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HomeMy WebLinkAboutSite Details3 3 0 0 0 x a N N d W i 3 O C>z � J i I N O rn O U C. � N (n � 4 O w Y N o •N �a � L � U o � J I N M :2 WV, o C N x PIN HOLES AND SLOTS FOR 3/4" SETBACK WALL CONSTRUCTION I►- -14 "' O O O o 3/4,. 16n STRAIGHT SPLIT FACE FINISHED GRADE /(RANDOMLY STAGGER LINE / I VERTICAL JOINTS t.• , GRANULAR LEVELING -� - I�� —� PAD 6' THICK = —I I I —I I I— I III III — III —III — I ' BURY ONE ADDITIONAL UNDISTURBED SOIL FULL UNIT MIN. NOTE: • LIMIT CHANGES IN BASE ELEVATION TO 6" PER STEP TO AVOID S DIFFERENTIAL M TEP AS NEEDED TO • MINIMIZE BURIED UNITS AND MAINTAIN MINIMUM REQUIRED EMBEDMENT STEPPING BASE DETAIL SCALE: NONE STANDARD UNIT - WEATHERED TEXTURE, COLOR TO BE SIMILAR TO WALL NORTH OF CHURCH -PIN HOLES FOR OR APPROVED ENGINEER EQUIVALENT CAPPING DETAIL — PROFILE SEE PROFILE DRAWINGS VERTICAL WALLS FOR LENGTH, TYPE, AND SPACING MODULAR CONCRETE UNITS v THESE PRELIMINARY DETAILS ARE INTENDED AS AN AID IN DESIGNING ATTRACTIVE, DURABLE RETAINING WALLS WITH VERSA -LOK UNITS. FINAL VERSA-LOW VERSA -LOK STANDARD DETAILS 12" THICK MIN. SPLITTING GROOVE FOR HALF UNIT DETERMINATION OF THE SUITABILITY OF ANY INFORMATION OR MATERIAL FOR THE USE CONTEMPLATED, AND ITS MANNER OF USE, IS THE SOLE COMPACTED 95% OF MAXIMUM Retaining Wall Systems y/ / STANDARD PROCTOR DENSITY �� _ SPLITTING GROOVE FOR RESPONSIBILITY OF THE USER. A FINAL PROJECT SPECIFIC DESIGN SHOULD BE PREPARED BY A QUALIFIED. LICENSED, PROFESSIONAL ENGINEER. OUTLLET @ ENDOF WALL 6(SW)770-4525 '0o.(651)77 66405! Solid Solutions." STEPPING BASE "w 16/2667 FREESTANDING WALLS —I I II -1 11, III- IMPERVIOUS FILL � � GRANULAR LEVELING PAD 6" THICK MIN. Q1 TYPICAL SECTION— REINFORCED RETAINING WALL MODULAR CONCRETE UNIT SCALE: NONE 3 STANDARD UNIT - WEATHERED TEXTURE, COLOR TO BE SIMILAR TO WALL NORTH OF CHURCH 0 I_ THESE PRELIMINARY DETAILS ARE INTENDED AS AN AID IN DESIGNING ATTRACTIVE, DURABLE RETAINING WALLS WITH UNITS. FINAL "'•�,. ® VERSA LOK VERSA -LOK STANDARD DETAILS °'°'"" I>as INFORMATION DETERMINATION OF THE SUITABILITY OF ANY INFORMATION OR MATERIAL FOR THE USE CONTEMPLATED, AND 175 MANNER OF USE, IS THE SOLE RESPONSIBILITY CN� - ' MIN 0- OF THE USER. A FINAL PROJECT SPECIFIC DESIGN SHOULD E PREPARED BY A OUALIFlED, LICENSED, PROFESSIONAL ENGINEER. (800)770-4525 fox(651)770-4 634e H"y36 sal. Solid Solutions." a ow 10/1007 o "wad ".MN 55126 ALUM. � e SHALL CONTRAST WITH THEIR BACKGROUND, WITH - - FOR FREESTANDING I SWALLS EITHER LIGHT CHARACTERS ON A DARK * CHANNEL POST } # BACKGROUND OR DARK CHARACTERS ON A LIGHT (2 # /Ft.) 7' -4" LONG D II II II II 6 ---- 12 " --�i VERSA —LOK UNIT UNIT DIMENSIONS SCALE: NONE STANDARD UNIT - WEATHERED TEXTURE, COLOR TO BE SIMILAR TO WALL NORTH OF CHURCH OR APPROVED ENGINEER EQUIVALENT VERSA -LOW THESE PRELIMINARY DETAILS ARE INTENDED AS