Loading...
HomeMy WebLinkAbout06010007 Wal-Mart Supercenter Site Development Plans Approval Pending NFC Rcv. 12/22/2005 DOCSc 3 a.i cn O N N L O U Q) L O II� C L U Ln O O N I N N I N do Ln to Ln Q) co c O_ N 00 O Ln O L Q) C- O E U � L 00 aJ R D m V) I L p U-) O I O - N 0 N j +, N L O L C N _o E L a wm LDz �o �- ►- w o < /Q� (° 3 CP a> V) I O N C9 O U D L 0 C D L D / U') D D Ln Ln Ln 00 O v L N QJ U D v � Q 66 Ln 0 0 g .,1- O O I rl D D - D N / - CIA s n L D O a a z � U � F- �- L, Q 0 �- LLJ C OQ Q— J J Q a 3 L LL Q) (n I O cD cam: O L O U O L O D L D cn J D Q O E L D U O U LO O O N I N N I N D Ln LO O O_ N O Ln O O Q) E U D L co O Q o0 o LO O I O N II N L � � L > � N N I O - _O �I � > c M m W m Z � 0 LLJ �0 QO �� Oa_ v D� D o, I O n N CO T L O U V L 0 D L / Ln O O N I N N I N rn D (n Lr- r-r) 00 O Ln ?O 7 / L V V U D L Q Ln D Ln O I O N D j C`J L D L O n_ O O � V = / I N U 0 LJJ c O Q Q J J (-') D, 0 L c� I O O Q0 a O U N L_ C D L D D O O N I N N I N D P Ln NO zuz r- 00 It O Ln O C- 12.1 c- U D L- O N Q I oo � O I � O o I � p N � � L O N I o-0 U) � EL V / Q N D L�j m Z _-2 O� �Li OO Q� JJ Oa- 0 0 Q) C) i 0 0 i 0 U Q) 0 0 0 D E U) 7t U Ln 0 0 N N N N 0 Ln rn co 0 U) 0 Q) Q) v E 0 U Ln Q) L, cn oLn 0 o jN i E a� Ln t]i m 0 F w U 0 a>_ Q 0 J J Q d 10 9 8 7 6 4 3 \p 00 ti0 I�T 'd � . w 4j� `IQs . NOTE. 00 ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, CAST STONE CAP -_ , „ =_ FEDERAL HIGHWAY ADMINISTRATIONS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ",LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. w CURBED ISLAND OUT PER STRIPING DETAIL /SITE w ±' ~- PLAN Q. ROW U _ _ ART SEE SITE PLAN OR r a H CAST STONE — oo PED POST WITH AISLE DETAIL SHEET Qt SIGNS PENDANTS XMIG RESERVED a 24" T PARKING co j RED CONC. 1 O = , o q- — Q I BLACK LEGEND ON EQ. EQ. YELLOW BACKGROUND it w BRICK , _ _ (W 1A 2) (W11A 2P) \ � a VAN z ...... CAST S CAP CURBED • SIGNAGE OTHER THAN A�CESSIBL,Er o ED ISLAND 90_ � ACCESSIBLE (PED XING, STOP, cn O NOTE: ETC.) - - - C 00 cn 1 A I ; ED LEGEND WHITE BACKGROUND I I w w , THE MIN. HEIGHT OF THE BOTTOM OF R1 -2 THE LOWEST SIGN SHALL BE 7' -0 °. cn POST WITH AISLE SIGNS LAYOUT PER STRIPING DETAIL /SITE CAST STONE r T PLAN o z BASE if "U"-CHANNEL o � PEDESTRIAN POST (2 LBS. /FT.) w T1 w rA III III III III III III I - � Q, III CROSSING" * 1 f I f W SIGN YIELD SIGN ^ USE 6" PIPE BOLLARD FILLED WITH �' V " w II I I I ! I III I I I I I (NO SCALE) (NO SCALE) — ` CONCRETE AND PAINTED TRAFFIC YELLOW z o � H • l� ONLY WHEN I S GN IS IN PAVED AREA OR � SIDEWALK o O F--� SEE BREAK AWAY CHANNEL POST WHEN Z PIPE BOLLARD IS NOT REQUIRED. O w r rr 12 - 0 EQ. EQ. o r ri 2 -8 - o ~ 2 r � rr r ,r SLOPE TOP � 2 — 8 OF CONCRETE r SIDE VIEW F-RONT VIEW PAINTED ENDCAP - 90' o V GROUND /PAVING SURFACE X00 � 0 AISLE SIGN LOCATIONS - 90° PARKING MONUMENT SIGN* �� - _ . d -. o . � I (NO SCALE) - --�` 3500 P.S.I. °a a. - '� �, � o P.C. CONCRETE NOTE: O a O - N L MIN. HEIGHT OF THE BOTTOM OF z ­d- THE