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Home My WebLink AboutDrawingsNOTE: WHEN SCALING PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. C _- �rFq�� \ — HORSE HAVEN LANE ----------------- MFNT / I I 0 X - IES HMAC G 8„ WA - - EXISTING 15" S tTARY SEWER \ ,. EXISTING WATERLINE DOWEL T MH _ - EXISTING _ - - I - -- - --- -- -- --- ._ M BACK OF CURB - -- -- XISTING C - i 6' SIDEWALK @ 3' - - -- - EX - - - _ ISTIN SANITARY SEWER E 1 � URB - - - _X -MH _ - ~ -- EXISTING-FEI�CE - _ - �� - EXG8"WATER _ FROM BACK OF CURB '26� _� ----__--- _--- `` _ - _ ACADEMY DELIVERY DRIVE / _ '260- _ / GANDER MOUNTAIN DELIVERY DRIVE 50' ROW - - ' EXISTING ' --259_ _ _ - __ ,-_ - 7::_ - CURB / 5' ROW DEDICATION...�! ___ ___ 1 / BEGIN SIDEWALK- / n_' .. l �_ _ - END PROPOSED SIDEWALK _ _ DOWEL TO X -CURB _. _ -..,•- - / _ `_ - • , \ - - INSTALL AMB. RAMP- I ' /. .i�o.��II: e■ , ' ARCH ------.. 262_ m- - r _ , ; -•, , . ® / - _ �- -,. _ -' ,/moi _ - -- — _..._ - ---_- ` O - PROPOSED CURB - - -- \ ( ONE WAY ��J2EE _ - _ ICRETF p o �..� - _2 . .►' �\ %fI -- _ - _ AVFME - \" 4- X -FH / 62. _ r ; \ _71,-_ — _ NOTE - . ` \ / NT , \ _ \ EXISTING PLANTER .7` r / y j f / I THE CONTRACTOR SHALL INSTALL & MAINTAIN AN EROSION EXISTING 8\WATf2 �� \ & SIGN /� / rn 2 / / I 1 r \ CONTROL SYSTEM (ECS) THAT WILL CONTAIN ALL SEDIMENT ON ✓"�%� _I I I �� ' \ PROPOSED BUILDING - - ' _ - T 442 / _ �•:,.. �,;, -_�� SITE DURING CONSTRUCTION ACTIVITIES, THE ERS WILL REMAIN IN'T. P PLACE UNTIL A HEALTHY GROUND COVER IS ESTABLISHED AND - I T-'`; I - '' Rpp / , ..._ 1Q WIDE MULTI USE PATI - - _ - - - i� i f L +T T SFD \ / , / \ PROPOSED VIIATERLINE" THEN IT SHALL BE REMOVED BY THE CONTRACTOR. \ I r ; �� .a i +lr:' CO/�C ,/ _ f / \ I 15 UFF,ER ,ACCE I R�T�'� WROUGHT IRON FENCE ALONG BU R I � SEMEN I Fp ° � ��.,11EL 1 ��: �F HEDGE- t'T I"r v / Fw l" / 1' / f _ I I b Y \PL '�! l 1 I is, ° 25 - I I I m� r. N _ ' \ / -- SCALE: 1" 20' - -- - -- EXISTING -CURB ` -`� - �� - - 8" WATE L / _ L V I RINE WE RENT STORAGE - BLOCK ONE LOT ONE F 2.59 ACRES MORGAN RECTOR LEAGUE, A-46 �'• • • COLLEGE STATION, BRAZOS COUNTY, TEXAS Y . MICHAEL G: HESTER .� X2-0 69104 267 HORSE HAVEN LANE �,� �o �� FEBRUARY, 2012 �F/ss LENSG� SH��T NO. od�� as HORSE HAVEN LANE SIDEWALK PLAN & PROFILE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, P.E. NO. 69104 HESTER ENGINEERING COMPANY - FIRM # F-3476 - FEBRUARY 22 2012. ALTERATION OF A SEALED DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE EN (NEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. PRELIMINARY NOT FOR CONSTRUCTION OF 3 SHEETS ❑ ❑ #f-3476 T91@m 0 ELMD/,N] 80630 0 9 MOM MIN Mug ffTOM MOHR GENERAL NOTES: ALL CONSTRUCTION SHALL BE INSPECTED BY A REPRESENTATIVE OF THE CITY ENGINEERS OFFICE AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE REPRESENTATIVE TO ASSURE COMPLIANCE. NO HEAVY EQUIPMENT OR STOCK PILING OF MATERIAL WILL BE ALLOWED WITHIN THE DRIPLINE OF THE REMAINING TREES. CONTRACTOR SHALL KEEP ALL STREETS CLEAR OF MUD AND DEBRIS AT ALL TIMES. IN ALL INSTANCES REMOVE TOP LAYER OF ORGANIC MATERIAL PRIOR TO BEGINNING FILL. THE CONTRACTOR SHALL CONTAIN ALL SEDIMENT FROM THE CONSTRUCTION ACTIVITIES ON SITE BY THE USE OF HAY BALES OR SEDIMENTATION FENCING AND SHALL BE RESPONSIBLE FOR OBTAINING THE TCEQ PERMIT FOR EROSION CONTROL AND SILT PROTECTION IF REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (N01) WITH THE APPROPRIATE AGENCY IN ORDER TO COMPLY WITH EPA / TCEQ REQUIREMENTS. SAID NOI SHALL BE FILED TWO DAYS BEFORE CONSTRUCTION BEGINS, IF REQUIRED. SILT FENCING SHALL BE INSTALLED AROUND ALL INLETS AND MANHOLES UNDER CONSTRUCTION TO PREVENT SEDIMENT FROM ENTERING THE STORM SEWER SYSTEM. ALL DOWNSTREAM, EXISTING & PROPOSED INLETS SHALL BE SANDBAGGED. THE PLACEMENT OF THE SANDBAGS WILL BE IN THE STREETS AND WILL COLLECT SEDIMENT WHILE ALLOWING WATER TO FLOW INTO THE INLETS. ALL MUD AND DEBRIS DEPOSITED IN THE STREETS AS A RESULT OF BECOMING SEPARATED FROM VEHICLES OR EQUIPMENT LEAVING THE SITE SHALL BE REMOVED FROM THE STREET IMMEDIATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL SEDIMENT CONTROL DEVICES AFTER THE CONSTRUCTION IS COMPLETE AND THE PLANTED AREAS HAVE BEEN STABILIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A HEALTHY GROUND COVER IN AREA'S AFFECTED BY THE CONSTRUCTION. EXCAVATE AND REMOVE ALL UNSTABLE AND/OR SATURATED SOILS PRIOR TO PLACEMENT OF ANY FILL MATERIAL OR CONCRETE TO AVOID SETTLEMENT. NOTE: THE CONTRACTOR SHALL CONTACT U DIGTESS: 800 -DIG -- ATMOS: KIMBERLY VERIZON: BRENDA ALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AN -Y COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION CoCS ELECTRICAL: ERIC HORTON 979-764-3660 N - 979'774-2506 CoCS WATER & SEWER: BUTCH WILLIS 979-764-3660 )CK - 97(9-821-4770 SUDDENLINK: CHRISTOPHER GOOTEE - 979-595-2429 NOTE: HESTER ENGINEERING COMPANY IS NOT RESPONSIBLE FOR THE ACCURACY OF THE TOPOGRAPHIC SURVEY WORK SHOWN ON THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOP CONFIRMING EXISTING ELEVATIONS AND DIMENSIONS PRIOR TC CONSTRUCTION BY EXPOSING ALL EXISTING LINES. NOTE: COORDINATE WET CONNECTIONS WITH BUTCH WILLIS, CoCS UTILITY DEPARTMENT, 979-764-3660 AT LEAST 48 -HOURS PRIOR Ti CONNECTION. ITEM DESCRIPTI, ,N UNIT QUANTITY UNIT,COST EXTENSION 1 CLEARING, GRUBBING & PREPERA ZION L.S. 1 $2,500.00 $2,500.00 6" WIDE REINFORCED CONCRFTE aIDEWALK ALONG HORSE 2 HAVEN LANE (425+/- L.F.) REMOVE EXCAVATED MATERIAL S.F. 2558 $4.00 $10,232.00 FROM SITE 11 VARIABLE WIDTH REINFORCED CO CRETE SIDEWALK 3 (MULTIUSE PATH) W/2' -FOOT WIDE! SHOULDERS (647 L.F REMOVE EXCAVATED MATERIAL FROM SITE SOLID SOD GRASS (M CH EXISTINi ) ALL AFFECTED S.F. I 5305 I $4.00 ( $21,220.00 4AREAS COMPLETE IN LACE F S.Y. 1 158 $2.50 $395.00 SIDEWALK: ITOTAL ESTIMATED CONSTRUCTION COST = $34,347.00 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITIES STANDARD SPECIFICATIONS FOR STREE CONSTRUCTION UNLESS OTHERWISE STATED IN THE CONTRACT DOCUMENTS OR ON THE DRAWINGS. BID AMOUNTS INCLUDE COSTS FOR ALL INCIDENTAL WORK. THE TOP OF GROUND SLOPE TO BE A MINIMUM OF 1/4 -INCH PER FOOT (2 -PERCENT) BETWEEN THE CURE AND RIGHT OF WAY LINE, RISING TO THE ROW FROM THE CURB. CONCRETE: ALL EXPOSED CORNERS ON STRUCTURES SHALL BE CHAMFERED 3/4 -INCH. REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2 -INCHES FROM THE SURF CHAIRS ARE REQUIRED TO SUPPORT THE REPAR. ALL SIDEWALKS SHALL BE PLACED SO AS TO ACHIVE A MINIMUM OF 4 -INCHES IN THICKNESS ON A COMPA TED SUBGR) ALL SIDEWALKS AND FLUMES SHALL BE CONSTRUCTED USING CONCRETE HAVING 5 -SACKS OF CEMENT P R CUBIC YAP STRENGTH OF 3000 PSI. OF THE CONCRETE. PLASTIC REBAR AND A MINIMUM 28 -DAY COMPRESSIVE ALL STRUCTURES, CURB AND GUTTER AND PARKING LOTS SHALL BE CONSTRUCTED USING CONCRETE HA ING 6 SACKS pF CEMENT PER CUBIC YARD AND A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL CONCRETE CONNECTIONS SHALL BE OBTAINED BY DOWELS AT ALL CONNECTING FACES WITH NO. 3 MOOTH REINFORCING BARS ON 12 -INCH CENTERS. THE CONNECTIONS SHALL BE PROVIDED WITH 1/2 -INCH EXPANSION JOINT MATERIAL (NON EXTRUDING FILLER) ALONG THE ENTIRE LENGTH AND SHALL BE CAULKED WITH SONNEBORN SL -1 OR AN APPROVED EQUAL. DEPTH OF DOWEL EMBEDMENT SHALL BE A MINIMUM TF 6 -INCHES. CONNECTION TO EXISTING STRUCTURES SHALL BE SAWCUT. I LO 000 0r 0 OCCN QN QN N a co a 3: Lp co >_ U- N O + N �U Z N Q> + N N U LllW C14 0U w U�U Oe oo i I ( FILL SHALL BE COMPACTED TO 95 -PERCENT STANDARD �I o ~ I I z N t¢- I PROCTOR DENSITY PER ASTM D698 TO WITHIN 0 TO 4 ( J) N J I� Lu r` 0 En I al ( al CD ( PERCENT OF OPTIMUM MOISTURE CONTENT. I do o Lri m0 al U) > o �r > I > I w+� ( I o+ o +o+ �Q �QQQ 1 I oN I I � I t I I I I �-E¢- Ln U) W LO zo l I I I I I o I 265z 265 ---- --------------- -----L-------------------- -----I--------------------------- -I---------------------------I-- ------------ — ------- 0 0 1 _j CENTERLINE TOP OF SIDEWALK @ 0.12` ABOVE EXISTING BACK OF CURB ( NATURAL GROUND @ 5' FEET RIGHT OF CENTERLINE I I I o I (SLOPE OF SIDEWALK IS + 2% BETWEEN BACK OF CURB AND RIGHT OF WAY) I 10' WIDE MULTI USE PATH( 0 I I @0.29% z — -----� @0.33% ol (' — '�- —_ ( \" %COMPACTED SUBGRADE % NATURAL GROUND AT CENTERLINE Iv SUB�RA`�E I NATURAL GROUND @ 5' LEFT OF CENTERLINES 26U qg% TED @?,. .; \, ', COMpAC ; , :, \.. 260 �'�,,` --'----- `7 I '------------------------- I -- ---------------------- --I— ----------------------- --I- —�— ----------- STA: 10+08.79 T/C 257.63 -�' I, ` \/ i...,. I ( I SCALE: X MANHOLE I I ��_ ' V. 1 2 255 '10+00 'I'I X00 12+ 1300 14+00255 WE RENT STORAGE - BLOCK ONE LOT ONE F 2.59 ACRES MORGAN RECTOR LEAGUE, A-46 �'• • • COLLEGE STATION, BRAZOS COUNTY, TEXAS Y . MICHAEL G: HESTER .� X2-0 69104 267 HORSE HAVEN LANE �,� �o �� FEBRUARY, 2012 �F/ss LENSG� SH��T NO. od�� as HORSE HAVEN LANE SIDEWALK PLAN & PROFILE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, P.E. NO. 69104 HESTER ENGINEERING COMPANY - FIRM # F-3476 - FEBRUARY 22 2012. ALTERATION OF A SEALED DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE EN (NEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. PRELIMINARY NOT FOR CONSTRUCTION OF 3 SHEETS ❑ ❑ #f-3476 T91@m 0 ELMD/,N] 80630 0 9 MOM MIN Mug ffTOM MOHR GENERAL NOTES: ALL CONSTRUCTION SHALL BE INSPECTED BY A REPRESENTATIVE OF THE CITY ENGINEERS OFFICE AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE REPRESENTATIVE TO ASSURE COMPLIANCE. NO HEAVY EQUIPMENT OR STOCK PILING OF MATERIAL WILL BE ALLOWED WITHIN THE DRIPLINE OF THE REMAINING TREES. CONTRACTOR SHALL KEEP ALL STREETS CLEAR OF MUD AND DEBRIS AT ALL TIMES. IN ALL INSTANCES REMOVE TOP LAYER OF ORGANIC MATERIAL PRIOR TO BEGINNING FILL. THE CONTRACTOR SHALL CONTAIN ALL SEDIMENT FROM THE CONSTRUCTION ACTIVITIES ON SITE BY THE USE OF HAY BALES OR SEDIMENTATION FENCING AND SHALL BE RESPONSIBLE FOR OBTAINING THE TCEQ PERMIT FOR EROSION CONTROL AND SILT PROTECTION IF REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT (N01) WITH THE APPROPRIATE AGENCY IN ORDER TO COMPLY WITH EPA / TCEQ REQUIREMENTS. SAID NOI SHALL BE FILED TWO DAYS BEFORE CONSTRUCTION BEGINS, IF REQUIRED. SILT FENCING SHALL BE INSTALLED AROUND ALL INLETS AND MANHOLES UNDER CONSTRUCTION TO PREVENT SEDIMENT FROM ENTERING THE STORM SEWER SYSTEM. ALL DOWNSTREAM, EXISTING & PROPOSED INLETS SHALL BE SANDBAGGED. THE PLACEMENT OF THE SANDBAGS WILL BE IN THE STREETS AND WILL COLLECT SEDIMENT WHILE ALLOWING WATER TO FLOW INTO THE INLETS. ALL MUD AND DEBRIS DEPOSITED IN THE STREETS AS A RESULT OF BECOMING SEPARATED FROM VEHICLES OR EQUIPMENT LEAVING THE SITE SHALL BE REMOVED FROM THE STREET IMMEDIATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL SEDIMENT CONTROL DEVICES AFTER THE CONSTRUCTION IS COMPLETE AND THE PLANTED AREAS HAVE BEEN STABILIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A HEALTHY GROUND COVER IN AREA'S AFFECTED BY THE CONSTRUCTION. EXCAVATE AND REMOVE ALL UNSTABLE AND/OR SATURATED SOILS PRIOR TO PLACEMENT OF ANY FILL MATERIAL OR CONCRETE TO AVOID SETTLEMENT. NOTE: THE CONTRACTOR SHALL CONTACT U DIGTESS: 800 -DIG -- ATMOS: KIMBERLY VERIZON: BRENDA ALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AN -Y COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION CoCS ELECTRICAL: ERIC HORTON 979-764-3660 N - 979'774-2506 CoCS WATER & SEWER: BUTCH WILLIS 979-764-3660 )CK - 97(9-821-4770 SUDDENLINK: CHRISTOPHER GOOTEE - 979-595-2429 NOTE: HESTER ENGINEERING COMPANY IS NOT RESPONSIBLE FOR THE ACCURACY OF THE TOPOGRAPHIC SURVEY WORK SHOWN ON THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOP CONFIRMING EXISTING ELEVATIONS AND DIMENSIONS PRIOR TC CONSTRUCTION BY EXPOSING ALL EXISTING LINES. NOTE: COORDINATE WET CONNECTIONS WITH BUTCH WILLIS, CoCS UTILITY DEPARTMENT, 979-764-3660 AT LEAST 48 -HOURS PRIOR Ti CONNECTION. ITEM DESCRIPTI, ,N UNIT QUANTITY UNIT,COST EXTENSION 1 CLEARING, GRUBBING & PREPERA ZION L.S. 1 $2,500.00 $2,500.00 6" WIDE REINFORCED CONCRFTE aIDEWALK ALONG HORSE 2 HAVEN LANE (425+/- L.F.) REMOVE EXCAVATED MATERIAL S.F. 2558 $4.00 $10,232.00 FROM SITE 11 VARIABLE WIDTH REINFORCED CO CRETE SIDEWALK 3 (MULTIUSE PATH) W/2' -FOOT WIDE! SHOULDERS (647 L.F REMOVE EXCAVATED MATERIAL FROM SITE SOLID SOD GRASS (M CH EXISTINi ) ALL AFFECTED S.F. I 5305 I $4.00 ( $21,220.00 4AREAS COMPLETE IN LACE F S.Y. 1 158 $2.50 $395.00 SIDEWALK: ITOTAL ESTIMATED CONSTRUCTION COST = $34,347.00 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITIES STANDARD SPECIFICATIONS FOR STREE CONSTRUCTION UNLESS OTHERWISE STATED IN THE CONTRACT DOCUMENTS OR ON THE DRAWINGS. BID AMOUNTS INCLUDE COSTS FOR ALL INCIDENTAL WORK. THE TOP OF GROUND SLOPE TO BE A MINIMUM OF 1/4 -INCH PER FOOT (2 -PERCENT) BETWEEN THE CURE AND RIGHT OF WAY LINE, RISING TO THE ROW FROM THE CURB. CONCRETE: ALL EXPOSED CORNERS ON STRUCTURES SHALL BE CHAMFERED 3/4 -INCH. REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2 -INCHES FROM THE SURF CHAIRS ARE REQUIRED TO SUPPORT THE REPAR. ALL SIDEWALKS SHALL BE PLACED SO AS TO ACHIVE A MINIMUM OF 4 -INCHES IN THICKNESS ON A COMPA TED SUBGR) ALL SIDEWALKS AND FLUMES SHALL BE CONSTRUCTED USING CONCRETE HAVING 5 -SACKS OF CEMENT P R CUBIC YAP STRENGTH OF 3000 PSI. OF THE CONCRETE. PLASTIC REBAR AND A MINIMUM 28 -DAY COMPRESSIVE ALL STRUCTURES, CURB AND GUTTER AND PARKING LOTS SHALL BE CONSTRUCTED USING CONCRETE HA ING 6 SACKS pF CEMENT PER CUBIC YARD AND A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL CONCRETE CONNECTIONS SHALL BE OBTAINED BY DOWELS AT ALL CONNECTING FACES WITH NO. 3 MOOTH REINFORCING BARS ON 12 -INCH CENTERS. THE CONNECTIONS SHALL BE PROVIDED WITH 1/2 -INCH EXPANSION JOINT MATERIAL (NON EXTRUDING FILLER) ALONG THE ENTIRE LENGTH AND SHALL BE CAULKED WITH SONNEBORN SL -1 OR AN APPROVED EQUAL. DEPTH OF DOWEL EMBEDMENT SHALL BE A MINIMUM TF 6 -INCHES. CONNECTION TO EXISTING STRUCTURES SHALL BE SAWCUT. NOTE: WHEN SCALING L TED SHEETS: CH K BAR SC`ALI� FOR Cl/IRACY. / PL EXIJNG 5' SIDEWALK T TO X -SIDEWALK 01.1 XT/C 254.53 ` 1 /moi O / �\\ �\\\ \ �\ �\ 20 PUE O 4/;XTC262.42 i/ / \ n / / \� �\ EXISTING 8 WATERLINE TELE -PED 9x) ,' ,t STA. 10+.0 20' PUE 4285/35 ; HORSE HAVEN ESTATES / / / 4 @RIGHT/OF WAY ��-G / / �`\ �`�� i PHASE THREE / / � \ ' STA:13.48 � �10 / - �'' J�`GP ELEC. TRANSFORMER / 7-- BLOCK THREE XTC262.34, 7901/165 26� 20' PUBLIC ACCESS EASEMENT/ N/' �7i �� STA: X10+50 ELEV: 260.1/i i / /`L / PL / -_'- �• 20' PUE 7901/165,ti`' / / �--4:1 / / - / HPT =1 fao.¢4 �� - / - ��{w. / ' PRC -11+.54.15 20'PUE � ,'�' �-- 2 - '� ZONED R-1 SINGLE FAMILY RESIDENTIAL I 5 SIDEWALK > -Q,\� \ ' ,\�. \ \ _ , �� i �x �.. VPI STA: 1 30 / 1 \\a \\, \\'�i\\\ `• V ,c �\�� O�/i \ -.-...ice / /' ,C' \\� '/� .;J: :. \�� • \ \ ^- i / . r- \\N / EXISTING WOOD FE`NOEry lotX-F \\ "7y �� T\Y`.-� -\\.` Avo /G\�( _ - / moi/.-_� ��'.�.\�� .l`�t^\\ \\`� \\\ �\\ \ � � / `�.. � / /!. \ _��'•-\ � \yam F \ � �. � J / / l BUILDINGMl /. r/ 15 PUE �� \ I t\ \ � �� \ •\ ! r' FIRE HYDRANT 0 / r' "= / SCALE: 1 20 / ' l CURB / \ � �\ � �..,\ �\��\\�,.