Z' ­t ­­ . , . . . . , � I . L L .. . I I I . I .. . . .1 ­iu 't ;.,.".,. 1*� I . I 11 I - .e. ,; .. I VAR � I.- W1104 BARS a .1w,. D.C. .1 I . . I . . 11 I . � ..L. . . . L . . . . . � . . + � . L . . . I . � I � I . . I L I . I . TSM -02 ..", �"-,. .... � I . .. 1. .. . I .. . I a . I L + � L I I . I . . . . . . . , ,;;v - . I . + . 1; " GREATER THAN 1,20 . . .L "; im -:?, ; �.*;, � + . . . L .- - . . : I L 11 . I . I . . ... . . .. + . I . I '. . � . BACK OF.CURB I . . . . .. I 0 L L STI -00 . L .. I . I ILST170 . L . L I . 11 o.%�. . . . . I --- - . IL I . � I . RAMOS SHALL COMPLY WIT" I . L .. - ' * I . I . . . . .. I . .... . � I .. I . I I I L . - __� - L . I I I . . . . . I RETURN CURB TO HAVE' I . . L I .; . : L + .. . . L .... . .., . . . L . L . L L I . I L . , . , . TAS REQUIREMENTS - I . I . I ... . . � I I . L � , . . L . . I I L I I . . I - . .. . . . 1. L. . . L . . . � : , 'L .; I + + I L . . .1 I I . . . .. . + . I .. . � . . +. .: . . I I I I � I I NOTE* ' L 1. . . ; . . I . . NOtEI . . �. . I . .. I . -'. - -.... '. . . . I . I I I . . I I . . . . I I . I . . . - - . .191.1. FACE DIMINISHING— . . . . t. & - - L . . �- . - . - ..: I . . I " I . I . . 25'RAD. IMINJ L . . . I . . 1. � L . . I ., 1. L I I L . . . I I . + L. . . . EXPANS1614 j' . L . � L L I . . I 1. . I -L L . . . . . . . . . I . , '' 1. ­._.;'.,._. ; . � . , L L. I . � I .1. I + . I � " -U+ _" L . . -AT RADIUS POINT. .. . I . . M. .. . LL . .. . , . L L . � . . +. I L I L I ,� . I . L .1 I , ; : %.%. I 1+1 .. . I 1. L WOOTA.Dowt I I * . + . I I L L L . BE . . , L . IDE&WAL�j C�;� L � . . . .. I . . L L � HALL L , , t TYPE "G" EXPANSION ,)DINTS IN CURB & CUTTER SHALL BE - I -!- ... ., It, , . I . I I . I . "G" EXPANSION JOINTS IN CURB & CUTTER S, 11 . . . ... . � . I . + ­ . . . . . I L 8 . . .. D.. ,��, . . . .. I TYPE . : .. -..*-:.: -:*. ..... I L I . . . I � . . . L L IL . . I I I .: ,; .... .. . . I .. .1 I 1+ + I . . + � L. . . I �� I ' . I � I - I ____ TYPE " . . L L � . . � . L . A IMUM APART AND. AT ALL � -; ..-SPACED AT A MAXIMUM DISTANCE OF 4W APART AND AT ALL - L . . + L I . .�*!.,._- -,-**. . ­ I -1 . L I . . I L . I + I I - . " .4 S. . I .. . Is . 2 . .� . ! , . I : .. I 11 � L .. . . V2"0 )t 16'.)#IT" . I I L . . . I I I I I .� . . . I . SPACED AT + . I L + : . I . . 11 . .1 . I -w . p 44 1+ F" - I L _. - . � I . I , CAP 0 1l2"*O-C-.'... . I ,:., I . [* m . [ . L�NGITWINAL I . -ACCEissLE RAMP . I , . . . I 1 1/2" CHAMFER -- . . RADIUS POINTS, P.T.1. AND P.C.'s. TYPE "O" CONTRACTION-. : L .1 . . . . .. �, I - L . 1. L - I I . t" -A . . I I . . . L . * . , � K --- , . . I + . I L I I L . I + 11 RADIUS POINTS, P.T.'s. AND P.C.'& TYPE "S" CONTRACTION . . - I '� �" YOE "b" EXPANSION JOWT_____�l L L . I I . . .1 . I � . . . I I .. ., . I I .1 * ' � : 11COATED WIHEA�`Y..'CREASEI ..I. I I .. � liviri I . . I I . � L I . L 17- T . I �f - � . I .. L .. . � 1. I � L L .tTYPICAL) ' I JOINTS IN CURB & CUTTER SHALL BE SPACED. AT A MAXIMUM ' - L .. ,JOINTS IN CURB,& -:GU . . . . . 1. I . L . . L ..., IL L I I I I � I L . I ­ L . . . 11 *L .: L. " I 1%. frotm.) - � 'BA.Cm OF tUi.. � , + . . L . .. . . L . ISEE RAMP DETAIL) L I . . . .. L I L .1 . . . . . L ' L + . . . . 1. � - � . . . .. . I I I L .� . . . 4?* 1 . .. L . - 1. .. . . . . . I I . . I . I . ._ .. � 1. L � . . . . . L � . . L � � I DISTANCE or. ID'APART I . + 1. . . . I . . I I . I . . I . L . : I + � I .. I : . I . 4. .. ... - .. .. 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I .. .*. * 00CH E OF EXISTING -TYPE "O" EXPANSION JOINT. . . . L . . . . A ' .. . . . � . � . . I . . . . I . . I I . I . . . . 1 0-3 . 1. L . I . � IL I L � . L I I 11 I L � I I f- . L . I ; . . L I I . � I I " EXPANSION JOINT . . . . I . . . L L 'd ORIVEWNYE - .- I I I . . �'. � ...,;,�� _� I . I.. � L . I I . w , . I � � . 0 ! 314" X 18' SMOOTH - . 14" X 10" SMOOT" +. . L . . I I - . . L S I . I . . GUTTER . . . tUV. 6 T /C. ELEV.+ 3 .. I =_!2fPE �'G. .. )`_� , , . .1 . =10 A T L L. . I . . .. . * EXPANSION DOWELS I .L . I . . I I . . I I I./ � I .. I v) . ... . .: . , . . . I I .. I . I .L .. , '' . . . . L . � . , . '. . 11 I L I L EXPANSION DOWELS I '. . I . L .. L I � "I L - . . ; I I . .. . . . . . .. ... ,. .+ . i . I ! . � . , I I %_1.cA_A_j . � . . : , Zif PER . . . .. . I L L I I I I L . L . � . I . . I . I 11, I I . I .i/411. . . . :XISTING CURB 6 CUTTER . . . . � . I � 1 � . . ­ PROPERTY LINE � . .. ' L ', . . L . . . . I . L ­ .. + . I . I . . L . I . . . . - .. . . . . . +E , . .- ; - - - V . . . �, . ___4 -1 I L - I L . I I I � . I . I � . . I . . . . . . - L - . . � I . . . I . � L D T . . . I L -rlrf-%T -V 1 I I I L . L . I . I L I . . I APPROX; 12",. 1 . - 76 BE REMOVED to . . I L . i , . � . F E . I RIBBON CU" jpjlj ICAL NVEEPI 101-1,CURB 11 I . I . I DRIVEWAY. WIDTH . I .. . - I . 1. _ . � L . TWICAL COMBINv" Typ . .. : .. .. . .1 I 1+. I 111.1 I : I . I I L . I . ... . 7 . .. . . L . . - I �. I . .,v IES . I + . .. . � " , �r I . I - . L � . � - VAAIIS i 1+ . I I . . . I + . + . L . . . . I � . . . , L +. . L L . . . . D 1 1 . M . . RETURN . � 14AVE .. L . . � . I L . . I I . . .,. . . 0 -<� �� ' I . . . I L . . I RATNAGE CULVERT . EXISTING PVMT . . . 1. � . I I . . L + � . � I L (MIN. 115".01k PIPE) * � � . . . I . . .. . 61 I L I - .. I . . I I . SPILL CURB L - I I L . L L I I . I . . . r I - F . I I .1, MAINTA 21 AX, I ,L: - ! ' .. .� I . . . .CURB TO . . , I L . . . . , ["M_ . . . I . . . I CROSS SLOPE - I A ROLL FACE DIMINISHING . . . . . L - ; . + ! . L � . I I . L + I STI -04 I ' ­ . . ... . .. . I I . I I I . . --- . - 1. . . . i 11 L . AT RADIUS POINT. - roo� . I L + - i , . __ ___ __ - . . - . . . I . SECTTONA-A I I I . . . 7 , I . . i . . . L . . -1 I . L .. . I L L . L I ­ . I - . . . . . . � L I I '. L . I I � . I I 1. . L LINE , L . . ­ . . . ' . I - I . . . . . .. . I TYP . / AWULATOR . Y RAMP * I � . L I . . . I I I . .1 I L ., L L . - - - - 'N'�'� . I . .. . MOV" CURB 1 LONGITUDINAL . I . .- -.--. . . . + L . L � . . . . . . I . . . 1. PROPERTY , .. T - Cen L . � . . . L . � . , . p *, . E "O" � I . I � � I . . L � . EXISTINNG 8 � DEFORMED.TIE OAR 25'MIN. -\ - . SLOPE.11i� MAX. . �+ . . I . . . . .1 . . R - 1 - JOINT - . . � . . I . I NOTE I + � .. I _�l ___q I . . L I . I bRIVtWAY APRON SHALL BE L � . . E I I I . L I . � . . . I . I . . .1 . L . I . L ,� I . I - . .. i - .