v Q = i ENV& ` a THE LOWEST SIGN SHALL BE 7' 0 ". F I o w V Q aD 1 - 6 W to Z I Z -7 z o° w ._.., Ln Qo RESERVED 8' -0" �' -6 RED LEGEND ON WHITE BACKGROUND � po POST WITH AISLE SIGNS � � PARKING "DO LAYOUT PER STRIPING DETAIL /SITE THIS SIGN TYPICAL AT NOT E1*4TER" PLAN R7 -$ ,�, // , /, , XIING CD ALL ACCESSIBLE PARKING SPACES / ;! / %; - / SIGN 2411 �., TIRE & LUBE , , N O(PRESS (NO SCALE) Q� cv GROUND SURFACE THIS SIGN TYPICAL BLACK LEGEND ON O C L AT 32.00 SQ. FT. » YELLOW BACKGROUND N _ ALL VAN ACCESSIBLE 12 (W11A -2) (W11 A -2P) 36" PARKING SPACES VAN 12" X 6" ACCESSIBLE NO NOTE: PAINTED ENDCAP - 60' PENALTY SIGN WITH +I P/'1fUV - THE MIN. HEIGHT OF THE BOTTOM OF WORDING AS REQUIRED 12" X 9" too , " THE LOWEST SIGN SHALL BE 7 Q . PARTIAL ELEVATION ME 0 o N U� C) LME f f PEDE S TRIG "U "- CHANNEL � LAYOUT PER STRIPING/ SITE � POST (2 LBS. /FT.) i f PLAN ,_..., cn L CROSSING SIGN* Q Q RED LEGEND ON CURBED ISLAND D � WHITE BACKGROUND (NO SCALE) _E d _ 7" DIAMETER - .500 BACKFILL (RAKED AND LEVEL TO MATCH 36" w 6" PIPE BOLLARD PAINTED TRAFFIC �I Wes" o AREA) a YELLOW, FlLLED WITH CONCRETE „ I NOTE: OR ZINC PLATED SQUARE OR HEX. BACKFILL RE: ELEVATION 1 AND 2 5/16" 0 STANDARD GALVANIZED THE MIN. HEIGHT OF THE HEAD MACHINE BOLT WITH NUT. BOTTOM OF THE LOWEST SI`N POST WITH AISLE SIGNS v O =III III SLOPE TOP SHALL BE 7' -0 ". Q OF CONCRETE I I I III III =1 I I I i\ I III —I -1 I -) ► -i + CURBED ISL - AND 60_ PLAN VIEW Q Q` "NO PARKING - 30" GROUND PAVING SURFACE �o FIRE �. .aa a/ /7 < LANE" SIGN*o (NO SCALE) Q Q Qi AISLE SIGN LOCATION'S - 60° PARKING Q' ` BREAK AWAY 3500 P.S.I. - � \ \ \ \ \�\ \ \ \ \ \! \\ Y CHANNEL POST P.C. CONCRETE \. /; i �X/ �� \,/ �/ I 4 _p 4 -0 4 FRONT VIEW SIDE VIEW 1 ,1 a a a SITE SIGN BASE DETAILS < ;.� (NO SCALE) a NOTES: pmmn 1 ' _ " LOAD 1. TLE SIGN DETAIL SHOWN FOR INFORMATION PURPOSES ONLY, VERIFY WITH SIGN SHOP FOR ZQNE _ DETAILS. 2. DESIGN IS BASED ON REQUIREMENTS OF ASCE -7 AND UBC CRITERIA USING A53 STEEL PIPE AND WHITE LEGEND RED BACKGROUND AND DIMENSIONSNM MUST BE SF FIELD ACCESSIBLE PARKING SIGN* CONCRETE WITH 28 DAY COMPRESSIVE STRENGTH R1 -1 OF 3000 P.S.I. VERIFIED PRIOR TO INSTALLATION. BLACK LEGEND , ON WHITE 24" z (NO SCALE) CONTRACTORS DUTIES: BACKGROUND NOTE: 1. CONTRACTOR MUST REMOVE ALL EXCESS DIRT. THE MIN. HEIGHT OF THE BOTTOM OF THE 2. "NO PARKING LOWEST SIGN SHALL BE 7' -0 ". R 24 3. ACKFlLL OVER CONCRETE FOOTINGS. 1�! RESERVED PARKING R LOADING ZONE" SIGN* "STOP" SIGN* THIS SIGN TYPICAL AT ALL ! N CONTRACTOR SHALL PAINT HOLES AND ANY ACCESSIBLE PARKING SPACES R7 -8 I ATTACHED HARDWARE CONDUIT, ELECTRICAL BOXES, ETC., COLOR TO BE BLACK. (NO SCALE) (NO SCALE) I 4. NOTIFY WAL -MART SIGN SHOP BEFORE EXCAVATING I ANY PLANNED LANDSCAPED AREA. 5. CLEAN UP ALL DEBRIS. N RED AND BLACK LEGEND + TLE SIGN DETAIL* VAN ON WHITE BACKGROUND THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE 6. CLEAN FACE AND RETURN OF ALL SIGNS AFTER I " COMPLETED INSTALLATION. (NO