AN AID IN DESIGNING � VERSA -LOK STANDARD DETAILS ATTRACTIVE, DURABLE RETAINING WALLS WITH VERSA-LOX UNITS. FINAL O1Y1 �' ws DETERMINATION OF THE SUITABILITY OF ANY INFORMATION OR MATERIAL FOR THE USE CONTEMPLATED, AND ITS MANNER OF USE, IS THE SOLE Retaining Wall Systems _ RESPONSIBILITY OF THE USER. A FINAL PROJECT SPECIFIC DESIGN SHOULD BE PREPARED BY A QUALIFIED, LICENSED, PROFESSIONAL ENGINEER. (600)770 -4525 lox(651)770 -4oea STANDARD UNIT 16/7 6346 H"y36 S1.1, Ool�ea ",MN 55126 Solid Solutions." CAP UNIT ADHERE TO TOP UNIT IMPERVIOUS FILL W /VERSA -LOK 12" DEEP CONCRETE ADHESIVES , M,Mr•+•*""""- FOR STRAIGHT WALLS, ALTERNATE A -CAP AND B -CAP W GEOSYNTHETIC REINFORCEMENT / CAPPING DETAIL — PROFILE SEE PROFILE DRAWINGS VERSA -LOK STANDARD FOR LENGTH, TYPE, AND SPACING MODULAR CONCRETE UNITS v SCALE: NONE ,.•Y DRAINAGE AGGREGATE / N fG 12" THICK MIN. 01 N O N ti REINFORCED BACKFILL 4,000 PSI MIN 28 DAY STRENGTH COMPACTED 95% OF MAXIMUM (TYP.) y/ / STANDARD PROCTOR DENSITY �� _ MI DRAIN E BE PREPARED BY A QUALIFIED, LICENSED, PROFESSIONAL ENGINEER. OUTLLET @ ENDOF WALL ;11 Mi o • ;: � •° ° OR ©40' CENTERS MAX. —I � I —� —I I 1 SLOPE TO DRAIN (1 /8 " /FT.) —I I II -1 11, III- IMPERVIOUS FILL � � GRANULAR LEVELING PAD i �n O II 6" THICK MIN. Q1 TYPICAL SECTION— REINFORCED RETAINING WALL MODULAR CONCRETE UNIT SCALE: NONE 3 STANDARD UNIT - WEATHERED TEXTURE, COLOR TO BE SIMILAR TO WALL NORTH OF CHURCH OR APPROVED ENGINEER EQUIVALENT I_ THESE PRELIMINARY DETAILS ARE INTENDED AS AN AID IN DESIGNING ATTRACTIVE, DURABLE RETAINING WALLS WITH UNITS. FINAL "'•�,. ® VERSA LOK VERSA -LOK STANDARD DETAILS °'°'"" I>as INFORMATION DETERMINATION OF THE SUITABILITY OF ANY INFORMATION OR MATERIAL FOR THE USE CONTEMPLATED, AND 175 MANNER OF USE, IS THE SOLE RESPONSIBILITY Retaining Wall Systems 5' MIN I ' MIN 0- OF THE USER. A FINAL PROJECT SPECIFIC DESIGN SHOULD E PREPARED BY A OUALIFlED, LICENSED, PROFESSIONAL ENGINEER. (800)770-4525 fox(651)770-4 634e H"y36 sal. Solid Solutions." TYPICAL SECTION ow 10/1007 o "wad ".MN 55126 ALUM. � e FOR STRAIGHT WALLS, ALTERNATE A -CAP AND B -CAP W THESE PRELIMINARY DETAILS ARE INTENDED AS AN AID IN DESIGNING ATTRACTIVE, DURABLE RETAINING CAPPING DETAIL — PROFILE VERSA -LOK STANDARD DETAILS 3/4'•1' STEP AT TOP OF WALL o ° SCALE: NONE o n N � ¢ N N fG DETERMINATION OF THE SUITABILITY OF ANY INFORMATION OR MATERIAL FOR THE USE CONTEMPLATED, AND ITS MANNER OF USE. IS THE SOLE 01 N O N ti N O 4,000 PSI MIN 28 DAY STRENGTH WITH A JOINTER HAVING A (TYP.) STANDARD UNIT - WEATHERED TEXTURE, COLOR TO BE SIMILAR TO WALL NORTH OF CHURCH �� _ OR APPROVED ENGINEER EQUIVALENT BE PREPARED BY A QUALIFIED, LICENSED, PROFESSIONAL ENGINEER. 