*4 .X.Iwl D.C. .. - -DAY CONCRETE . � I + � - . .. �HRU RAMP I., . . I + .. L I I I.. . I � I I I I L . . L. L . I . . . I . . - - . . . . I . . . + . 6" 128 .. 4 --JI ...- - . � L --- - - I + I � I . I I - L . I . . . . L * , ­ -1 - - - -r __ _�: , L + .- I- . . .1. 1: I I ­ . . . . . . . . . L .. I I I . . . L I . I L . ORAINAdE PIPE FOR . . . .. . . . + STRENGTH 6 L3000 0811 W/!4 : - _ ,� � L I . . I ­ . I IL I A . . ... I I . : -T I I I L I I I I . . . - I I I + . I L I L I . L � IL � .1 I - I . RESIDENTIAL DRIVES,. IS, 3v MAX.-*.. � . . . I L . .. - I . CONCRETE TO EXISTING - 13ARS 6 " b.C.E.W. ASP"&- I, SIDEWALk .1 * . I , <_ L . L � I I L I . . I I � IL . I I I I . IL L I 1. 1. . . . I I I .. . I L A. 20'MIN. . I . L �- EDGE .PVMT. I . I .19 'L. --Ll. . . + 11 � . I - . . . . L, . .1 � * I . I � I L I L I ; . 7. - . . CONCRETE PAVEMENT - APRONS Wf+O CURB & CUTTER . I A . I L I I I L I 1, L . L L I 1. + . DRAINAGE . + .. . . . �� � _.� - - - L - .- - - - -T.- - - _. - _� 7 .�; .- ;t- . . L ID I , . . . ml I ­ L . - . ­ - -, � -,- I I I � L I . I L I L I . . I . � I L . I I �1. � � I - . I . L . 2. ALL DRIVEWAY PIPES WITHIN CULVERT. � I . . . . . . + I . ONLY : L ... .. ., . SHALL BE ALLOWED ON OPEN . L . . - ,. I ­ . . L . . . . . .' ­ 71 . .. .. NEAT . 1, . Q. L � T-� I I � I I I L . . I I L . I . . . . + I . I I . . � 1 L . . . I I E ' . I . I '� ..:. I ..._�':t'r-..'. � . . I I L . . I � . . � . L I . I . � .� �- NEAT . . ..... . .... . I . . I . I L . + . + I I . . ROW MUST ,HAVE CONCR TE ' . . L OITC9E0 STREET SECTIONS . � I SAW CU�rL . I L - . . L I I - + L . L I I L L . . . .+ I 6 STRE T.. . + L . , . . . . . I . . I � . . . . I + I I L I L . L . . . . I . SLOPEO END SECTIONS . L . L I . I . ; ONL*i .1 . . I .1 . . L . I I . fIlIII�. 1. I L I I I . L . . . I . I I I I I . I L . . . . I . I I .. . . ... . . 1. I ;.. . .. LL : - ::�y ! �, �!!, :!!!!, r. - - . L . L . I L . L . I . I . � L . . L . . . L . L � I . (61 SLOPE) OR APPROVED . : A .. L . . . . " ,���! L . //I - . f ..I L L . I L . I. . I . I . .1 . . . L . I . 1. ... L _A L L .,. .1 'I L �j + I . I . . I L I . L L I . I . I . . � EQUAL. . I . � I * ' I + ).- 1. . . . L . I � . I I L L . I . 1 I I I . I L L . - L L . I : , . . L I . . - . . . I i - . . ' ' . ' 1 -_4 1 1 1 1 L I . . : I I . � I . . - I .+ ,� IL . . . . . . I . . t. L I I �A . I E . .. L . . . I . 11 . . � . I I . I L' . [ONA . � . . .. . ' \ EXISTING CURB I GUTTER 10. . . - �, I . I I . . I L L I I . SECT . L I . . . I -m_� - � i - Yk 1--t I NEAT / 1 4 . . I 11 . + I I . L . I I L . + . � I I I i I + I I I I L . . I . I L L I 1. . L . I I M10 A T . . . I . . + XPANSIO,N 16INT 1 SAW CUT � .. BE REMOVED -REPLACE STREET -. - L I . L I L ..ILI . . I.. L . . . . . . - I . I I I %_.1xx.0 DRB�WMXENTRANCE .: L . I . . � +1 . .... . .1 � L . Con I I . I .1 I I . I � I . . + .. . . 1 + I . . . I I I I I L I - I . � � . . I . . . .. . . . . L . . I . I . L. . I L . �L � . . LL . .1 I I . . � . I � . � SURFACING...AS NEEDED. . . I ­ . . . I . L . � . . �_ I . . . . I . I I .. ­ . I � . ' ' . I I I . � I .L� .. . .. I . . . I L. I I I I + I 1. L . . + . ­ I . WITH-CULVERY. 1. . . 1� ' I + .. . � . . ....L .. .., ... 11 . C) L L , . ' . L I . I , . . . . . L I I . I . . . . . ... . I I . . I . + L I uvm�IER'Ci� L DRIVEWAY . ro"01"11 I , , '" ."' -CU .-B - R AC . 25 V ' , AT'6 , , , , * , , , * , * * * , , I ` I - - * , , , � I * q q0 .4 4 v , 0 D, , I - - f - __ rwvi'_' I 4 ;-\ L 0, "' I to F - N - , -Ij . "*�� I E 1 71/1-, S .1 t= , '' - j , I I S E�i.. . _.�i� ... .... L, I S I . *E.T.�".., 7.1..-. TUDINAL AN u i x 10 I i I ANS -, �.q- 4 I RO I 11 * � I 1 =3-3 ;It 2 i i ; I . i i _,2 T i , i �, I - A-' _SI) , , - 7 . - .. P; .. - / , " - A.- ` .... ;t - -, I ..'......":'.... )I".....", . � . . �j - I 0 1 1 I" �� �_, - - ? ____ I "i. - �� 111� K -.1 .F."...". - r- 0 :� .".......1- " ....................'... - - I �, ........'...i.....l.", .. ....... --..-;-f-...---_--. - , * - - L -*\\\j � . RAP ep,_5f�_ 11' - L - .- � * ' EASE� . .4 ** '. - - - - . - . �UIE "" - _W . � . . . " I . - ' . �JAT6- ... I - . W C 7 - . - ..'..; - I L I I L I I L . ; + I . I + I I . I . I . . . .1 ! .­ 1. _L 1 -03 .- - 'I . I I I L L . I . .1 I I . � I I L . I I I � L. . I I .. I ST2-02 - I,- . .. ­.... L ­. . . ­ I L I � .. � I.. L . .. I—. .+ . ..� :7 1 �. . IL! . ­ . L . ST2 Q.0) i - - . I __ I L I . I L . � L . I + � L . I - . I L I .,. - . .__. . . . L ... I .. . I . . . � I . . . - - . � . - - . __ , � L 7 I _.__. - .i! ... . I . L .- I . . . I L I . � - . I L . I .. � . �, . . . I I . . . L . . . I ; I � , i. .. I .. -1 . .. L : . . I . . . .. L I .. - . I . . I I I - L . I . . + . . . . ". . I . L . I . , . . . . . . I I I . L I L I I � + I .. . . i - ... .. . . . I . � . ' L . . L L I . 1. I I I I I . ... . . . . . .L. . L . I .1 I , . . . � . L . I.. L L � . � I . I I . . 'L i . I . I I I � - I . . . L . � I . I I I I . . . . . . L I I . h .. ­­ . . , I - I I . . . . . . . . 1. . 11. I * I . I I L 1. . I . . . . L L L I I . L . . . . I, , * .. . I ... : L I L I I � .1 L I I .. I L . � . I . L I I I I I . .1 I . . � . 11 . . . . .. -.:. L I . . . . � . : . . . . I . I � . . . I I . . I I I . + I I � L � . .. . L . . . . . I . . . . � � i 11 . . . I . � I . . . L , L . I . I I L L I L.. . 11 ., I . . .­ . .: . . . I . 1. ­ � I 11 i_ . ­ . . . . .. I . . . . + . . I . L . L . . I I . I L I L L . . I L . L . . . I I L I I L .1 . I I I I I + L . L . I . I . . - . I . . . L . � .1 I . I . . � . . I L L . I � - . . � + � . . I I I I L I I - L L L L I I I . I . I . . I I . � . . . L . . I . L .1 . . I . . . + . . I I + I . � L � . . . � . . . . . I I I � I � , I . - _. I I . . . � I . . � . . � . I . I . . . . . . . . : I . . . . . . : L I - . . I L . . L . . I . I + . I . . L L . . + I .. I I I L . .. + L L L . . L I I . I L I . I . . . � � . . L ENTs L I L I � I L . � TYPE "O" JOINT . . " V, I I . I 1/8" RL SEAL WITH J61NT MATERIAL I . . I 1 *4 BARS AT 18" C. To. C. - 7 . . I ''L I L - I I .. -, - L_ � . I � . . I . L . � . . I I I I I . A _� _L I. . . . I I I . L . I L L I . . L . . . . . . . . � I I � I I I I . . . . . I I . I - L -1 - 1. ... . . .. . + ... L . . � I I 1. .1 I . I I I 1111111 'fill, -1 1:1 I I . + . � .. . . . I .. .. I . I. I �4L I I ..... L � . I + I . L . I I . . � � . . L . . . . . . � � . I I I L I 1. - .. . . ' . - ------ . + . . . . . . I L I jilli ---- -- -- + �- ." * � '** -.'.'-. . . ..... . . . . . ,% LID" t;� TO C.. .'