SCALE) I ACCESSIBLE PARKING SPACES 12 X fi l + BLACK LEGEND ON O PENALTY SIGN WITH WORDING AS WHITE BACKGROUND REQUIRED BY STATE OR 12" X 9" I I NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7' -0 ". O � NOTE: NOTE: � O ACCESSIBLE PARKING SIGN THE MIN. HEIGHT OF THE ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL NO SCALE BOTTOM OF THE LOWEST SIGN � � ( ) NOTE: � " HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ", i -p SHALL BE 7 -0 . I LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE ti;�TfH ALL INS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL MANUFACTURER'S INSTRUCTIONS. 1f HIGHWAY ADMINISTRATIONS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", ROW NO TRUCKS" "TRUCK LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH coyoD TRUCK E� MANUFACTURER'S INSTRUCTIONS. V-0 SIGN* (NO SCALE) " -1 SIGN* • AISLE INDICATOR SIGN EACH SIDE I CN\2 i AISLE INDICATOR SIGN - EACH SIDE OF POST. ATTACH OF POST. ATTACH WITH 2 - 5/16" (NO SCALE) ! WITH 2 - 5/16" CADMIUM PLATED STEEL BOLTS WITH ROW CADMIUM PLATED STEEL BOLTS WITH 2491 HEX. NUTS. BLACK LETTERS WITH WHITE BACKGROUND. � HEX. NUTS. BLACK LETTERS WITI-f i NUMBER FROM LEFT TO RIGHT AS SEEN FROM t° WHITE BACKGROUND. NUMBER VESTIBULE. FROM LEFT TO RIGHT AS SEEN FROM VESTIBULE. Q . N MOUNT SIGN HERE 3" DIA. GALVANIZED DFM STEEL POST z MOUNT SIGN HERE (STANDARD PIPE) 24" nnn "U "- CHANNEL POST (2 LBS. /FT.) . fi PIPE BOLLARD PAINTED TRAFFIC YELLOW, FILLED WITH CONCRETE o I ''o O p co o BLACK LEGEND ON WHITE BACKGROUND D9JvaY I. I N �^ WHEN SIGN IS IN z 'U "- CHANNEL POST 2 LBS. { FT. / ) o I CD r- 3" DIA. GALVANIZED STEEL POST (STANDARD PIPE) PAVM APFAS i NSF A" � w TOP SLOPE OF CONCRETE o I � O PIPE BOLLARD FILLED WITH I I BLACK LEGEND ON WHITE BACKGROUND CONCRETE AND PAINTED � WHEN SIGN IS IN z a TRAFFIC YELLOW ^ PAVED AREAS, USE 6' � PIPE BOLLARD FILLED WITH NOlE: - t CONCRETE AND PAINTED TRAFFIC YELLOW ^ / Z � THE MIN. HEIGHT OF THE O �) ° 4 ° d � 'I' SEE BASE DETAIL TOPSOIL BOTTOM OF THE LOWEST SIGN w SHALL BE 7' -0". r4 3,500 P.S.I. P.C. CONCRETE WILL COVER JOINT IN M o I I I. � LANDSCAPED ISLANDS SLOPE TOP I � — — a — CDI a OF CONCRETE N "DELIVERY TRAFFIC SLOPE TOP — III —I I III — I - "TRUCK DIUVE" GROUND SURFACE OF CONCRETE a ONLY11 SIGN =1 I 1 =1 I - SIGN* (NO SCALE) 0 0 � a GROUND SURFACE i I I =III III III —III III —III- � P.C. �ONCR�E /,�,v� P.C. CONCRETE , a � o I -III, , . - (NO SCALE) � j J ! z 4' V-6 CN a P.C. CONCRETE ih aII zi, a N w � 4 d a d � 1' -6„ 4] STANDARD SIGN BASE* C\2 *DETAIL PROVIDED � C � Q a NO SCALE) BY WAL -MART o � r1- � CO AISLE SIGN IN ° STANDARD PEDESTRIAN PAVED AREA* AISLE SIGN IN � Q . I--- CROSSING SIGN BASE* (NO SCALE) LANDSCAPE ISLAND* , a � � O � w (NO SCALE) (NO SCALE) w a SHEET N0. PROJECT N0. 