634a HH:y336 St*I, O kd i,.MM Solid Solutions." CAPPING DETAIL RANDOMLY STAGGER VERTICAL JOINTS O = C4 V; H o d THESE PRELIMINARY DETAILS ARE INTENDED AS AN AID IN DESIGNING ATTRACTIVE, DURABLE RETAINING VERSA-LOW VERSA -LOK STANDARD DETAILS 3/4'•1' T, .. WALLS WITH VERSA -LOK UNITS. FINAL s JOINTS SHALL BE CUT - 0) o o (z a $ DETERMINATION OF THE SUITABILITY OF ANY INFORMATION OR MATERIAL FOR THE USE CONTEMPLATED, AND ITS MANNER OF USE. IS THE SOLE Retaining Wall Systems Ll 4,000 PSI MIN 28 DAY STRENGTH WITH A JOINTER HAVING A (TYP.) RESPONSIBILITY OF THE USER. A FINAL PROJECT SPECIFIC DESIGN SHOULD INTERNATIONAL SYMBOL _ #5 REBAR 1' -6" LONG BE PREPARED BY A QUALIFIED, LICENSED, PROFESSIONAL ENGINEER. 634a HH:y336 St*I, O kd i,.MM Solid Solutions." CAPPING DETAIL 1� /2pp) 4 CONCRETE PARKING BUMPER 55512e ACCESSIBILITY: � � I U ^ i i c c r- o � M J j w . 0 t �J `4 M I IN CITY OF CARMEL STANDARDS BICYCLE RACK Approved Bicycle Rack Dealers ALL RACKS MUST BE INVERTED U STYLE CorMany Email 1 Cycle Safe Inc. www.cyclesafe com 2 American Bicycle Security Co. wwwameribike com 3 Bike Security Racks Co, www.bikeracks.com 4 Creative Pipe, Inc. wwwcreativepipe.com 5 Function First Bike Security wevv.bikerack.com 6 Saris www.graberproducts.com 7 Madrax inc mm.madrax.com NOTE: ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. SEE ACCESSIBLE PARKING SIGN DETAIL. ACCESSIBLE PARKING SIGN PREPARED SUBGRADE COMPACTED PI SPECIFICATIOI (SUBGRADE COMPACTED TO 10 STAN A 6' E.P. ELEV 1% MIN LONGITUDINAL ASPHALT 2% MAX FALSE JOINT PAVEMENT 4" COMPACTED AGGREGATE #53 BASE * COMPACTED SUBGRADE 6" 6" D RD PROCTOR PLR L- 6' COMPACTED #53 STONE * COMPACTED SUBGRADE - THE UPPER 6" SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE ATM S D698 /AA HT T S O 99 OR SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR PER ASTMD1557 /AASHTOT180 AS INDICATED BY GEOTECH REPORT) MAINTENANCE DRIVE NO SCALE CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE SUBGRADE SURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE SURFACE. FLUSH WALK DETAIL NO SCALE �- 1.5" HMA SURFACE 9.5 mm PREPARED SUBGRADE COMPACTED PER SPECIFICATIONS 4" HMA INTERMEDIATE 12.5 mm (SUBGRADE COMPACTED TO 100% STANDARD 2 - 4" LIFTS COMPACTED AGGREGATE #53 BASE PROCTOR PER ASTMD698 /AASHTOT99 OR SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR PER ASTMD1557 /AASHTOT180 AS INDICATED BY GEOTECH REPORT) HEAVY DUTY ASPHALT PAVEMENT SECTION � w •^ N .Q x v $ HMA SURFACE 9.5 Mm (1.5' #11 H.A.C. SURFACE) PREPARED SUBGRADE COMPACTED PER HMA INTERMEDIATE 12.5 r7r1 a SPECIFICATIONS S u ° I" (SUBGRADE COMPACTED TO 100% STANDARD 0 #9 H.A.C. BINDER) � vag3Cn �-- N $ ,� a PROCTOR PER ASTMD698 /AASHTOT99 OR 6' COMPACTED #53 STONE E .2 sa > c 1 SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR n 8 R PER ASTMD1557 /AASHTOT180 I > AS INDICATED BY GEOTECH REPORT) � p o 10 � i 1 LIGHT DUTY 5 a a ASPHALT PAVEMENT SECTION en M � d NO SCALE >A 3 ;S b 1/8" RADIUS �.Sb 4. �a a��r FILL WITH JOINT SEALER p b 8 Mm O 8 S KEYWAY FORMED