.t 6" MIN. - 4 . I . - - - . I . � . . . . I � I I I . I I . I . I . . . . I ,.'*- J. . T . L I".. : : . . . . .. . . I L . . , I . . . I . L L I L L .... I : . . , . I I I I . I T L L , I I : : ... . . . . h - . . .. . I I I I . . I L L � I I . 1. � . I : . 11 . I . . L . . L L . I . I I V L L I .. . . L . I q . TYPE."O!' JOINT . . L + L I I I __ - :__ +: . . . . , . I : I - . I . I , . 4 I I . . I I . I . . I . I I I L . I I METAL KEY - WAY PLAT I L . DEFORMED 71E OARS - I ::_::: : : : :: : : : . . . I . . .. . . . . . E-/ . 114 11 I I' . . .+. . . . . I I I . . I I . I L I � . L ______ - - - __ . L I . 0 4 X is,,, Is- D.C. I L I . . . ­ - L � 11 . 7 . L .. L I I � 11 . I I ------ - i . . . L . . . .. I . . . I + I I I L L I . I . . L. I . . I I + I I ­ . L + . I L . . . I � . . � I . . � I I � I L I L . . L 11 :: : I _j_ - - . . L I I I . . I L . � L . . . - . . I L I I _j__ J_ - - -I- . ,. . . . . I L , I T'"E I'D" � :1 I �­ �. :11 I--- ++ I I.. I . . . L .. .11 . . I L I . 11. � ±Lt I . I L . . I . . I . , . I I I . ... L I I I . I I . 1. L . ,� . .. L . . . . t , __ . ­. � . . I I ` I Cl T L 77 L . L ­ .. . . I . . . . . LOMY111UDINAL INTL � L - #9 - t iff . L I .- . I . I I . .. I . . I 11 L . I . . .1 I L . I . I I I L L I L LONGITUDINAL JOINTS SHA I LL BE REOUIRED ONLY ON THE L z . �L . i '' *� L - , . . + .. I �; '40- I 46- .1. 40' .1 . I L . � LONGITUDINAL REINFORCEMENTS I I- I - I - ., - � I I I I . . . I 1 4 L I : I . . . I I . , . , . T EMENT III IN INTERSECTIONS AS DETAILED . . 04 BARS At 18" C. TO C. - . � . . . . . � . � . � I . . L I I . . I � 1. L L L I L I � . . . I I L . . . + L L . L � . - . . L . I I I 11 L . L . -_5ECTIONS . I I . .. . .. � I L I I . . � I . I L L . . L I I I . . ­ I .., . L . I . I I . I . -, '' ­ I L L MICAL.10INT & REINFOR __ OUT .. . � . . I . .. I . I I .11 L I I L - � . . . . L I I I I � I L . . . . , I I � I . . L I . + � I . I I I - I . + I I . � L I L : . I . L. L L I I I I 0 -PAVEMENT. . I I . . I . . I FOR 0 NCRETE . I . . . L I . I I . . I . I L . . . I I L . L L . I L SEAL W/EXPMSION JOINT MATERIAL- L I LSMOOTH DOWEL BAR L' . . � I L. . . ,. . . . L I I . . + + . . I . I L I � I .. � . � . L L I I . I I I . L I I 3/4" 0 X 18". 12" O.C. . . I L . I I I . L L L I . I L L I I L . . I L . L . . � L 1 7 L � I I I . 1/4" R DATED W/HEAVY:GREASE) I . + L 1 5.1/2" 1 . I . . . .. I I I _", . . ,; .. . : � L I I . L . . I 11 I . L. I 11 . . . � . I . I " I i .. _-a 7 .., ; . 4 . I I I IF . L .. . A I � 3/4 - '.. "_ IL 7/87 . L �, I L 1. + I I I L L I I . I I I . I - L . . - 11 -1 I . L I L I . . I I L I L I , . -, + . p; - 1- L I I I. . . .-... + . I L - . , ; -, I I . I L ... , %.1. 6" MIN, I .1 19.1 t . , L ­ I I .� 's .. . .. I � I . . . � .L I L � L L . L I + . � I . . . L I L L . L � L . I I , L . . I I I L � I I I L . L . L _�_ ----r. I . . L L . . L . I . . . . I I LL I ­ . * .. I . I 11- 1/2" . . I . - b j - ...+.* ., - p , * , 1 - I !, 'A . I L . . I '�111 . I I . L . _ I I . . I -L L . I . I L I L I . I �1. �, I I . , - - SEE BEDDING DETAIL FOR . NON -EXTRUDING FILLE . I 1 31 ..-Iy 7-- , , . R . 4 1 . . T . . I . . . L I , _L I I . . � I I I L I I . . L L L L L I I . L . L � '.. L - I . . I � . L L . I + . I I - ,,�,�:&, I . . . . . ,,,-P, . L L. . +L . L L I L L � . . I . .1 . � . I..,.,. + . .. . . . L I 1" LONG MET& OR PLASTIC CAP, INSIDE DIAMETER TO BE . L I . . 1. . . . . I I . I . . . IL I116" GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE � I L KEYWAYTIATE L L . � .. L . I L . L I . I 1 I . L I I . L I I . L I I I L I . I L . I � - . L . L ER 2" OF DOWEL AND HAVE STOP SO END I . . L I I .. . . . . L . ... . L I I I . I 1 4 . L I L I L . . . � I I L - + . I . . . I I . OF CAP is I,, FROM END OF -BAR.*. L L . I . . 1. . . . . � . . . � . I . . I I I L . . L L I . . L I . . L . . L L I L I L L . . . L I I L. I . I I I ++ L . I +1 . .. : �+ . . . I . . . . I . I I I . . . . I I L I T"E 1lGl+1 I I . 1. I . . . . L I I .: . I +L � . . I + . . . 11 L L I I L . . I . . . . I L L . I L I . L I L I I I __ L I . I . . L L I I L . .. NOTEe . . I . � . + . .. I . . . L . EXPANSION JOINTS AS SHOWN LAND AT L I &XPANSION CONS',PL-IR. UCTIQN�OINTL � I I . . L L I . I I . L L I L 11 L I I I L L . I . L � I I . L . L I .. L . L L lk, _ . L . . I � I I I I . VARIES EACH RADIUS POINT. CUR13 EXPANSION I I I L I ! I . + . . . . L I I I I � + . . . I ... L I I L .'S, L . L + '. . , . I .91, i . DINT JOINTS SHALL BE AT GO'CE14YEAS. CURB TO BE spAcm At 40; 14TERVALS & ALL RADIUS POINTS, P.C.'S, P,T.*S, & OPPOSITE P-1 I ' CONTROL JOINTS SHALL BE AT IO'CENTERS. . TYPE . . . . . I L I I . I . . �. � I I I � 1. .L I � . � � . ... I .1 ,� III ON ALL HORIZONTAL & VERTICAL CURVES . . I .L . � .L . . ... . I L. . �AT L � I . . 11 L L I L I L 11011 . 11 I L I I I TYPE. J0 I . I I I . . - /� I . I . . . . I I I . L I . . I I L I I . . . . ;. . I ' . . I , I , � � . L � I I I � L I . . 1. ,. 0" I I I I I . L I . . VV. LONGITUDINAL JT. 0 900 I I S L I . � . L I . L I I L . L L . I I . I . . I I L I I I I . - 'a . 7i ORD OF - RADIUS; I T*Pj L .1 I I . I . L I I . ', . . 70 CH . . . L I . - . ; I I L . .. I I I I L I . L . L . . L I I L I . I. ... . 11 .1 . . I . ­ . .. - - I . . . I . L . . � I . I I I + I I . I � . . -1 L . . L. ' L . I 11 I I I L I I � . I I L . . .. . � . . �L . I L L. . I . I I . . I I 11 1 . j._6"_j L. . . i L . . .. .. . . I I I . . + I . L . MO.) .. . I L . + . . .. . . . I * L . . . . I ­ L � I I I . � � I . L I .. IL . I . . I I I I . . I . I . I . . . I I I I L . . . . . . I L I � I I L I . I I L L I L � . I . . . . . . � . tn L I I I I I m � . � I I . I I . I . . L I I . . I I I 1. � . L . I I .. . .. . . . I . I +L I L I � I . - I . � . I L I I I I . . I I . . . I I 11 I L . I L ., L I I L I . . I I I I L TYPE "G" JOINT AT ALL I � . . . - I . L . . . I L . I ­ MED,SEAL I RADIUS POINTS AND . . . . . I. ., I . I � .1 I :00 I . . ... I 11 I L I L I I I I . I . I + I . I . . I I + ... . . L . I I � WITH JOINT MATERIAL. IL I . MAX. DISTANCE OF . . . I . . . . I . . L I L . L - .. I . L .. . - .. . - I . I .. . .. � L L I I + . + . . I . SEALING NOT REO'D IN CURBS. I L . 300'ON TANGENTS . L . . I ' - j,'-sn. L I I . + I I . . . I � I I . , . L . I � . I . I I I � . I .. p . I . . I L I � . L . . I . . . . . . . � L I I I I . ... . � I . 11 I I I GENERAL . I . I . NOTES: . - . I . 318" R ' TO 31161, L L I L � I . ­ . . . . . . It - - I I . . . 