05 -0481 14 g 8 7 6 5 4 3 2 W 1 10 g 8 7 - 4 3 - 2 1 8'(TYP•) ACCESS ISLE 5' (STD. STANDARD 60' SYMBOL AS SPECIFIED BY STANDARD 60' SPACES EDGE OF STRIPE ACCESSIBLE) 8' (VAN ACCESSIBLE LOCAL CODES (TYPICAL) (SEE SITE PLAN FOR INDOT HMA 9.5 MM SURFACE COURSE ACCESSIBLE SPACE , ) SIZE) 3.5 "- INDOT HMA 19 MM BINDER 24" o \0 00 P r-+ �' O 9.24 9.24 5.77' OR 9.24' � � Owl H COURSE 24" (MIN.) C 2.31 D �O O �0 U No cfi N W qq 'IT 00 00 � H ��o 8 - COMPACTED INDOT #53 � � CRUSHED STONE 2 LIFTS) �i 6" MIN. 24" �3 fi" MIN. 24" .-4 r-+ O 0 M M 00 I� II III rn �M W Qi 3" TOPSOIL 1 II w W 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 -1 I I -I I I -I I 3" TOPSOIL �k =III -I I �I -••- a., II ACCESSIBLE GN. SEE COMPACTED - I I m NOTES: � » =.� I I - � SITE PLAN {TY .) SUBGRADE N p .. SLOPE 1/4" PER FT. � D • • SLOPE 1 4-" PER �. a WITH LIME STABILIZATION I I � / R �• N � YACCESS WAY Q F-i Z 1. EXPANSION JOINTS ARE REQUIRED AT STORM INLETS. I I Q CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' ILI a • . F� AH p :� Q SPACINGS. BACKFILL Q C° BACKFILL • �. HEAVY DUTY ASPHALT .o PAVING 2. SPACING SHAL BE 5' ON CURVE RADII. 4 `� _ _ . • . a - D o , a _ � ' °R 60° STRIP DRIVE WAYS DESIGN CBR VALUE - 5 CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN • • _ .. . ' ( STRIPING • rA - (NO SCALE) CONTINUOUSLY POURED CURBS TO A DEPTH OF • • U '�•• a .' �O Q � O� � a o %z" MIN. Q o �O O o� a c� O o O a > EDGE OF STRIPE OR ^ NOTES: 3. DRY TYPE USED IN LOCATIONS WHERE ADJACENT • ' � ' - � , ' rA FACE OF CURB W PAVEMENT SLOPES AWAY FROM GUTTER. RD,. � : ' � O , �_ ••. � • .. REFER TO GEOTECHNICAL REPORT FOR ALL PAVEMENT CONSIDERATIONS 4. WET TYPE USED IN LOCATIONS WHERE ADJACENT SUBGRADE AGGREGATE SUBGRADE AGGREGATE „ 4 TRAFFIC YELLOW STRIPING (DEPTH VARIES) (DEPTH VARIES) „ PAVEMENT SLOPES TOWARDS GUTTER. f - 2 0 O.C. USE ONLY O � 10 20 30' MIN. 4" TRAFFIC YELLOW WHERE INDICATED ON SITE 00 STRIPING (TYP.) PLAN SEE SITE PLAY FOR SEE SITE PLAN FOR TYPE 4" TRAFFIC WHITE STRIPING 2' -0" xj EDGE OF STRIPE O.C. (TYP.) OR COLOR AS CURBING OR STRIPING � �+ WET TYPE DRY TYPE 4" TRAFFIC BLUE PERIMETER SPECIFIED BY LOCAL CODES W STRIPING OR COLOR AS SPECIFIED 0 BE USED WHEN PAVEMENT TO BE USED WHEN PAVEMENT BY LOCAL CODE. 1 " - INDOT HMA 9.5 MM SURFACE COURSE SLOPES TO GUTTER SLOPES AWAY FROM GUTTER 2.5 - INDOT HMA 19 MM BINDER COURSE NOTES: H DIMENSION CHART Q W 1. SEE SITE PLAN FO'it TOTAL LAYOUT U H W A B C D ** E ** a z 60° STRIPING DETAIL 2. THESE DIMENSION DETAILS CONTROL ONLY REFERENCE AND � O � COMBINED CONCRETE CURB 9.5' , ' 10.97' ' 8" - COMPACTED INDOT #53 GUTTER 8 10.39 30.05 a V O 44 RUSHED STONE 2 LIFTS) (NO SCALE) 3. 8' ACCESS AISLE SHALL BE PLACED ON 10' 18' 11.55' 10.39' 30.05' W THE PASSENGER SICE OF A ✓AN�,� • ACCESSIBLE SPACE 9.5' 19' 10.97' 10.97' 31.20' F"4 O ALL DIMENSIONS ARE TO � OF STRIPE NON -ADA STANDARD STRIPING ISLE � � UNLESS OTHERWISE INDICATES 10' 19' 11.55' 10.97' 31.20' O I I I -I I I -I I I -I i t -I I I -I I I -I 1 1 -I i I -I I I -i 1 1 -1 I III - III -III , ; ,III „, l i l- III -III III =Ili , , , l l l =III- -� III 9.5' 20' 10.97' 11.55' 32.36' COMPACTED SUBGRADE DOWEL