BY FASTENING d /10 KEY TO FORM r ' KEYWAY JOINT �s C, Q c o SAWCUT 1/4" CONTROL JOINT o g' e CONTROL JOINT 'may $ .0 � N `� •���5 � 00 � � 1 /2" 5 ig93¢i ej � 0�0 � a Up _ I 8 JOINT SEALANT BACKER ROD Q >;r 511 1 . i �f O STANDARD 1/2" PREFORMED JOINT FILLER DRAWING EXPANSION JOINT 10 -36 NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. CONCRETE JOINTS •- •"•••••• .iGJ..i L'hYVllllll ** 5' -0" MIN. AISLE FOR REGULAR SPACES ** 8' -0" MIN. AISLE FOR VAN ACCESSIBLE SPACES SEE SITE PLAN FOR ACTUAL DIMENSIONS NOTIE- ONE IN SIX ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. ACCESSIBLE PARKING SPACE NO SCALE (2 SPACES) NO SCALE I"— 12" �I BLUE 4" WIDE OVERHANG NOTE: I ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BLUE PAINT s JOINTS SHALL BE CUT 6 STRIPES PRECAST CONC. PARKING BUMPER Ll 4,000 PSI MIN 28 DAY STRENGTH WITH A JOINTER HAVING A (TYP.) OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. INTERNATIONAL SYMBOL _J #5 REBAR 1' -6" LONG _ ... -. .. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE OF 92 #4 REBAR^ 4 CONCRETE PARKING BUMPER PARKED IN THE SPACE. ACCESSIBILITY: cN a i �n O II BLUE MATERIAL ACCESSIBLE N 3 ANSI 4.28.5 FINISH AND CONTRAST THE I_ PARKING AISLE 00 I- CHARACTERS, SYMBOLS, AND BACKGROUND OF 8' MIN. I 5' MIN I ' MIN 0- •- •"•••••• .iGJ..i L'hYVllllll ** 5' -0" MIN. AISLE FOR REGULAR SPACES ** 8' -0" MIN. AISLE FOR VAN ACCESSIBLE SPACES SEE SITE PLAN FOR ACTUAL DIMENSIONS NOTIE- ONE IN SIX ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. ACCESSIBLE PARKING SPACE NO SCALE (2 SPACES) NO SCALE I"— 12" �I BLUE OVERHANG NOTE: I ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED 2" BEVELLED EDGE s JOINTS SHALL BE CUT 6 BY A SIGN SHOWING THE INTERNATIONAL SYMBOL PRECAST CONC. PARKING BUMPER Ll 4,000 PSI MIN 28 DAY STRENGTH WITH A JOINTER HAVING A AIR TRAI EN NED ARCH. C CONCRETE MIX OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. WHITE _J #5 REBAR 1' -6" LONG _ ... -. .. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE REFLECTIVE 92 #4 REBAR^ 4 CONCRETE PARKING BUMPER PARKED IN THE SPACE. FACE U a i �n O II ±+ MATERIAL ACCESSIBLE N 3 ANSI 4.28.5 FINISH AND CONTRAST THE * eq PARKING 00 I- CHARACTERS, SYMBOLS, AND BACKGROUND OF I— 0- SIGN SHALL BE EGGSHELL, MATTE, OR OTHER 80 GA. _ (- VAN NON -GLARE FINISH. CHARACTERS AND SYMBOLS ALUM. I, ACCESSIBLE I SHALL CONTRAST WITH THEIR BACKGROUND, WITH - - Z EITHER LIGHT CHARACTERS ON A DARK * CHANNEL POST BACKGROUND OR DARK CHARACTERS ON A LIGHT (2 # /Ft.) 7' -4" LONG BACKGROUND. SPACES COMPLYING WITH 4.1.2(5)(B) SHALL HAVE I AN ADDITIONAL SIGN "VAN- ACCESSIBLE" MOUNTED * POST TO BE SLOPED BELOW THE SYMBOL OF ACCESSIBILITY. PRE - PAINTED GALVANIZED O E STEEL 4" 4- 1 -• CL 0 L FINISHED GRADE 1 O .0 °I I CONCRETE I. NOTES ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. I. ( 1 I. J I I. I. 12" ACCESSIBLE