��• 9---'" �r T %�\ _ ,, ; , _.-� / -� / - % / o\ \\� '� \ `\ � / �� `moi �;�\.�\� \J� HPC STA: 11 19.86 � ��. \. �\\� T� / ,�,��., `\` _�\ 7 �, �,�, � • -f'-2:1 ,, ,, / / i (O/ �� '/// �� •/ / / / iii �-�� LANE I CO,qV' / , / / I C �� \`-\\,�-.�'�� \ / \ `~% \ 73xO �� ice' /' / 000 /� o �vFMF 4f)/ ;�,'�•. ./' 'ham:;'%- r•- `;'i'� � 000 20' PUBLIC ACCESS EASEMEIgT, �� V V V l/�' V •/• - \\ \\\\ BUILDING /'WROU FENCE ALONG BUFFER�� -�� HPC 13+84.06 , ,,- ._ �.0 �/ �r „�. ./'' PROP,O§ED C0 Oi7RS n(�- �� \ ��\ , , - / ,tis - , 00 \ 15 WIDE BUFFER STORAGE r 8COGK ONE LOT /01/ - \ // /EXISTING CONT, RSOf / Of VARIABLE WIDTH DRAIN . &_CONSERV TION EASEMENT 4107/07 0.0 1 / OW POINT T/C 249.74%' D ' \ / /`; �;7; _/ BV E: 250.49 r , WE RENT ST RAGE -\ ;�, I ; f /'O \ CROSS SLOPE OF 2 PPPPRCENT ,'�// / \� BLOCK ON LOT 1 \ 20 PUE TO DRAIN DOWS�EAM I 00 N • co 0 co� inn d• O p LO 0 Oto � O I ht) ''d 010 -� OD N Cn M 0) O I M N 00 r ILr) I i Ln O O d7 I 07 0i d dj 00 I I I I t00 d c0 r� Lr) I � to to I to 00 I to I �, � � � I 0o Lr) I O L(0 0n I O� I d ';t� 01 � i N + N -I- N 1 + N + N + N I + N + N 1 -I- N I .} N n N I + ',N I N W F I N O 0 O I �U KU �U I N NI 1 M I + + I Ln IU UJ + N U V I �iN r 1 r U U i �1\ I W U QIP \ U m U W I fa- F¢- H I u m (�� W I �~ I U> (n W I �l OQ m w I to v) l cn I i > 1 > I U I > °' > I I to a l U) U) DOWEL TO SIDEWALK i vl v - E- I m w I I I m w I >1 p I ALONG HORSE HAVEN LANE _ _ a l = I PVI STA =12+30 1 = I I I _ i 0- 11-11' PVI ELEV - 259.75 i i a i I \\ PVI STA -10+58.4 al I I 0- I 1 i a \ r. A.D. 4.25 \\ �V 1 I , 1 I PVI ELEV = 258.891 I �$o�10K = 5.88 I A.D. = -4.25 1 25'VC K=5.88 I , \\ F I I I I I I I I I 1 1 I 25 VC ( I 1 I CENTER LNE TOP OF SIDEWALK 260 _I I ------- I I I I ----------------------------- -t= -------------------------- -I--_. ------------------------ ---------- —_ - - `'L------------------------------ ----------------------- L-------------------------------------------------------t------------------------------------------------I------------- ------ ___ i � I I •� I I I i I -- • • —'' _ NATURAL GROUND @ 10' LEFT OF CL I I r---------- I ---s. I NATURAL GROUND @ CL SIDEWALK i I I I I FILL SHALL BE COMPACTED TO 95 -PERCENT STANDARD LOW POINT ELEV = 249.74 PROCTOR DENSITY PER ASTM D698 TO WITHIN 0 TO 4 I i ___- 1 \ NATURAL GROUND @ 10' RIGHT OF CL I i I LOW POINT STA = 14+38.17 PERCENT OF OPTIMUM MOISTURE CONTENT. i i �� i �� \ PVI STA = 14+31.94 I PVI ELEV = 249.30 I A.D. = 7.60 i I I I cur K=6.58 ( I I ` \� 255_ 1 I 1\ \�� 50'VC i I -------+' �� \ I I I ----------------------------------------------------------------i-----------------------------------------------------I---------------------------------------------- -------------------- ---------------i--------I------------------------------ ----------------------I------------- I I i i I 250 io'oo 0 '\ I •I I 00 i \ BASE FLOOD ELEV 251 ----------------------------------- -- ��d0000 WE RENT STORAGE - BLOCK ONE LOT ONE OF r� �P • ' .'i%9 �� 2.5 9 ACRES i @ LOWPOINT SLOPE SIDEWALK @ 2 PERCENT IN DOWNSTgAM DIRECTION oo� • *N� MORGAN RECTOR LEAGUE, A-46 F `�MICHAEL•G.•T COLLEGE STATION BRAZOS COUNTY TEXAS . • ........H. ES. ER .l1 I I I I �-o 69104 .��0 267 HORSE HAVEN LANE �8��°�•��o• FEBRUARY 2012 .BENS. SHE== -F NO. NNAL �� 12+00 13+00 14+00 15+00 _ MULTI USE PATH PLAN & PROFILE THE -SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, D P.E. NO. 69104 HESTER ENGINEERING COMPANY - FIRM # F-3476 - FEBRUARY 22 2012. ALTERATION OF A SEALED DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE EN (NEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. PRELIMINARY NOT FOR CONSTRUCTION of 3 SHEETS ❑ ❑ #f-3476 0 Q TOW 1106043 a i o i w 1 I i _�__ 260 -------------------------------1------------ -------.. 