DIAMETER = � (IN) DOWEL DIAMETER = � (1N) 10' 20' 11.55' 11.55' 32.36' WITH LIME STABILIZATION 16" LONG SMOOTH DOWEL @ 18" O.C. 16" LONG SMOOTH DOWEL @ 18" O.C. T = PAVEMENT ** = MINIMUM DIMENSION STANDAIR113"DUTY ASPHALT PAVING THICKNESS VERTICAL SAW -CUT _ VERTICAL SAW -CUT STANDARD 90' Y¢" MIN. POURED JOINT T PAVEMENT „ POURED ACCESSIBLE SPACE Y¢ MIN. D JOINT SEALING COMPOUND THICKNESS SEALING COMPOUND ACCESS AISLE 5' (STD. ACCESSIBLE SIGN SEE SITE PARKING FIELD DESIGN CBR VALUE = 5 (NO SCALE) _DOWEL SLEEVE CLOSED ACCESSIBLE) 8'(VAN PLAN (TYP.) EN D) TO FIT DOWEL AND A , N - :` •.'....: .. SECURED ACCESSIB » 2 LE) 4 VARIES • k, //�� • B� TRAFFIC WHITE NOTES: � • :�� • � .. � � All. •d EDGE OF STRIPE TYP STRIPING TYP. (TYP) A MIN M /`�^'� LO O c� _� O 00 W O 8 ( ) ( ) STANDARD ( ) w cal ~ ' ~ a d 90' SPACES 0 o -I REFER TO GEOTECHNICAL REPORT FOR ALL PAVEMENT / CONSIDERATIONS ,d. .. .�.` � . ••� � �� a ` . .. - .. ,�. .: I PRO�:O�ED d - 1 m1N' . F' r� Q o PA�EM ENS • *' t Nt/A (SEE SITE U ,� z w U a:6 t fL�ARJ49VC ._ W Z I Z> o ' r LAN FOR o o L7 Q U » SAWCUT SIZE) � w w E- Q0 TOP a NO SEALING TOP }fi NO SEALING DOWEL TO BE Q° COMPOUND COMPOUND LUBRICATED EDGE OF STRIPE OR m A OF CURB SEE > > NOTES: Y CURBING OR STRIPING Y4" SITE PLAN FOR EXPANSION JOINT FILLER 3' 0 0 1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT o HORIZONTALLY BY USE OF A MECHANICAL + - °o � - e c 6" FIBER ADDITIVE HANICAL RIG. � O I � O • REINFORCED CONC. x 2. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING NOTE: N ►� ACC � Q • ° � DOWEL BARS INTO GREEN CONCRETE IS NOT Y- ACCESS WAY ACCEPTABLE. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. 900 STRIPING " 6 - COMPACTED INDOT #53 CRUSHED STONE BUTT JOINT TRANSVERSE EXPANSION JOINT - Ii1= II1 =1Ii ,III,,,_ 4. III =1 i I_ I I I -III _I I, III , I ,III DOWEL T s - DIAMETER /8 (IN) 16» LONG SMOOTH DOWEL @ 18" O.C. COMPACTED SUBGRADE T = PAVEMENT 10' 20' 17' MIN. 4" T ' WITH LIME STABILIZATION THICKNESS EDGE OF STRIPE TRAFFIC YELLOW STRIPING 2 -0 VERTICAL SAW -CUT RADIUS EQUALS 1 /2 OF T = PAVEMENT VERTICAL SAW -CUT O.C. USE ONLY WHERE INDICATED ON Y¢" MIN. POURED JOINT THICKNESS �� POURED JOINT THE A DIMENSION OR 5 Y¢ MIN. SITE PLAN SEALING COMPOUND SEALING COMPOUND MAX. W DOWEL SLEEVE (CLOSED SEE SITE PLAN FOR HEAVY DUTY CONCRETE .(FIRST POUR SECOND POUR END) TO FIT DOWEL AND TYPE '. • • � , ;. � :: � � BE SECURED » �V ♦ / / :,• .. , . tea. v1 4 DOCK - .... .. .. / TRAFFIC WHITE STRIPING 2'-0" PAVING DESIGN CBR VALUE - 5 (NO SCALE) � '. <.. - •.:...' :.. � .. ' a . .. : ': •;: :... _ .. - .4 i i.. - � .,. , ' ; . :..• j �/ i� �� � d:• :.. ..:; :d .:. • .. ;,, - .•. .. .... .• 4 TRAFFIC BLUE PERIMETER STRIPING O.C. (TYP.) OR COLOR AS OR COLOR AS SPECIFIED BY LOCAL �, N -77r . • . .0.. " , • CODE. SPECIFIED BY LOCAL CODES E NOTES: • 4. . r ^ z •j P ` NOTES: L REFER TO GEOTECHNICAL REPORT FOR ALL PAVEMENT � � � � • - ;.. • :; O � v CONSIDERATIONS TOP Ys" NO SEALING DOWEL TO BE LUBRICATED „ DIMENSION CHART T _ 1. SEE SITE PLAN FOR TOTAL LAYOUT 6„ '-� E � M UN P NO SEALING A B w FOLLOWING ITEMS SHALL BE PAINTED WITH COLORS NOTED BELOW: 2. THESE DETAILS ARE FOR REFERENCE AND (T`(PICAQ o DIMENSION CONTROL ONLY 9.5' 18' 1. PEDESTRIAN CROSSWALKS: WHITE NOTE: 3. 