PARKING SIGN NO SCALE PIPE RAIL: ALL GATE MATERIAL TO BE 2" O.D. SCHEDULE 40 ® 2.72 LBS /FT; GATE POST: 4" O.D. SCHEDULE 40 0 9.11 LBS /FT. 24' OPENING 0 HINGE � a o HINGE _ W / C7 � D r O rri I r :I,- F� CD M L D ) U O I� D p D G7 __< Q) C7 O ---I M C7 O �O v J N O ) Z I � p E.4zD G7 � 2' MIN. OVERHANG NOTE: L z 2" BEVELLED EDGE s JOINTS SHALL BE CUT 6 (O N � PRECAST CONC. PARKING BUMPER Ll 4,000 PSI MIN 28 DAY STRENGTH WITH A JOINTER HAVING A AIR TRAI EN NED ARCH. C CONCRETE MIX 'IM 0 _J #5 REBAR 1' -6" LONG _ ... -. .. W/ 3/4" HOLE CAST 8Q W 92 #4 REBAR^ 4 CONCRETE PARKING BUMPER WITH JOINT FILLER. N W U a NOTE: ONE LEAF SHOWN; OPPOSITE LEAF AND POST SIMILAR I.D. RING WELDED TO END OF GATE ARMS; INSTALL PADLOCK AT OVERLAP (PADLOCK BY OTHERS) 0 I v NOTE: ALL MATERIAL HOT DIPPED GALVENIZED UNLESS OTHERWISE NOTED 14 GATE DETAIL NO SCALE 6" 6" * COMPACTED SUBGRADE - THE UPPER 6" SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE SUBGRADE SURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE SURFACE. COMBINED WALK AND CURB DETAIL NO SCALE 48' BETWEEN EXPANSION JOINTS (MAX.) CONCRETE SIDEWALK NO SCALE NOTES: BROOM FINISH AND EDGED CLASS 'A' CONCRETE 6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES #53 STONE TO BE USED AT A MINIMUM OF 4" 3" TOP SOIL -- COMPACTED BACKFILL 1/4" BITUMINOUS PAVEMENT CLASS "A" 6" CONCRETE MINIMUM STRAIGHT CONCRETE CURB NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2' DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL CONFORM TO pTYS CONCRETE CURB POLICY IN ALL RESPECTS w NOTE: L z 14J° z JOINTS SHALL BE CUT z °w (O N � M W p WITH A JOINTER HAVING A p 'IM 0 _J ■ Q RADIUS RADIUS OF 1/4" AND FILLED W w 0. 4 N WITH JOINT FILLER. N W J a i �n O II ±+ 0 a 4 F N 3 6' -0" MAXIMUM DISTANCE OR WIDTH OF WALK IF * eq Z 00 I- LESS THAN 6' -0" BETWEEN TRANSVERSE JOINTS I— 48' BETWEEN EXPANSION JOINTS (MAX.) CONCRETE SIDEWALK NO SCALE NOTES: BROOM FINISH AND EDGED CLASS 'A' CONCRETE 6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES #53 STONE TO BE USED AT A MINIMUM OF 4" 3" TOP SOIL -- COMPACTED BACKFILL 1/4" BITUMINOUS PAVEMENT CLASS "A" 6" CONCRETE MINIMUM STRAIGHT CONCRETE CURB NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2' DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL CONFORM TO pTYS CONCRETE CURB POLICY IN ALL RESPECTS T DO a a� L) d N U Q w o '9 L z O W (O N � C J� Q 'IM 0 z a Q ■ Q C LUUJ ■i Z + 3�NQ v 11 a L I. 2ND^ U '6 ±+ p Q 1 Z :2 Q N M W &_ Q 00 1 M 0- M T DO a a� L) d N U Q Keyplan Drawing Number: C202 L z i �a a. ■ Q ■i Z II� V W cu L IIIIIIIIIIIJ M CD W 0 CC A o Z _1111-0 N M W &_ Z �U 1 E 0- � Z I O E 1 -• CL 0 L 1 O .0 3 :> U Ui Q J W Z iaJ� C DO N U 0 Ctf Keyplan Drawing Number: C202 L z i �a a. ■ Q ■i Z II� V W cu ■ IIIIIIIIII■ W IIIIIIIIIIIJ M CD W 0 CC A o Z _1111-0 N M W &_ Z �U 0 0- Keyplan Drawing Number: C202