1 1 I 1 1 I I I I I \ I \ I I I \ I I I I i i 1 i DOWEL TO EXISTING SIDEWALK 25 I I - - -- @0.4 /° .. I ------- I I I I I I I I I ------------------------------ --------------------5 -- I i SCALE: H:1"=20' I V:1 "=2' I i I I I I i 16-00 245 NOTE: WHEN SCALING PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. PAVEMENT CURB CROSS SLOPE 2'/. to 41 7777777777777 8` TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS • BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK, CROSS SLOPE 27 MIN. CROSS SLOPE SIDEWALK La 2)r MAX., 11 MIN. IIj� Z r 1't o: 0 0. SIDEWALK SLOPE REQUIREMENTS DAT E DETAIL NO, F O C1'rs' 13(tYe1 JAN. 2009 GIGS UNIFIED t'n� c r Ccna.tc c;S�,Tf�riN Cary of STANDARD. DETAIL . SWI -00 GENERAL NOTES FOR DETECTABLE WARNINGS 1.CURB RAMPS MUST CONTAIN A DETECTABLE 5.DETECTABLE WARNING SURFACES SHALL BE WARNING SURFACE THAT CONSISTS OF RAISED A MINIMUM OF 24" IN DEPTH IN THE DIRECTION TRUNCATED DOMES COMPLYING WITH SECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS FULL WIDTH OF THE CURB RAMP OR LANDING (TAS). THE SURFACE MUST CONTRAST VISUALLY WHERE THE PEDESTRIAN ACCESS ROUTE WITH ADJOINNG SURFACES, INCLUDING SIDE ENTERS THE STREET. FLARES. FURNISH DARK BROWN OR DARK RED DETECTABLE WARNING SURFACE ADJACENT TO 6.DETECTABLE WARNING SURFACES SHALL BE UNCOLORED CONCRETE. UNLESS SPECIFIED LOCATED SO THAT THE EDGE NEAREST THE ELSEWHERE IN THE PLANS. CURB LINE IS A MINIMUM OF G" AND A 2. DETECTABLE WARNING SURFACES MUST BE MAXIMUM' OF 10 FROM THE EXTENSION OF THE FACE OF CURB. CURVED ALO WARNING SLIP RESISTANT AND NOT ALLOW WATER SURFACES MAY BE CURVED ALONG THE TO ACCUMULATE. CORNER RADIUS. 3. ALIGN TRUNCATED DOMES IN THE DIRECTION 7. TxDOT MAINTAINS A LIST OF OUALIFIED OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. OETECABI E WARNING MATERIALS. 4.5HADED AREAS ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. z JIn Q Q c� W Landing DETECTABLE WARNING SURFACE £ rapCCC)Jt;';:•:o000]1.. . �aSQpJ7 Oot0O7 ':'.:•, bD�} iQCiI a0; otT•;'. (DOETO RUNPARALLEL ALL EL TO PEDESTRIAN TRAVEL) 4" Mox and Usual b:SIDE FLAREc (TYP) N 6" min FACE OF C U RB 10" mox TYPICAL PLACEMENT OF_0_0 Q DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN CI [Y OF BRYAN 1\ DA, JAN. 20D9 B/GS UNIFIED DETAIL NO. C;rrr,ir (.'cn.trc cc 5r. n,)N r..r-... r...l :..x�STANDARD DETAIL .SW2-0I SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R `1/2" 0 X 18",12" O.C. 3/4 (COATED W/HEAVY GREASE) 4,. RECYCLED MATERIAL, 112 �`--3" LONG METAL OR PLASTIC CAP. THICK AS MANUFACTURED INSIDE DIAMETER TO BE 1116" GREATER' BY J.O. RUSSELL CO.OR THAN DIAMETER OF DOWEL BAR. CAP APPROVED EQUAL MUST BE LONG ENOUGH TO 'COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS I" FROM END OF BAR. sr�rrr;�txri�1�,51��e cns�t:crrnw;f��rr�T NOTES SAWED OR FORMED, 1. SIDEWALK PLACEMENT SHALL BE IN i/8" TO <3116" SEAL WITH EXPANSION' JOINT MATERIAL..MIN. ACCORDANCE WITH 81CS UNIFIED 3I8 "R DESIGN GUIDELINES. 2 FINISH: `LIGHT BROOM FINISH. JOINTS 1 TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK q„ WIDTH. EXPANSION JOINTS Q 60' O.C., T CONTRACTION JOINTS a 4+ O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO, SIDEWALK SIDE1,F 4LIi C UIV 7?, -1(770A7 0IAr1' (DRIVEWAY. INLET BOX, CURB, JUNCTION BOX, ETC-) WITH 13 x 12" I� BARS a 12" O.C. OR 14 x 12" BARS T a 18" O.C. j 4. COMPACTION; COMPACTED SUBGRADE 1-3'-O" MIN. 6'-0" _ MATERIAL COMPACTED TO A DENSITY - j- VARIES I AT LEAST 98% -OF MAXIMUM DRY T27 DENSITY AS DETERMINED, 41AX- I PROCTOR COMPACTION TEST ASTM -r •-'- ' I D698'(STANDARD)AND SHALL BE 0-4% WET OF THE OPTIMUM -SEE NOTE 4 MOISTURE CONTENT. 