1/8, � I . . . 1 . . L' � : � . L _\1 1A . . . . . . . L I I . ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER . I . . I I . , � R-O�W ISEE TABLE) �. . I . � . I . - ' 16'UTILITY . � L . L I . I I . . I /4" I L . I I :. . . . . . I I IF I I I PACK 0 L I I I I . � HAVE BEEN BARED. BY CONSTRUCTION SHALL BE ADEQUATELY ' I I . I I L L . . . ^ , * L " _� MULCHED AND WATERED UNTIL -L L I � , - .W.'' I - ., I . L I 1 .4 11, + L I I . � . . . . . . . I I 11i:"T %-.i' , !t 4. t 6" MIN. v "D- �IJIN V, TYPE JOINT � � . I � GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS . L - . . ... . t I . . . L L L . L _*'-�- TYPE "G- JOINT AT FUTURE L L I . . +. T�PE 'B" JOIN', . . I . I I . . EXTENSION OR AT PROP. - A_ . IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS L . SHIALL.BE SEWED OR.SODDED WITHIN 14. CALENQAR DAYS OF . I ' ' I . I . I I . I I I # . I . ..'' I I . WORK (TYPS: L 4 BARS, 18" O.C.E.W. . . .. - I I LAST DIS7URBANCE.L - . 1. . . . . . � . . L . , I . L L L I . . + I I . I I I . I I . L . . . L . . . . L L . ­ 1. . . I I . APPROVED EROSION CONT MUS7. BE INSTALLED + . L .1 i6 I .. I - � 5 4 - . .: I . . I I . . . . � L I . . . . . . I L . . I L � I . "Bll . L - L L . I I . . . � . + L . DURING THE ENT0E TIME THAT EARTH HAS BEEN BARED BY . ., . . I . . + . CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE * .� I + . I � . 1. . � . I . � . .. 1. I :- I I . - ��, MIN. 4",HMAC 13ASE I . I . . .1 t. . I I ITWE . L � . . . I L . I I L L I . . I I I I TWICAL.10INT LAYOUT AT I . . - VEGETATIVE GROWTH IS ESTABLISHED AFTER .CONSTRUCTION IS � ­ I I I L I L I - + . I . CONTRACTIONJOINT I L I � + - ­� . . .. ... . . . . . . . COMPLETE AND. THEN REMOVED BY .CONTRACTOR. . . L � ... I I �. . . .. . I . . . . . I L I L I . I I . . I c NTERS C"T 7ONCRETE I EC, . . ­ L L. . . .. . ALL EROSION. CONTROL.. MEASURES SHOULD.BE CLEANED OF . I � __ - L I I . . - I I I . .1. I . . I I . L . A jLON*. L I I L . TRANSVERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER L + L L + ... + �. . I - I .. .- . � . . .. I I . 3-0"1 . . . I . .1 . . + . ., � . . I ST _6. . L . ­ I.. . . .1 . I 7 . ... . . _ � - � L . I I . . 1. . . . . L SiLT AFTER EVERY RAIN. I . 1 . I . + L L . :. . ' L . ­ .. 1. I L . L I .. .. I. I . . I � I .. .. .... . . . . I . . . . . . I . I .� . . . .. . � . . .1 � I . .- ... . . . . . .� . FLEX BASE ­ I 1. . .� . . . I I . . . . .. . .. . . .1 I . I . . , ... . . . . . . . . I � I . . I � I I . . . MIN. 61, HMAC * . . . � I . 1 � . I ,� , I 1 . IN . -D . � I . - B� AY CONCRETE' ' 04 IDARS,'18" O ;' 2 , , . . .C.E. :7 - / STRENGTH - 350D psi - �." - . � . . . . . � � . . . . . . . . I . . 1. OISTINO SEAL COATI - . . . ... - . � � 7 .. I . . � I . . DO, rEL *15'6ARS, ' � ' . . . .. ­ . 16" LC;.',.. 1. . . . . I . . I . . . I I . . EXISTING . . . 6` � . . . I I I HMAC '' : . . I . . . � .. SAW CUT , . . � . . 11 INIT (all INIT . I . 1 EXIS 1, , , * ** COMPACTED CEMENT STABILIZED SAkf . 1. . . T; PVMT.), V Is .- I � 1. . . . . � I I I . . . . . I .. . . .1 . .1. I I . . I I . � r - . 1. . � � . . . . I . I - � �. . . . .. I . I . . I .\ - , � ... � � I 11*f . . I . : ... . - , . � . . . . , . . EXISTING ; . . CONC .1 , � . . I I . . . . . .. . . . " ' � � � I I 0iE_ . 611 . � . 0 ,:4" - �.w ,; .., "!., -, ,Q . . � I . I . - - . lv� , .: , .- - , :, -;..; ., '1%, IQ 6 . . . � . . . . . I 1. I 1. . . . . .. T $T . . . EET . .. . . � . . . I . . � -SAW CUT . \ I . I 1"%%4?e I ..' ! . . . I � 4 . I . . . '*',;* `�*`.* .... � 1�,, C"V * -:. . . - � . 7,;v_ -...-,t., - �. - . - . � , ARIES . C 11 OMPAVE N -9,-!�, o � . I ::I--- �q . � , ' . ....... . ..... .-,-- ,- -.-- -�n.?,.., ".. ... � .... " * 1. . . I ..v---..---�---g ..... .2 . ` ' ­ ...., . 14- .*1 . ' _ . .. 1. _ " . 12" � . � . COMPACTED * "', ­,"'"" C' ­�"T . . . . ; . . . i I . I iii : : i . . . . � f . I � , . ; ; . - � I , i,; . 'i, , . � -121111 011 i * 5A - - � I � M. - . . � . ... .. � - sTA91LIZEO SAND OR -1 , .1.. I I . .1 . � . . IEV-- ""'. - � I . . .. . * . . I . . �. STAOILIZEI I ' , ", " . . . ) SAND �- . z -.11 --.*-_11,! ! . 1 I 1.11-1141, ,I"' . . I . . . .. I � R . ** - " "' . . . "" ­ 7" "' , I . , "*,­""""­' � 11.1 1* `-­'112*1`1 - I - . , I I . , , I . . FLEX-iASE . . � "'., : 1-'.;.-!*.- . . � I I . . .. � . .k..'. , , 1* . . � 1. I � I . :- � , . . . . . ., I 1.1" . . I . . I � I , - I .N*. , . I I � � . ". - -'.,-',1,.'1-'p*..`,,;-`,,,-, " I I � � .. �,. " .,:"?. � � . . � . 12 " . I I I . I . . I . I . , . � .I,-,,. -.11.1-11-1 � --,-..v ­.... . . - - - t. ... - . I - . . . .-.-..- - ------_� � . - ,.. __..... ..I'.-,. ...'.. - . I . �- I . I I . I � I -a-, � . .. .. : ; ` -_-, f .;. I . i - ;­.:;_ .1 . . .;. 4 , . � . . � . .. . I I .',f ..... . I . ... " * I . . ': ,­�. , ! . . . I ­.� :,,..,. .. . - I �. I I ,�-�.-31-.,_-.'� I � I . I z 1. . - . � I . . � -6.. - . I . . I . .. - . � � I I .� . . � * SEE BEDDING. DETAIL FOR I . I � - I ...... .. . -,�- 'OR I : .1 , .1 . . . j... �. . .SEE.BEDDING DETAIL F ` - . " . . � . "I" .111.1 i'll". 1* - T i � , !* " . . � ... . . . . . . . APPROPRIATE PIPE TYPE - * . I . I '. I APPROPRIATE. PIPE TYPE .. I . . . I . I . . . J-15::,� , , . I . . . . . . . . I . . I ... . . . , , , - . . . UNDISTURBED. SOIL_/ - . I � . 4. 1 v AKIL 0 . � I . . � . 1. I . I I I . . I . .. . I I � . . . I . I . � � . I I . . :1'-�. , , �* . I I . I . . i:-;.., �.. - - I I . _"__` . I . . . I 1 . I . . . . I . I . I I . � . . . I . . .1 . �, 0 . . . UNDISTURBED POIL - I I � . . � I - - SEE BEDDING DETAIL FOR . � . I .. I . I . I . � . . . I ,. . I I . . . VARIES ' I . . . . 1 U14 BED SOIL-/ APPROPRIATE PIPE TYPE . : � ­ . � . I I . I .. . . . . I I . . . . I . � I I . . I CUT I . , .1 � I � I I . I . � . . . I � . I .. e . . . . . . . .1 I . I I . . . I � . - OPEN CUT SEAL COAT/ . � I . I � . . I . I 6 . . � . VARIES . ' . . . . . . � ­ . . . . . I I . . � .. .. . . . . * � 1. � .OPEN � � I � ­ I . .. . �. .. . . I � I . 1. ... I I .. .. . . . ­ .. .... � � . OFEN CONCRETE STREET I - . � I . I � .. .. GRAVELSTREET - -4 . � . . .1 .1 I .. OVERLAY STREET - - - - 11 -CUT . . . � . ­ � . I � . . .11 . . I . I... � . . I . � I . I - T _00 . �. ... . . , . I., is . : �... - I . . : , .7 . ... .1 P -T I .. . .. .. . . . 1 ... .. ��.- :,.. '' ..'�., I . ' 9 4�0 1 -� � I . ii, . i � . 111-�i � .... I... . . . I . I ST -4-02. � . I . . : . . � . . 