8' ACCESS AISLE SHALL BE PLACED ON 9.5' 19, v 2. EXTERIOR SIDEWALK CURBS, LIGHT POLE BASES, AND GUARD POSTS: YELLOW THE PASSENGER SIDE OF A VAN o Q DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. ACCESSIBLE SPACE 9.5' 20' 3. FIRE LANES: RED OR PER LOCAL CODE 2 5'R Q 4. ALL DIMENSIONS ARE TO � OF STRIPE ' J 4. LANE STRIPING WHERE SEPARATING TRAFFIC MOVING IN OPPOSITE DIRECTIONS: YELLOW UNLESS OTHERWISE INDICATED 10 18 CONSTRUCTION JOINT CONTRACTION JOINT �' 5. LAND STRIPING WHERE SEPARATING TRAFFIC MOVING IN THE SAME DIRECTION: WHITE 10' 19' 6. ADA SYMBOLS: BLUE OR PER LOCAL CODE 10' 20' JP p A A 7. ADA PARKING SPACE MARKINGS AS SHOWN ON THE DRAWINGS. 900 STRIPING DETAIL , 6.5 Q 8. PARKING STALL STRIPING: YELLOW, UNLESS OTHERWISE NOTED ON CONSTRUCTION O CONCRETE JOINT DETAILS* DRAWINGS 1 /2" RADIUS TOOLED JOINT OR B 1 " DEEP SAWED JOINT (TYP.) � NO SCALE 9. ASSOCIATE PARKING G SYMBOL P � ( ) PARKING AREA: WHITE, UNLESS OTHERWISE NOTED ON CONSTRUCTION DRAWINGS PARKING ACCOMPANIED BY "VAN" LETTERING N01E: SEE SITE PLAN L GATE AT EDGE OF PARKING SPACE UNLESS LOT STRlPI-T\TC..j DETAILS* (NO SCALE) PROVIDE 2" EXPANSION JOINT BETWEEN SIDEWALK -' AND ALL FIXED OBJECTS PLAN VIEW 2'- 0 "(TYP.) EDGE OF PAVEMENT OR FACE OF CURB NOTE: NOTE: .� �, ° STOP BAR ALL TRAFFIC FLOW ARROW,, TO a� - a � 1. WORDS AND ARROWS FOR BE SOLID YELLOW REFLECTIVE � - v TRAFFIC PAINT PER DIMENSIONS 2'_0" j DRIVEWAYS SHALL BE APPLIED ACCORDING TO REQUIREMENTS C:) o t 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' -0» ABOVE. (TYP.) O AS OUTLINED IN SECTION 3B I I rn `/ O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 6 "(TYP.) I OF THE MANUAL ON UNIFORM 00 8' -5" M / m TRAFFIC CONTROL DEVICES „ F 1 ' -0" 4 (TYP.) a: 0 FOR STREET AND HIGHWAYS. 1' -8" 1' -8" 1' -8" 1' -8" 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" 5' -0» 5' -0» 4 " (TYP.) I - - 2. THESE WORDS AND ARROWS m o . ARE TO BE PAINTED � a. 4 . a �. a ' a �. 4 � �, _ � v REFLECTIVE WHITE. c 4 °0�0 °� ° 3"(TYP.) I NOTE: - (` o LEFT TURN 6$-093 i 6 I. WORDS AND ARROWS FOR DRIVEWAYS o I� \ .� I _ J cL ILLI „ 4" (TYP.) M SHALL BE APPLIED ACCORDING TO o � �,, , � � _ � NOTE: 4 AGGREGATE BASE _ REQUIREMENTS AS OUTLINED IN I I o COURSE COMPACTED TO � _ � SECTION 3B TRAFFIC CONTROL DEVICES 90% STD. PROCTOR (TYP) `- FOR STREETS AND HIGHWAYS WHERE REQUIRED REINFORCEMENT WILL BE 4" (TYP) o u > No. 3 BARS 24" O.C. EACH WAY MAX. I I - I 2. THE 5YZ " a I ►° 1 -0 (TYP.) SE WORDS AND ARROWS ARE TO 10 � SPACING, OR 6 x 6 - W1.4 X W1.4 WWF - BE PAINTED REFLECTIVE WHITE. U- SECTION A -A _ ,� 5 „ ° 5 -9 1 i NOTE: 1' -0„ „ 3 I o 4 9 TYP.) "YIELD" SEE PLAN PC CONCRETE 5' -9" (TYP.) ALL