5: A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL •3 BARS a 12" O.�C.E.W. OR 28 -DAY CONCRETE SSI PROVIDED FOR ENTIRE LENGTH OF IDEWALK. 14 BARS 0 18" O.C.E.W. STRENGTH= 3000 psi. (4" THICK MIN.) SEE FINISH NOTE ,9.I,Cl.VG ;T ILVOR COLLE, ('1 C 1f S ANIS Z LIIGLK 61 CONCRETE SIDEWALK fl 4-ir DATE• DDETAIL N0. B/GS UNIFIEDCILt O} 131111N JAN. 2009 STANDARD Crf, rrr C oras. eSrnrr c $W1-028 rc Z 0 W.> w tr w 5'x 5 CL r- o LANDING 0- 0- 9. OU V) io (L 1 Iy SIDE FLARE 1:10 SLOPE MAX. (TYPICAL) -•-• FACE OF CUR$ 6' < > E 6' (TYPICAL:) T 4'RAMP WIDTH T (TYPICAL) (TYPICAL) TYPICAL AMBULATORY RAMP W! FLARED WINGS DATE DET/WL N0. G /I C1'I'1't)1131(l'1\ JAN. 2009 B/GS UNIFIED C'n't-:crFC:cpa.exbu$r'n•noN STANDARD DETAIL SW2-02 METAL T -POST AS REO'D. TO MAINTAIN, SPACED W APART SLT FENCE ANC MAY BALES TO. USED IN AREAS DRAINAGE FLOW NATURAL 4"X4" MIN_ TRENCH - 2"X4" WIRE MESH FASTENED TO T•POST -- SEDIIJENT CONTROL FABRIC FASTENEO SECURELY TO T -POST L WIRE MESA 8" OF FILTER FABRIC TO EXTEND flr INTO A TRENCH AND BE ANCHORED' WITH COMPACTED BACK FILL 117 i 3 zD" I L_4 ALLOW 2,5' TO V AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE, ALIGN FENCE ALONG SLOPE CONTOURS, h1r 41R£CUON OF FLOP( SILT FENCE ASSEMBLY (Try 9.47{.. ---- _ _.- B/C5 UNIFIED _C•1 NL nig Iilti.�4'- JAN. 2009 STANDARD DETAIL SWPPI-03 GENERAL NOTES (PAVERS) CROSS SLOPE FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL c � a Londing 9 > REQUIREMENTSOF ASTM C -936.,C-33. LAY IN -A TWO BY TWO T 23% UNIT BASKET WEAVE PATTERN OR AS DIRECTED. DETECTABLE WARNING LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE 'UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A>POWER SAW. DOME SURFACE NO.3 REBAR AROUND 4" Mox PAVER INSET 4,, 2" odd Usuoi DETECTABLE WARNING PAVER WITH EXPANSION JOINT TRUNCATED DOME SURFACE AS REQUIRED SIDE FLARE 1" MORTAR BED - SHALL ;CONFORM TO APPLICABLE SPECIFICATIONS IT YP) A CONTROL JOINT PERMISSIBLE SIDE FLARE by (TYP) + .1J1;'I LC -7:4 13LI,' MIN. 4' No.3 REBAR AT 1 t;911r'4I'1'G 18 " (MAX,} ON CENTER 18TH CLASS A CONCRETE - SHALL CONFORM WAYS TO :APPLICABLE SPECIFICATIONS - SCC I TUtVA"I 0 CROSS SLOPE 21 B rI c � a Londing 9 > 2Z OR BE LESS T 23% CL ov DETECTABLE WARNING OR TRANSITION PAVER WITH .TRUNCATED DOME SURFACE O O O 1. 4" Mox 4,, 2" odd Usuoi 0 C) '0 0 1'. o ' G A A SIDE FLARE by (TYP) + .1J1;'I LC -7:4 13LI,' 1 t;911r'4I'1'G - I' la SLR TI1Zr'j'4C'A711.)DOY IL~ 1'47111>;'.\! FACE OF CURB NLOPERTY - E y DETECTABLE NARKING PAYER - DETECTABLE i (OPTI!ONAL) WARNING -_ GTTS.-O} 13tt1.1ti ,, ,,.,,,, r ,,, C`ri- OFl`ur.LME Skrxno%- DATE JAN. 2009 B/GS UNIFIED STANDARD DETAIL DETAIL NO. SW2-03 oFWE RENT STORAGE - BLOCK ONE LOT ONE - ��P�� • F�� 2.59 ACRES MORGAN RECTOR LEAGUE, A-46 o ' F, MICHAEL G • • COLLEGE STATION BRAZOS COUNTY TEXAS • • O� G. NESTER � , �69104 * y- 267 HORSE HAVEN LANE �/CENS- FEBRUARY, 2012 G� SHEE=T NO- CoCS STANDARD SIDEWALK DETAILS THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, P.E. NO. 69104 HESTER ENGINEERING COMPANY - FIRM # F-3476 - FEBRUARY 22 2012. ALTERATION OF A SEALED DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE EN INFER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. PRELIMINARY NOT FOR CONSTRUCTION OF 3 SHEETS ❑ ❑ #f-3476 D vi E I�9) no ii7f IT 0 D 0 0 0 QTOYTENVEM BHWIE:'� EM WON WON VEIN Mug, TWOO Q MOM R GENERAL NOTES FOR DETECTABLE WARNINGS 1. CURB RAMPS MUST CONTAIN A DETECTABLE 'WARNING SURFACE THA. CONSISTS OF RAISED TRUNCATED, DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS), THE SURFACE MUST CONTRAST VISUALLY WITH ADJOUNG>SURFACES. INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS.. 2. DETECTABLE WARNING 'SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET, 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. DETECTABLE WARNING SURFACES SHALL BE .A MINIMUM OF 24 IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXilAum OF 10 FROM THE EXTE.NsioN OF THE FACE OF CURB, DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE CORNER RADIUS. 