4 - . . I . . I . . . . .1 6 . . . . . . . I � . � � . ... I .. - .. _. I _ ­ .., OTE$ . . . � I 11 - , .. � COLLECTOR : SECTION .. I . . . . . . . . . - - I.: _, . . . . . . - . . . . . .,� � . . __ I � . 460' ROW ' . . . . . I - I � .. . . I . . I . � � . . � � . .. . . . I. � � .1 . I . ... . � . � I I . . RESIDENTIAL I . . . . . �� 11 .. I . .. �� . . StCTION. � _N � , 1 - ; . I .. I., JUR � - - i -� . . i .� .. . I . .. � .. . � I I- . . Y� N REQUIRE 16 1 �6r$rl()?q e 'EASEMEWS PARALLEL . I . . .. . . . * , .. I � - . . . � . . ' . � . I, c. _._1.____.O, .. . . . � - 40' , . , I . . -1 . � � . . . . I . . . . . . . .. . � .0 . i .. 24 SHO IIH If, LIOT . ITS. . . . . a . . . . '. . . * . I JLDERS SHALL BE ASPHALT PRIMED , .. . PAVEMENT. -. . - . * I . . 24 . - : . . . - . . So.. . I , I . . . . .. , " I . - . .. . - -e- ; - I I . - 15, � I .1 - . .. . _ 15, � ." I .1 I .. � I I . . , . . WIDTH .., . ... .. ­ . .- � 1. �, i . , I . i J. i . . . I I � - A)n - SHALL FOLLOW i . RURALAAE . " . . .. . . I R.O.W WIDT "ri I, .. TO. I � .. � . im) � - . . f �- . � .�* I . . . .. I .. �. . � . : , . I � � � - % � . ... . � I I - 4'. - . - I W=,- - .. . . I . . - � . � * I - C�TIOINS I , R . I . . , � . I I . .. . - . I : - . . . � .1 . I . . . �* . 11 I . . I . . . � . . ' ' I . - 1. . . I � I I - . � . :12 ' - . I . I In . . -e 12' . . . - : 1. w . , . 1 - - I . . � I �, a I. . . I - .. � I -� - - .. f I I I . m . . .. . . � � .. . . I I � I , I w - .. I ­ . . .. . . . I . . - . . . * I . I . - . VARIA11 LE : . . . I I . , � R-O�W ISEE TABLE) �. . I . � . I . - ' 16'UTILITY . I - � . . . � . �1. . I I I . . . � . I � w I . . IL . . 1. � . . I. M. 1! . I I .§ .. � . . - . . . . . . I- . . .. § . It � . HOT MIX - STO. RIBBON CURB . - 2." 1 . . . I � .. . . .- 16'.UTILITY - - .�. I .. � - - - ' . � EASEMENT � -9, * .- , I . . . . . ISEE NOTE. 1) � , . . . 7--�. 3. -i-- , I . . ­ . VARIABLE � � EDGE ; i I . . . : I . i i - I - ' � J - - . In TO EDGE ISEE TABLE) - . , EASEMENT � � . . . . � . . (SEE NOTE 1) - . . . � ---V- 31 <--; . � I . . . 3 . . . � . r . re . ASPHALTIC I .. . . . . ^ . . . . � . w . '.1 I .. .I! i > I . � I . � � . . � I . . z It . CONC.PVMT. - I . I I � . . � - . I . . .1 � I I . I r '� a I . . . . I . CL C9 . . O.. . w , , . . I I 5 It I- Q . . . ii . 211 HOT Ix , .. ,.,: .. . . _. , . , . I I ,. 1:i . m . (z I.- It ...: .t ,� .. � � . � I , rrr . I 1/217FT. SL opt -4-� I o- � � . 0 1 ! � . . I I . . . ink 0 . CL � . I . . w I 0 w � I I . � . . 11 I a I I - ­ -0 ­ .. ­ .- __ I a . � I . . ... .. . 1. '"� ­�,�� Q40111', .1 i6 I .. I - � 5 4 - . .: I . . ,ASPH fl['C CONC.PV T� I I . . . I .. � _j 0 . I � . I :) I - . yj . I � . 1. . � . I . � . .. 1. I :- I I . - ��, MIN. 4",HMAC 13ASE I . I . . .1 t. . I . . . . . 9 . : . OL I . j . . � � . .1 �. I . 1 1 .. I I , . 5 �. . 1�2'YFT. SLOPE - In I- . . . . . I � I I OR 6- CRUSHED � V COMPACTED giiSILIZED, SUBGOADE . . . . I . ... I I - . . . L � I . I . .. ... . . ,,��� I I r ii r I � � � - . . F . .. I . . '. I ... i . . :: - --- a � . .� I -W- -- I . . . . . LIMESTONE BASE. I (98Z - STANDARD. ASTM Q,;695 AT .. . � I . � � 11 � . : . 11 I . . . .. . . . . I . . . I � . � . . I . .� . I . I A MOISTURE CONTENT BETWEEN 0 AND . I . .. I . . " . . .. I IAN. 4" . E O!R 6 .. ' . ­ � . . I ' . I � . . .� . � - . . . . . -4Z OF OPTIMUM . . I - . I I . . . . . I � . . . � CRUSH E T 0 It, BASE. . � . . - ' V C: OMP4CTED .STABILIZED � (98;1 STANDARD . I . . . I . . .1 . . . . I 1. . . �. . .. � . . . I . I � . I . . I . . (MO. 511. H I I - BASE I VR , . ,SUBGRADE ASTM D -698 AT A MOISTURE CONTENT BETWEEN . . r I � . I I .. ' . . f-IrPT' ROAR RIBBONCURB SEC, I . I I B" CRUSIVI I LIMIEST ...... NE . 0 AND -4X OF OPTIMUM) . . �. TYPICAL. RURAL I ION . . � . . BASE ON.. I . SECTIONS) . LLECTOR � (95;1 MODIFIED I 1. I . I . I . . � . . I I � . .. . 1. I , I I . . . , . . .. .... . - .. - I . . . . . .1 . I . . .. ­ m . . � . - - - - . I I CURBS TWIL BEALO WM WITHIN THE =UMM ONLY , RrBBON . I I.. f ST4-03 � ASTM D-1557) . . . " 11 ' . . i � I I � 11 � I . I . . . I 1. _. . . 1. � ..... ..'. . ... ....... ... ... � . � .... � . � I � . . . 1. . . . f-1 A rry.pi UIA- 11 'I ItU I .� ` . � I I � � OrPT - - � SE ON Ro A n %_/ I I I . . I � �. ... � I . . .. ..., . � .. . .. . : .. . ... . . . I . .. . . � . .. . - NOTES' . . . 1. . � .1 I '' ' I I 1. ALL S BE STAjklftp. I 5,REFE0 TOSiC9 UNIFIED DESibN GUIDELINE MANUAL FOR . I . . ., . . , * , .. . . . I : I . I..., _j ...'RAL . 1. .., P - AD 1. - I. . :,. . . � . -;----.;- 1 . . . . � I � . 1� . . NOTES, . . . . � :, � . 1. .. -i 1 - 1 * � . . 1. . .. . � .;. .. . . �. I . . I . I . . I . I � . , . . . . S -200 ACCEPTED RIGHT OF WAY AND 0 . 2406 SUBGRADES WITH PI> 15 AND X PAS [NO THE . . AMENT. WIDTH'. - .. I . . � I . . .. . . . I . � . . . . - 6. COLLECIfOR'STREM WILL BE REQUIRED TO USE, 6" HMAO : . I SIEVE � 35X, USE LiME STABILIZATI= . . � . '. i * ­ . . ., I . I . 4/ � 1. REFER iO CS UNIFIED bdIGN C -,.I 1. - - i"I I hDEL *E . I I . . . FOR 2.COL " ; LECTOR STREETS WILL BE REQUIRED iO USE 8 . . 3.FOR §QBGRADES W17H OK15 'AND 3.1 PASSING THE -100 � BASE O� 8" CRUSHED LIMESTONE BASE AND STABILIZED ; � . I ­ . . . . - . .. . . . I . . . . . . . . . . . . ACCEPTED RIGHT � OF WAY AND. PA 'EME T WIDTH. . . i E (28. DAY STRENOTH-3500 PSI). , . . . . . .. . I SIEVE ( 35Z. USE PORTLAND CEMENT STABILIZATION. I SUBORADEAN ACCORDANCE WITH - THE B/CS UNIFIED DESIGN. - % i . . . .. .1.. I . . . . . � . . . . I . I . I 1 - � ; .. i I , I I . . � . .. �. . . . � . I I . . ; . .. . . . . .. . 4.SIDEWALK PLACEMENT. VARIES WITH EACH LOCATION AND , GUIDELINE MANUAL OR AS DIRECTED BY CIt.*'ENGlNkER, - . 11 I . . . . . . . . . � . .. . . . I . � � . . . - . I .. I . . . .. I . . - I . i . � � R -O -W ISEE NOTE 1) I I . - .. I I . � . . . . . I .1 �. I � . . WILL BE DETERMINtb . BY - 7HE ENGINEER! 1. ­ . I � I . . I I I I .. . � I . I . . I � . � . : � �� I ,: I . . � � . � I I � . I . . . . . I � . . I . I � � I I � . . . . . � � .. . .1 . '' . . � . I . . I �. . . � .� . 0 . . i, ' - . . VARIABLE . BIC . . . I . - . . I TO B/C (SEE,*NOTE 1), I - I 1. . . I ' * � .. . .- j S6 VARIABLE R -O -W tSEE NOTE 5) .' . - ...... .. ­ �... . . ; 11 I * ; . I . . . � . � � . . . i � � . * � � I . . t , - � . . i � I 1 1 � . . � � I .. . . 1 . It . It � � � - . � VARIABLE.- B/C To B/C f9tt 146TE 6) . . .. W . . t . . . . � . . 