TRAFFIC FLOW ARROWS YIELD 1 SLOPE Y4 /FT. TO BE REFLECTIVE YELLOW RIGHT /LEE T T ONLY MAX. I PAINT PER SPECS. MARKfNG* I NOTES: TYP. „ "ENTER" TURN PAVEMENT MARKINGS* (NO SCALE) I 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED R y TYP. LATER" PAVEMENT MARKER (NO SCALE) ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR WITH AKRON ARROW* STREETS AND HIGHWAYS TRAFFIC FLOW 6" TYP. (NO SCALE) (NO SCALE) 2. THESE WORDS AND BAR ARE TO BE PAINTED REFLECTIVE N WHITE. �r SEE SITE PLAN j� STOP BARS` s\ \ O 0 SECTION B -B ) Q%) (NO SCALE W1NW.ARMOR- TILE.COM 4'- 0.313" 4' -0.31 " CONCn"dTE SIDEWALK` - 3 14 SPACES ®3" � ENGINEERED PLASTICS (NO SCALE) DETAIL 1 D' 1.25" 3'- 9.813" 1.25 3.1565 3' -6" © 2003 ENGINEERED PLASTICS 28 DOMES 0 1.7" SPACING C/C CONFIDENTIAL AND D PROPRIETARY DOCUMENT 0.1875" U. S. PATENT N0. 5,303,669, 5,775,835, 7 N 2,0 0,984, 0.188" '� AND 2,032,532. U.S. PATENTS PENDING o SIGN {REFERENCE SITE PLAN FOR LOCATION) 0 0.625 c TE S E DING (�> KENNETH E. SZEKELY Lj - �C ' 0.625" DIA. HOLE THROUGH (�1 :6104000000000000000000000000t ® ® ® ® e ® ® m ® ® o MATERIAL LIST ��'/JJ AA OOOOOOOOOOOOOOOO00000000A 4: ® (3 PER FLANGE) / CONCRETE CURB � 04 0000000000000000400004 00 fit: Q :� ©:? �: t% :� ITEM DESCRIPTION PART N0. OT Y © ® ® . z 00000000 ©000© ©00000 ©000 ©0000 © Q O 0' a O •0 Q 0 :O .' 0: Q 0 1 ARMOR TILE ADA -C -2448 1 0 10% MAX. I (UNLESS SHOWN OTHERWISE ON © ® © © ® ® © ® ® ® © ® ® © ©4 ® ® ® © ®a ® ® © ©4O 0000040000000000A000000000o0 'X . o o © © ©4 ® ® ® ® ®9 © ® ®0 ® © ® © ®4 © ® ® ® ® ®8® Q Q.0 0• 0 0 :0 0 O :O 4: �t :Q a SIDEWALK RED SIDE SITE PLAN) o TYPICAL CURB A 0 O Go a ® ® v. ® v ®: Q :© _ . _ I I � GAA000VA ®ODOA ©OOVAA ® ®OQAAOGO AND GUTTER `� - 0: 0 .0 : 0. 0 0 :4 $ :: 0: $ : _ SEE NOTE 1 °•' _ r ® AvO © ® ®AVV ®AAOAO ®AA ®0 ©vAA00A® W 0000000000000000000©00000000 L - , W � A ®0 ® ® ©AQ ® ®0 ®AA ®0A8 ®Q ® ©AA ©A0® Q Q Q ©'Q 0 :® o F- 000©0aa000a00 ©00a00000©©044 ® 0 00000000000000040 0000000004 La a 000 ®000000000 00000000000000 0 �? ®• ®• v -0 ' ' O a 0.625" INTERNAL EMBEDMENT Q 8.33% z o N FLANGE 15 PER TILE o MAX. _ _ ° _ 8 WHITE STRIPE p rY » 0.1875" DIA. x 0.0625" DEEP o N - _ - - _ cn SEE SITE PLAN W R WR 0.625 M UNDERSIDE A Y A 20 30 30'MIN. R PLAN _ �o ' � SCALE 1 1 2 =1 -0" E � � � � � �- - = - - - 25 20' 30 MIN. REFLECTED PLAN - 11LE _ o� 30' 10' 30'MIN. 2' -0.6" ° W =WIDTH (feet) OF FIRE LANE 10% MAX. � PAVED AREA z_ R = RADIUS NECESSARY TO ACCOMMODATE FIRE VEHICLES � I FLARED SIDE WR = TURNING RADIUS PAVEMENT WIDTH CD .1 1.25" 1.7" 1.7" r �w LO N NOTES: w .20" .20" .4511.45" O? cy- � 90 POINTS 0 08/18/02 ISSUED K.S. 0 0.045" HIGH I 1. THE SURFACE OF RAMP SHALL HAVE DETECTABLE W 1. �5" » DATE REVISION APPR- N WARNING � SURFACE PER ADA STANDARDS. REFER TO THE 1.7 O �. 10 EQUAL " L SP A CE S 0. 17 C/C V D DETECTABLE ftf WARNING SURFACE DETAIL ON THIS SHEET. M CV » PLAN - .. 25 0 0.4 cn 2. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A o MAXIMUM OF UP TO 10 % AT CURB TO CONFORM . -. ,s_. ,,._: , -�. ., . • ? •_ -,_ . � 8" WHITE STRIPE » In WITH LONGITUDINAL 4 = :� F ;.. � . -.z -�- 3 �.� -.�� ,, . - � - -- -� . � �� > �..,. -. r::. > >: 875 SIDEWALK SLOPE ADJACENT TO WHITE STRIPES s ®ti.z. ' ,;..::�. �f :, ., � F�;- 4� _ ��. � m SCALE r� \yj m _ r =' , . a_ �FR RNALOEMBEDMENT �� FULL SIZE �r, OP OF THE RAMP. @ 24 CENTERS - - N .,000 000000000 000 O ORIENTATION) 1n - 1 � 3. CONSTRUCT PER A.D.A. STANDARDS. FIRE LANE STRIPING SHALL BE 6" RED STRIPES O C, 0 0 0 0 0 0 0 0 0 DESIGNED B Y DATE IPES WITH TI N A- 5" IA. H H O 0 �> O 0000 0 O DRAWN K.E.S. 08/90 0 �Z) > 4 INCH WHITE LETTERS READING NO PARKING FIRE FULL SCALE EMBEDMENT FLANGES 3 PER FLANGE M.D. 08/18/02 AS SHOWN ON REFLECTED PLAN O G 000 �' LANE" STRIPING SHALL BE PLACED ON FACE OF o 0 0 0 CHECKED &14 0 0 ° ° 1 0 TOP OF RAMP 5 MIN. CURB WHENEVER POSSIBLE, OR AS SPECIFlED � � ° 0 000 0 0 LANDING AREA C�d -Rz:� t3Y LOCAL CODES. 00 PROJECT MANAGER IV 000 0000 4 -0.313 U O r ��s - .�,•d �_�s �` �;.,;. �- �: _�� .� n � TRADE PART SEEN s a F r NOTE 1 �. . :, � - 4 .. � » � T w R ; =i �_ ` : y r': x:;;" �. ..., ga :. w., ,; � �� • -. t ' �., �:...<;. °, ^..� " 0 DETECTABLE WARNING SURFACE o OUNDED NOTE. a G ; f; ye 4. F ::^ . a : >: v.,r ¢1 > *- �_: o COO O O O O O O O c su CE SEE MATERIAL LIST {UNLESS SHOWN OTHERWISE ON r. _. © _ 3. • h> .., 1.25 1.7 1.7 -1 7 IA. NT O O r..: ® 'e MATERIAL .rP_ . a a D HOLE ONE PER CELL ® TE L �. � 00000 / �... 0000 SITE PLAN » 1 r O O O O O O VITRIFIED POLYMER COMPOSITE -00 1. RMARKINGS FOR STREET SHALL BE ACCORDING TO 00 20 .20 .45 .45 O� 90^ POINTS EACH IDE o 0 o 0 0 0 O O O O O o o O O O o o O SUBJECT ^ i EQUIREMENTS AS OUTLINED IN SECTION 3B OF o 0.045 HIGH 00000 000000000 000�p�i���. �k �I �o 2 0' o THE MANUAL ON UNIFORM TRAFFIC CONTROL . . Q 0 0 0 0 0 0 0 0 0 0 0 0 0 00 SOUND AMPLIFYING TACTILE TILE DETAIL PROVIDED v 0 0 0 0°' DETECTABLE WARNING SURFACE SYSTEM p Q) � 080 DEVICES FOR STREETS AND HIGHWAYS. SIGN (REFERENCE SITE PLAN O O O 2% MAX. FOR LOCATION) w 0 0 ADA & CALIFORNIA TITLE 24 COMPLIANT BY WAL -MART >s, Q�) o 0G 0O 000 0 q 2. SE MARKINGS ARE TO BE PAINTED REFLECTIVE PROJECT +" WHITE. ,.o soon 0 8.33% MAX. ., 000 0° W O O !� O O » 0 O O oo ARMOR -TILE TACTILE O C O � L BASE COURSE O E T r�c� FIRE LANE o o DETECTABLE a r-:q 1 N 0.1875 0.1875 V coo � D COMPACTED TO 90% STD. PROCTOR o.s25" DIA. HOLE L� (TYP.) 0. MEN ►� o WARNING SURFACE TILE W N .0625" 0 24 x 48' CAST IN PLACE a D � ECTION A -A (NO SCALE) 3 2" AS SHOWN IN PLAN 3" TYP. " _ CROSSWALK/PEDESTRIAN CROSSING* 3.125 INLINE DOME TACTILE TILE I N � L � � v (N 0 SCALE) IN RNA M M N DETAIL FIELD LEVEL DOME PLANS AND DETAILS SHEET NO. 2X SCALE COVERAGE = 41 POINTS SECTION B -B FOR ORIENTATION) PER SQUARE INCH DRAWING NO. REV. NO. FLANGE ®3 C C SEE PLAN Q) ° ADA RAMP IN SIDEWALK FULL SCALE ADA -C -2448 0 Ld (NO SCALE) 0 on<--j DETECTABLE WARNING SURFACE U>_ �O 10 - PROJECT NO. 8 - _ _ (NO SCALE) W04-0827 4 3 2 1