7. ACCEPTABLE PAVER .MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, AND CONCRETE. PEDESTRIAN FACILITIES GENERAL NOTES NOTE: THE CONTRACTORS ALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES ANC SHALL CONTACT UTI ITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. DIGTESS: 800-DIG-TE1S CoCS ELECTRICAL: ERIC HORTON 979-764-3660 ATMOS: KIMBERLY WINN = 979-774-2506 CoCS WATER & SEWER: BUTCH WILLIS 979-764-3660 VERIZON: BRENDA VIROCK - 979-821-4770 SUDDENLINK: CHRISTOPHER GOOTEE - 979-595-2429 NOTE: HESTER ENGINEERING COMPANY IS NOT RESPONSIBLE FOR THE ACCURACY OF THE TOPOGRAPHIC SURVEY WORK SHOWN ON THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING EXISTING ELEVATIONS AND DIMENSIONS PRIOR TO CONSTRUCTION BY EXPOSING ALL EXISTING LINES. NOTE: COORDINATE WET CONNECTIONS WITH BUTCH WILLIS, CoCS UTILITY DEPARTMENT, 979-764-3660 AT LEAST 48 -HOURS PRIOR TO CONNECTION. GTNEIU' L NOTES: ALL AREAS' WHERE EXISTING VEGETATION GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEOUATELY' BLOCK SODDED OR HYDROMULCHED AND WATERED UNTILfGROWTH IS 'EST LISHED. IN DEVELOPED AREAS WHERE GRASS IS ISR SENT, BLOCKSOD WILL BE REQUIRED. BARED ARE. SHALL BE SEEDED OR SODDED WITHMN 14 CALEN ' AR DAYS OF LST DISYURBANCE, APPROVED EROSION' CONTROL MEASURES ST BE INSTAV,LED DURING THE ENTIRE TrII THAT EARTH HAS BEEN BARED BY CONSTRUCiION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH 15 ESTABLISHED AFTER CONSTRUCTION G COmPLUE AND THEN REMOVED BY CONTRACTOR. ALL :EROSION CONTROL MEASURES SHOULD E CLEANED qF SILT .AFTER REVERY RAIN. 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE OF APPROACH SIDEWALKS AS DIRECTED. 2. LANDINGS $WALL BE A 5'X 5' MINIMUM WITH A MAXIMUM 2/. SLOPE IN ANY DIRECTION, 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 4'X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 21, 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP.EITHER BECAUSE THE ADJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. 6. ACOITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 5,68.102- 7. 68.102_7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM OF 5' WIDE, MEDIANS SHOULD BE DESICKO TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEIR, S. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AS SHOWNELSEWHERE1N THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ,ARE NOT REQUIRED. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS, 10, 14ANDRAIILS ARE NOT REOUIRED ON CURB RAMPS, PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH ,PREMOLD OR BOARD JOINT OF 314" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13, FLARE SLOPE SHALL NOT EXCEED 10Z MEASURED ALONG CURB LINE. GENERAL NOTES FOR SIDEWALK CONSTRUCTION .; DATt n CIE TAIL �- . i1TS (r1 ltt.ti� ,LAN. 20D9 D/ •� UNIFIED ,31 tqy.. STANDARD DETAIL SW2-GN CROSS SLOPE I� NOT TO EXCEED 2Z OR BE LESS THAN U! ON ANY PORTION QF RAMP OR TRANSITION TO STREET ryh by + NLOPERTY - E y - DETECTABLE i WARNING -- SURFACE �. �. I. T Y ry RAMP* 6' SIDEWALK;' Z 1:12 oa If, N SLOPE sa'a ti ' .MAX. r 3' EXPANSION JT. '& SMOOTH DOWEL BAR, 1/Z' DIA. X 16". WITH CAP Q 12" O.C, (COATED W/HEAVY i, BACK OF CURB 6' MIN. GREASE) 6" SIDEWALK AMBULATORY (TAMP AT STREET a INTERSECTION &, DRIVES .: Crrr 011 Bill'Ikx C' rc� rn• (,cri:ctc r 4'r:rn rN DA' URN 2009 B/GS UNIFIED STANDARD DETAIL DETAIL N0, $W$-04 .