1. .. � I . . . .. . � . . ­ . . I . . I . I . . . .. , 1. . . rt .. - I . 'CONCRETE I I R 2' HOT MIX.ASPHALTIC I STO C S�E.4 . SEE 5'CONC ETE - - . . I � . . . ' SIDEWALK DETAN . . I . � . . . I � � I SEE 5' CONCRETE .. RE*( I 6 .: '\ ilDEWALK DETAIL 128 DAYS � .i � � ,CRETE XED CON 'su . . . � . � .. . . . � . . . .1. . SEE.41CONCRETE I . . TYPE "O" JOINT. ' SIDEWALK DETAIL . . I . . . . DETAIL CONCRETE PAVEMENT .1 I . ' . . .. I I I 1� . - � � � � : . , I I .. . I I . I . m. - . . . t] . �. . .... ... . . . I .L i .m � . . A_. . : . . . I . . � :� . 11 �.1 . � � . I .. � � V. 37 St PE 7-!10- � I I'll � I � . I � I � . . . � . - .1 I - 32 SLOPE - I � .. - - . , I . . ­ 1-. ' o . . .. : I .. � . � I . . I 4 . ... . . . ;.­ . . .. , . ­.�. � . . . . . . � . . . . . � 19 "'i a- -, . I . .. . .. . , . '.. � I 1. � I :. ' . � I . : . . .� 1. . . 11�.i I i � I L , . �1 I . . - , . . I . .. I . I . . . . . . . I . . UT - !7. e. . MIN. 4" HmAd BASE 1. ; -'611 COMPACTE . 0 STABI . L . I . ZED SU I OGRADE (98Y STA � NOARD - LIMIT OF MEASUREME I . I . LIMIT' OF - -'� 2.' 94:8 ' I . S 0 187, O.C.E.1h *.'.! *� . . 61. COMPACTED STABILIZED SUBGRADE (98X STANDARD � i BETWEEN . . ­ � -..--..-,D LIMESTONE I . .. . FOR ROADWAY EXCAVATION a 959. MOD. ASIM-015571 - AtTM DaGgS At A MOISTURE CONTENT 89TINEW _- 0 I . . � I MEASUREMENT . (MID , . . I I -FOR ROADWAY. . I.. ' LAB) �. i , . . i : I ! . . . ASTM U-695 AT A M019TURE CONTENT. I . . . . . 0 AND -AIX OF. OPTIMUM) . . � . 41 STREETS) ­_ . : 0 AND -0 OF OPTIMUM. -­. .. I . .. . . . I AND STABILIZATION . . . .11 . .. . 11 . . . I .. . . I . . . . I EXCAVATION.Ii �� . . I STABILIZATION. I , i . I � . :. �",' . . . . .: .� . . . . . I - I ­ - . .. . . . I � I . . I . . . ... . 1: . . I . � . . . . . . � 'I"YPICALSTREET SECTION.* . I � . I I I I ly I . I I ­� I . ... 11 I 1 � . - I I ICAL STREET L - - a SE%0_,rI.0N �f - � I I . . . . .. � .. . . .. . . . T 1. . I . . . . ­ . . I � EAT m. . ­ � , -.1 i - ST��05 I .. . A SPHA L TfC C ONCR E TE PA MM - .. , - ___ -1 . . . . . . . I ___ . I . . . � I ...... I . . � . ­ . . . I .., , . � . ­ . . . � I . I . .. . . .j] . RF,IATORCED .11 1 I I . . . I 1. __ WT - -061 CONCRETEPA TIEWd - � � I ST4 I ': . I .. . I I I I � I . I I . . . . I . . .. � z . . � . I 0 . . . I . . .1 . . p � . . .111 * . . , � I I � I I . - . I I (:� I i . � .w - . � I � . � C . � I - I .. � � I .� I I . . � � � � 0 . � u � � . . Pk . � I ; I I 0 . I : .. . �. I I � I . I � I I . . . I ; I I I I . � I � . � � � . . .. I . I . I I . . . I . . � I � . I I I � � . � I i I I I I i . I I I . I I .. 11 I . I . I . � . � I . . .. I I . . I . � . � � � . . .. . . . � . . - BRYAN � Cm,01? � I . . . ' . 71je' GoadLqie, I �xav 80,1e." I . . I � . � 11 . I ! . . I . I I . I . I . . . I I .. . . I �, . I � . � . I . I . . I � I I I . I : I i I � � . I � . . . I I I I . : � . � : . . . I ; I I I � I I . I I � � . � I I . . - I 11 - _____ I I oRAwN BY: ..C.L. . �. I � . DATE: 01-01-0 . . __�_� -, SCALE, N T . . . � . . APPROVED, W. . , K. . . I . I . I I I F I G U .- : 1. I I . . I . 11 � . /I 11 � I NOTESs. . 1. .SIDEWALK PLACEMENT SHALL BE- IN ACCORDANCE WITH 6/CS UNIFIEDDESIGN GUIDELINES. CROSS SLOPE . 2: FINISH' LIGHT BROOM FINISH. JOINTS TO BE TOOLED. 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS. 2% MIN. • . 0 40' O:C„CONTRACTION. "JOINTS 0 4' O:C. Y CONCRETE TR CT R S SLOPE 3. DOWEL .IN AND TIE TO AN CONC .EES U URE ADJACENT TO SIDEWALK (DRIVEWAY, INLET 80X; CURB, JUNCTION 80X. ETC.) SLOPE:. SIDEWALK g _ WITH 3 x 12" BARS 0 12 O.C. OR, 4 ,i 12 BARS 0.18" O.C. R 5 COS MAX.,Ix MIN. 2 MATERIAL P 4 P T N COMPACTED T S CR E M TER Al. COM A T TO ITV T T '. OF �I Y ITV 2Y. to 4Y. � %OM AC t0 C M CEO UB AO CEO A -0ENS A. LEAS 98/ MAX MUM DR .DENS A$ . .E---- �__ � DETERMINED BY PROCTOR• COMPACTION. TEST. ASTM 0698 (STANDARD) AND SHALL BE O -4Y. WET OF THE OPTIMUM MOISTURE CONTENT tm= i %1m . � 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED @Y TAS AND ADA SHALL BE.PROVIDED FOR ENTIRE LENGTH,OF $IOEWALK:. F. _ . .o: . a o . ' TYP. d ` r 8 . a 1 �+ WITH XP 5 ON SEAL W AN E T NOTE i T MATERIAL I . JON M E AL SMOOTH DOWEL BAR , THIS E NOT TAKE INTO ACCOUNT DRAINAGE: „ .. .. ,. 3'-O" MIN. . S 00 S i/4. R . 1/2 QJ X 18, . 12 O.C: -5'-0 VARIES- , REQUIRED . , Y UI R T RMS MAY 8E EO EO E IR MENS BE OU E T / AYY ICDA 0 W R E HE G ) 3 EASE K TH OUTSIDE F AL . 0 E SIDEWALK.. r • AX. .. 2 . r . r * 7 4" . . . _. a: 5 E OT 4 %P E NOTE r 'r l•' 0 t e '. P S' I e A• r d � 1 � e • t •� Y _X ..F R w r %r NON E TRl1DING (LLE e a r c r .28 -DAY v. ; •.. 5 • . s. .... _. , .. 3 BARS. a 12 O.C.E.W, OR . 28 D ,. 4- :'';'lee 3 LONG METAL OR PLASTIC CAP. INSIDE DIAMETER TO 8E :•4 0 1 STRENGTH ° 3000 st BARS 8 O.C1..E. e_ a r W P t .. I4" THICK MIN.j e_ M "� R HDIAMETER �F AR AP. T GREATER R T AN 0 DOWEL B. C MUS B . r I FINISH T 0 r SEE N SH NOTE ":: `: • . ' �' LONG ENOUGH. TO COVER 2" -0F• DOWEL •AND HAVE STOPS � _ L 0 S . ( END OF CAP IS 1'• FROM END OF SAB. ' @ a i ._ PER. TAS`. . T S AND D S ALONG LOCAL STREETS O G O AL C . W EXPANSION .. . SIDEWALK . .. .1. & CONSTRUCTION OINT . ,J . . .. N . ... .•. . : - - ., 11 I EMENTS SIDEWALK SLOPE RE U R .. 3'-0" MIN. . SW1-00 . . .< SAWED OR FORMED. , ..6^0 VARIES --A . V8 TO 3116 SEAL WITH. EXPANSION . MAX. . / T AT i R JOIN M E AL MIN. 3181,R 1. 4"x4"0/16" R T T I STRUCTURAL TUBING 5 U UALSEEL T '4 SEE NO E . �-••- Q.C. - C AXI 2" O.C. MAXIMUM -8' 0. . M MUM - - ;-. 4:. . *. �. . - .r. ..•. •-. ..- . .. 1 " 287DAY CONCRETE- . • 3 BARS 0 2 .C.E. .OR 28.0 ONC E . 5 .. I 11•4 BARS D. i5" O.C.E.W.: STRENGTH p 3000 pal' 4.. THICK. ) t CK MIN SIDEW C NTRACTI N IN A►LK O O O T FINISH T J . SEE NIS NOTE 5" COLLEC RS ALONG MINOR rI'O WEEP T WEE S g q�p INTO L ALL J TS JOIN .. 6 " O.C. - . RGER' . CONCRETE. AND LA SIDEWALK, 1" STRUCTURAL ST T I G EWAL 4"x "x31 6 S UC URAL EEL UB N 2 3 2 4,.z4"x 11 "STRUCTURAL . STEEL TUBING 1"xt"x3/16":STRUCTURAL STEEL TUBtNC SEE CONNECTION DETAIL. . . .. . ­ . . /I . . � I I - I . . . I . . . - ' - S.. . . , .r r:.: .. � ., . - , A PT C CE L . , .'. . PAVER pg gg R `! iil E M A AL ��E-.-►I E 6' • : I 8'•0" VAR E %' _ %". DIA. BOLT 6 . S . ,.. 1" AYI t DE Tl�;IAN MAX. SANG L NG LOUR SE Z:�YPI AL_PE S C .. 27 MAX. CONNECTION.DETAIL accgPTABL ; GUARDRAIL PAVEIT MATERIAL v'. . . ' SEE NOTE 4 . SW1-01 .. _ . SEE NOTE 3.. SID L' V,Y ALK PA. SECTION ; 28 -DAY CONCRETE 03 AR 0 1 " STRENGTH- a 3000 st ' GENERAL NOTES, BARS 2 o.c.E.W..oR EN p 4 AR 1 4" F11 I BARS 0 8 O.C.E.W. t THICK MIN.) FINISH. OT ALL AREAS WHERE EXISTING .VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SEE N E SHALL BE ADEQUATELY BLOCK. SODDED OR HYDROMULCHEO AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED.AREAS.SHALL A,LONG.MINQR COLLECTORS. BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST. BE INSTALLED DURING THE. ENTIRE TIME THAT EARTH HAS AND LARGER BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS • ESTABLISHED AFTER CONSTRUCTION.IS COMPLETE AND THEN REMOVED BY CONTRACTOR. . CO.NCRETE SIDEWALK. ,K ' . T AFTER EVERY RAIN.y +.. . - ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SIL AF E E E [STI -021 - .I .1 . . , . . I- .. . . • GENERAL NDTES FOR • . I. . . DETECTABLE. DETECTABLE WARNINGS. : . E W NIN WARNING SURFACE . . PEDESTRIAN FACILITIES . . - .. _ . 1. CURB RAMPS ST ONT A,DETECTABLEGENERAL NOTES MUST. C AIN ,WARMNG SURFACE THA , (. . N a CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION I � . .. f+ - •. N W 4 F T •29 0 . T ACCESSIBILITY ERAS AC S HE C S IL STANDARDS ITM). T . � : • ra .. E . B AND OS As . HE.. , W .ALL SLOPES ARE•MAXIMUM-ALLOW THE. > ABLE. E LSAS7 POSSIBLE SLOP THAT.W W LANDING R E WILL ' o SU fA T T CE CO R T YI T MUS N U J F A$ SALLY Wi H G U C AO 0 R A S' :- ItJN S E P RAI R TILL N P Y H S D 0 L E .. 5 OUL U E T De so. ' E ADJUST CURB R LENGTH R w � 45FURNISH, � .. AMP LENG 0 GRAD E C G F �;_ a. s- sa UDM SIDE ..CARES. DARK BROWN OR DARK RED_ .. 1.^F. . OF APPROACH SIDEWALKS AS DIRECTED- to DETECTABLE .WARNING SURFACE ADJACENT TO UNCOLORED, D . .. 0 E ... Z • ' - : •:: : ; ::• ::: 4 MAX. a.:t►::?.:t1:.. CONCRETE UNLESS SPECIFIED H R THE P : : . .q: :a:o, . ELSEWHERE E IN.. E LANS:. O GS SHALL A. ANP. USUAL . LANDN 8E 5 X 5 MINIM WITH oUMW A MAXIMUM 2Y. S P Y . za.. 1. ::.....:.: SLOPE d .o. a. iR C N. . E O to 2 T T E N . OE . C ABL WARM G SURFAC T• LIP 'R i t T a 13.1.... :.... E ES MU5 BES ESS AN ANO :. - aa . .o T T NO ALLOW WA ER TO ACCUMULAT - E RI C PA T AN UVE N S CE AT H T M E BOTTOM OF. R P M CURB AM SH I F 5 ACC BE N 0 , . : .' �. H M MLR.( w . :. • 3. ALiOR TR dT M T F 4• % 4' W OLEY CONTAINED W►THN TH RO .. UNC ED DO ES IN HE, DIRECTION 0 PEDESTRIAN•, E . C SSWALK AND WHOLLY OUTSIDE TR ( T PAR . . . AVEL. WHEN.ENTERiNG THE STREET. HE ALLEL. VEHICULAR TRAVEL PATH. . 6" MIN., FACE OF : , . - .. UR C B iD" MAX. 4 H T 5 ADEQ ARA ON HET .3 AND 4 IAT i .. E S S E S . IND C E tiE .MAX MUM ALLOWABL • R E C OSS SLOP i E ON S DEWALK AN R R P i DCUB AM S2Y. . APPROXIMATETI F , LOCATION OR THE OETECABI E. WARNING j ; ' :. SURfACE FOR EACH CURB R P TYP .. , I_ . •. AM E• .CURB:RAMPS.WITH RETURNED: CURS MAY B E Y • . .. B EUS 0 ONLY. PEDESTRIANS . F DETECT W IN .. . - . .1. ICAC PLACEMENT.O ABLE ARN G -.TYP N o TNR Y WOULD p MALL WALK. ACROSS THE RAMP EITH R A TH E BEC USE E JAC NT 5: T T HE E DE EC WAR R 4•• ABLE MNG SU FACES SH B A M F ALL E . 1MtuRIM 0 2 IN . �i P RFA S T R H $U C LAN TING 0 OT R -WALKING E NON AL G FA E R H W IN SURFACE D BECAUSE T SIDE E E E 0 PT -THE H DIRECTION f PEDESTRIAN DE N E EC ON 0.TRAVEL, T TH E. LANDING AT.STREET EDGE EL AND EXTEND E • SURFAC ON R •H ISUBSTANTIALLY. APP 0 S • • F H F OBSTRUCTED.- OTHERWISE, PROVIDE FLARED- SiDES. . - ••.1. - FULL WIDT 0 .THE CURB RAMP OR LANDING WHERE THE'.... � �' TI I . EESR A 0 CC ROUTE TSTREET. AN ESS OU R E N E T ENTERS HE MOO E R ATi . A00 0 M ON. ON CURB RAMP LOCATION. DESIGN, LIGHT RELECTIVE VALUE W2-00. TE TUR MAY BE FO H : -' - -ANO FOUND IN THE CURRENT EDITION Of THE TEXAS ACCESSIBILITY- 6. DETECTABLE. SURFACES SHALL BE LOCATED. SO THAT THE ,�� . " ,I ) 1 . TAND AND 6 AC 1 S 6 8. 02. T 4 DG NEAREST. CURB R I F E E C ! A U E HE B INE 5 MINIMUM 0 6 A ... AND . F 1 "F .T T AX R R MAXIMUM 0 0 FROM HE EXTENSION N F THE FAC O CURB. E ENS 0 0 E E U B . DETECTABLE WARNING SURFACES MAY.BE.CURVED ALONG THE •... .TO SERVE_As A PEDESTRIAN REFUGE AREA. THE MEDIAN SHOULD BE A MINIMUM R i I. �d CORNER RADIUS.. OF 5 W OE. MEDIANS SHOULD BE DESIGNED TO PROVIDE M . 0 IDE ACCESSIBLE PASSAGE . c R TH V R D ROUGH THEM. Londln .OVE EM. 9 m 6 7: ACCEPTABLE PAVER MATERIA] SHALL. BE. CLAY. VITRIFIED Zi O POLYMER COMPOSITE, PR T '. o • . •. , 0! MER CO OSE PRECAST POLYMER R C NCRE E - M LME 0 ROS DIMENSIONS, S . CROS SON CROSSWALK MARKINGS STOP H WAL AR INGS ANDS 0 AR LOCATIONS 5 B L C ON S ALL B .. WAL E - 0 R T AND C NC E E. ruin HO 5 e(eclob a wo snl ce. 5 WN EL EWHER IN TH P T 0 s a A5 E E TANS. AT ERSECTIO 5 R R '' .. .c . •- 9 •� � RJ N WHE E C 055WALK . ,. r rift (Domes to un po ,o a to MARKING ARE NOt REQUIRED CURB RAMPS SHALL BE ALIGNED WITH, THEORETICAL .. , °des 'son travep S AL D W . "; .. P, l .. CROSSWALKS. OR AS DIRECTED 8Y THE ENGINEER. ` .� 4.. M x , . o . : �, C and Usu.. ..1. •' � � , � .EXISTING; FEA ORES THAT ,COMPLY WITH ,TAS MAY REMAIN IN PLACE UNLESS e . 1. _ . OTNERW E. S- OWN ON THE PLANS. .. ... cb.: : :d.. bb n: . ; :ti:.::Q:• :d: :�:. 4 Side ft re. o.. ... IT I calf '•. . _ ' RAiLS -NOT R R • E :g: ? i i: ;�:•O% • YP AND E E UIR D ON UR R PS P R R P N . , :a.:.: ; ... 0. H , , Q E C B AM OVroE CU 8 AM S WHEREVER ate. ACCESSIB E ROUTE CROSSES (PENETRATES) A .: :. ON ECURB.. 1. I) . .. . ARAT R R P 1 P E CU B AM AND R T . SE LANDINGS F OM ADJACENT SIDEWALK Y 07 HER , Ao E roEwAL AND AN o HER. .. . T IT •• . . E H PR R .ELEMENTS W EMOLO 0 BOARD JOINT OF. 3/4 UNLESS OTHERWISE DIRECTED :. Face of _ . i . .: 6 mm. .. Y THE ENGINEER' , „ Curb . B ,a 1 .m D ox PR VI A M TH T 0 DE S 00 RANSITION R TH R R P T T TH R ;. WHE E, E CU B AM S CONNEC 0. EST EET. }.. i NT OF DETECTABLE ..TYPICAL PLACEMEI. • F S P H . ARE 1L E S ALL T. X .. L i NO E CEEO 10Y"MEASUR •AL NC R RAMP RUN ED o cu LiMEq WARNING SURFACE ONSLOPING . I,. W2-01 . S. . .. .. .i. __ . tli . . GENERAL, N T 5 IPA . G E D EyE RS) y FURNISH T P V rDETECTABLE WARNING PAVER UNITS MEETING Mr. E E LE G E EE LNC ALL - ( R UR F E NTS T - 6 - T , r 0 EME 0 AS M C 93 C 33. LAY M A TWO 8Y TWO . f 0 - - � ; ..UNIT BASKET: WEAVE PATTERN OR AS DIRECTED. �- J q �� 'K" 5 ,x . Y 1 LA FU!•L SZE UMTS FIRST FOLLOWED BY CLOSURE UNITS- LANONG :• CONSISTING OF AT T PERCENT F A UNIT. T L LEAS 250 FULL NI. CU o s DETECTABLE WAR NG PAVER T POWER n •-• «.M E UNITS USING A OWE SAW. . v°d QOOO aLond'm v 5 . . 4=�" * 9 .n t " '. . I I ia­ I ��1.1. O0 0 0Elie 0 o .. ' o. b,S N0.3 REBAR AROUND PAVER INSET . OeRectople wornln . . paver wain trunco�e d m f ! DETECTABLE WARNING PAVER WITH • o e sur ace �_ w at J1,M)II Mox EXP SION OW TRUNCATED DOME SURFACE a DETECTABLE fi�YA1ZNINGPAVER d usAs RE utRE.%� -�TO . • n �P MORTAR BEP -� SHALL CONFORM . o ar A SIDE FL E i '' LICABLE S EC CA ONSSIDE FL c A ide Ilare . . N . t TYP) - ., s P 11 - • CONTROL TPERMISSIBLE. t ON 0 JON ._ T c1 L 1 ) 0 w Y �. . ev MAX. a�1 . (TYPICAL) =,tri, �a-a,,, . •.. M.. ,,, i ,�w�w rr . _ toe o [ Ioe _ � .. Face of _ _ •' , � .:. : ' .... ...-, . - .MIN. 4' 6 6 curb curb . 4'RAMP P IDTH . • (TYPICAU AM W tTYPiCA1) . (TYPICAL) TRUNCATED DOMEPATTERN . N , 3 0,1I O AT. 18 IMA1�) ON -CENTER LAS A CONCRETE - F . B H WAYS C 5 CO C E E SHALL CONFORM CURB RA11IP TO APPLICABLE SPECIFICATIONS LAT 1.RY• CP W TYPICAL AMBU O RAM / . WIN • S FT,ARF,1� G SECTIOlYAA . • Q DETECTABLE WARNING PAVER' C on .. . . _ . SW2-02• • . I . . . . . . I I . . . �. � . I . I . I 11 � . . ' I � I I . .. . . . � . . � . . . . I .. .. . I . I SW2-03 I - __ . - - ; . .. * . * . .. .. . I I I . . . � . .1 I . . . . I . I I . I . I I L I . I - .:. . I . ­ � � . I . .. . . . . . . ... .. � . . . .. ­. . � .. ­ . . . . . . I . I .- 7. ,:..­ � I I I I I � . . - " SURFACE FINISH SHALL. COMPLY WITH TAS REOUIREMENTSs " SURFACE FINISH SHALL COMPLY WITH TAS' REQUIREMENTS' • .'SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS' ' � FULL WIDTH AND DEPTH OF'CURB RAMPS SHALL LIGHT REFLECTIVE VALUE AND TEXTURE THAT. SIGNIFiC T Y : FULL WIDTH AND DEPTH OF CURB RAMPS SHALL - LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANT Y FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A LIGHT REFLECTIVE VALUE AND TEXTURE THAT L HAVE IV .:' ' '' CONTRASTS WITH THAT. OF..AOJONiNG PEDESTRIAN ROUTES , •.� WARNING SURFACE SHALL BE DARK RED IN COLOR.. -CONTRASTS WITH THAT OF ADJOINING. PEDESTRIAN ROUTES' ' WARNING SURFACE. SHALL BE DARK REO IN COLOR. THAT OF. ADJOININGTEXTURE CONTRASTS WITH PEDESTRIAN ROUTES. I'', •• : .' WARNING SURFACE SHALL BE DARK RED IN COLOR. I I..'• :' . 5' SIDEWALK 6' SIDEWAL�' 8' SIDE ALK ' j ;,' ++ DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE AT LEAST A 24" LONG SEGMENT. i - "" DIAGONAL CURB RAMPS WITH FLARED SiDES t SHALL HAVE AT LEAST A 24" LONG SEGMENT '• . "* DIAGONAL CURB RAMPS WITH FLARED SIDES . ; ..,.SHALL HAVE AT LEAST A 24" LONG SEGMENT ' OF STRAIGHT CURB.LOCATED ON EACH SIDE i OF STRAIGHT CURB LOCATED ON EACH SIDE OF.THE CURB' RAMP AND WITHIN THE OF STRAIGHT CURB LOCATED ON EACH SIDE OF. THE CURB RAMP AND WITHIN THE • � • t.: .. OF THE CURB RAMP- AND WITHIN THE : CROSSING.. - /. MARKED CROSSING. j . MARKED CROSSING:.- • • ,' . .. �. .MARKED .. .`,. . . _ , i ./ ' / •:. :. = I 25'R.\/ . :. .I CROSS SLOPE NOT..TO EXCEED . �' .' . • CROSS SLOPE NOt TO EXCEED 6• 2Y. OR BE LESS THAN lY• ON ANY '-; / - • � 2'/. IO BE LESS -.THAN i% SI ANY . . , PORTION OF RAMP OR .TRANSITION � /, CROSS SLOPE NOT TO EXCEED 25'R. , TO STREET RAMP.OR TRANSITION < :� .,..t` ' / I . TQ STREET 2511. 2Y. OR BE LESS THAN 1% ON ANY- \ PORTION OF RAMP OR TRANSITION / 25'R .. �\ . 25'R. . : . - ` 7' \� TO STREET I I . /' r' /I/ i LMIDttVG 1\ �. I. / b•X$• ' ;•' • I. PROPERTY LINE � ... ' ,y. . 7:.. _�..�. PROPERTY LINE - i' N UWGING - � ,' SANDING ... PROPERTY LiNE i CURB HEIGHT VARIES ITYP) 4' RAMP 6+A •. ...� WIDTH, ""4',RAMP 4!'' -_-7. . - - 4 . ` a+' " �- . � .: / `IWIDTH -. . A I. .� ...I ', I .T. .' "" ':/ R' ° 4' RAMP �z ► -.-., � s.:.- .. / 5' SIDEWALK a' � , . . WIDTH �.Y. I #" VARIES > "/r v ... :. .., .: *- . 1. 6' SIDEWALK ,' . c� ' • '. + r • '.: tis •F • VARIES 3• :" ! VARIES ,"' • = .. ." `Y ' B' SIDEWALK . �, DE/TECTABLE ,;-•---;'' .... SURFACE.. ... 2• DETECTABLE WARFNING .. • A. " .... .... , SUR ACE r-I. .........................`.... � ... BACK OF CURB . .. .. I . CURB HEIGHT . II BACK OF CURB ., I I1 I DETECTABLE -. . VARIES (TYP) .. : CURB HEiCHT . VARIES (TYP) OF CURB WARNING .,� .BACK . I SSRI -ASE I 5'.SIDEWALK.AMBULATORY II 6' SIDEWALKAMB.ULATORY �*- 8' SIDEWALK AMBULATORY . . . RAMP. AT STREET I]lVT'ERSECTION RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION SW3-00 SW3-02 . SW3-01 I.. . • .... I. .. 11.I. .. ... -. . I . tt' SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS' -- - "SURFACE FINISH SHALL COMPLY. WiTH TAS REOUAREMENI :� .. I 'A SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS' FULL WIDTH. AND DEPTH OF CURB RAMPS SHALL HAVE A FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A I .•• LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY '•. FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE.A .' + LIGHT REFLECTIVE VALUE AND TEXTURE THAT SiG ICANTLY .: ; V LiGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY CONTRASTS WITH. THAT OF ADJOINING PEDESTRIAN ROUTES. I CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. - . �' WARNING SURFACE SHALL BE DARK.REO IN COLOR. . 1. . ".., CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN OUTES. . WARNING SURFACE SHALL BE DARK RED IN COLOR. I WARNING SURFACE SHALL BE DARK RED IN COLOR. I i". ' 1 . 1. 1 25' R: CRO55 SLOPE NDT TO EXCEED �/ I 25' R. CROSS SLOPE NOT TO EXCEED • �' • I CROSS SLOPE NDT TO EXCEED .. •. 2'I.. OR 8E LESS THAN 1/. ON ANY i I 2'/.. OR BE LESS. THAN t% ON ANY 1 • . •! •,:*0 2% OR BE LESS THAN tY. ON ANY • '... •.: i PORTION OF..RAMP. OR TRANSITION ' /: '�.:� . PORTION OF RAMP OR TRANSITION � ` . PORTION OF RAMP. OR 'TRANSITION ( , \ . . -. TO STREET TO STREET � 1 \ •,•.• TO STREET .' n �.• .: I . ^ i 25 R. 25' R. ?� / 25' R. , I / ♦ .. r A . � •C \ : •1 ' t I /SIX •C / \ + � r \ + 5•x5 y LANgiNG PROPERTY LINE i / / �\ \ 1P + c I i I I / . 4; C , LANDING I PROPERTY LINE / I / � e y V I - - - _ 4 " / 5'X5• l PROPERTY LINE .% �\ LANDING + I / \ I. - -- �� � 4' P' 60 __ - - - 4' RAMP -0 )-" WIDTH •4 I t . .- 4' RAMP ?J t WIDTH � . i H .. . ' '.: I. VARIES '.:: I I VARIES I VARIES, . 2' MIN. CURB ALIGNED + � I \ 2' MIN. CURB ALIGNED y \ � W SIDEWALK 2 MIN. CURB ALIGNED . *1 . 1. WITH CROSSWALK T .\ i W SIDEWALK WITH CROSSWALK T \ i I \ :: WITH CROSSWAL . + \ I + � I . � ` i . + • 8' SIDEWALK \ Y 3, t � 11 ; + 2• J Y �: � \ ` 1. ` - - - ` gig WARNGR LE_ - - • .� - - - - WARNIfl LE _ _ - _ _ _ y ��E T I - r - WARNIJIA E-'- - _ _ _ _� SURFACE • SURFACE 1. SURFACE 8' SIDEWALKI AMBULATORY _ 5' SIDEWALK, AMBULATORY 6' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION RAMP. AT STREET INTERSECTION SW3-03 . ' . 1. SW3-04 . . : ; - :...:.. . . .' . ._ SW3-05