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Home My WebLink AboutSW1240301_Plansheet - Misc. Detail_20240923 24" FINISH GRADE 1" FINISH GRADE 1" BELOW 4" CONCRETE (3000 PSI) 6' CURB BELOW TOP OF CURB IN TOP OF CURB IN 6" 18" 2% CROSS SLOPE MAX. - 2" RADIUS 1r 5" 4" THICK 3000 ALL LANDSCAPE AREAS ALL LANDSCAPE AREAS ASPHALT PAVEMENT PSI CONCRETE d 2'R (TYP) PAVEMENT SECTION 2' GRASS, SOD OR MULCH 1" ° ' „ .1 a . GRASS, SOD OR MULCH 6" 1'-6" STABILIZATION 5„ 150 2" RADIUS CROSS SLOPE OF GUTTER SHALL 8.. , e A ,e °. d ° .. 4.. rA STABILIZATION MATCH THE CROSS SLOPE OF _' e 'THE ADJACENT PAVEMENT 5 „ . a , ..a d 4 TOPSOIL OR AS _ _ _e _ I e ` e d. - - - - - - - - - a - 2 RADIUS - I a- a a e III-III-III-III-III-III-III-I 1(- REQUIRED ON <. -I d d e . , LANDSCAPE PLANS _ - ` I-III-III-III-III-III-III-IIII:-I I a . e a ° � III III III III III III III, e. . • e 9 •'e : ., . `'� .. '.. :., , . ,. •.: .... <... .. . ,. .. •:.,'..' . .d- . ..... . ., . .. ., .. . . .. <. COMPACTED I _ - - - - d :, :... °.,. ..::...,'•:':.': :.;........,..;:. - e,°. I-III-III-III-III-(IIII i lII .:.:.'.::'•`' :":' 1,.i.`':, :;•.:' ° lD e.. d 4. d e° .a SUBGRADE _ 1=III=I I ==I - ;a a• ® e; - -I IIII=I II IIII-III_ a °• a. II I II I II I II I II I II I II I II I II I I ° d .e �'°. rRATD °e a a: GENESIS ENGINEERING ,...... .•.... ...... .....'::.:::.:.;:• , . ` =III=III=III=�I I- ....::.... I=III II I I� I I _ _ III III I I I-III- e d a -III IIII-I <' a' - ° •• I-III-III-III- a : A C O L L A B O R A T I V E -III �-III-III-III-III d °. 9 ' ° ' e .' e d .: d e ..e III-III- a .e. III=1 =1 I I=1 I I=1 I I=1 I I=1 I d e TURNDOWN SIDEWALK DETAIL I-ITI-' -III III-III-III-III-III ' � e . e.. - 'e . e • a ' � .a - •• d � 'd• �'�' �`� •' R COLD JOINT W/ 1/4" I=III-III-III-III-I I e NOT TO SCALE .d I=III-III-III-III-III e ° a : artin Farm Roa4 TOPSOIL OR AS -i d �. : _ ,moo ,� D BITUM. SEALER I-III=III=III=III=1 1- d e 3000 PSI CONCRETE i-k - 4" THICK 3000 PSI CONCRETE Suite 200 REQUIRED ON -III=III-III-III- - _ ' EXPANSION JOINT FILLER CONC. PAVEMENT LANDSCAPE PLANS III=III=III=III=III=III=III III„IIIIIiIIIII�lIII11 III=„�I CURB SHALL BE INSTALLED ON CONC. SHALL SUWanee, Georgia 30024 =II�IiIIIIIj1I11'..III-I1I-"' 6 CRUSHED STONE SEE PLAN TOP OF CURB TOP OF BE 3000 PSI PLAN 470.375.2001 - NOTE: EXPANSION JOINT 3000 PSI CONCRETE 1. CONTRACTION JOINTS AT 8' O.C. CROSS SLOPE @ 2% MAX. NOTE: 3000 PSI WWW.geneSlSeng.net 2. EXPANSION JOINTS AT 32' O.C. NOTE: ° e = _ 1. CONTRACTION JOINTS AT 20' O.C. CONCRETE 4'-0" 3. SAW CUT JOINTS NOT PERMITTED. a ge a 2. EXPANSION JOINTS AT 100' O.C. 1. CONTRACTION JOINTS AT 8 O.C. 4. PROVIDE LIGHT BROOM FINISH. JEJ • e: d ' °d d, . _ _ _ _ I- 4 THICK 3000 PSI CONCRETE 6" 3'-0" 2. EXPANSION JOINTS AT 32' O.C. ° e d ' 3. SAW CUT JOINTS NOT PERMITTED. 24" REVERSE PITCH CURB AND GUTTER - I=III 6" HEADER CURB I - 4. PROVIDE LIGHT BROOM FINISH. 1 ' NOT TO SCALE _____ Q, _ _ � I I-III-I III=1 I I=1 I I �' _ I I I=1 I I=1 i'- NOT TO SCALE - _ e� I' I' SLOPE @ 2% SLOPE MAX I I 1=III=III , ' :` OCL �ARQ�Z� 111 111 11 I-I I-I I- - - .. III=1 I I=1 � I. `\\\\ ,,,,��U 24 CURB & GUTTER tiq NOT TO SCALE -III- _ IIIIIII I -III- a. ' ' : .° a :a.a .d ' a I I-III-III-III-III-III-III-III-III-III III=1 I I=1 I ' �� COMPACTED III-III-III-III-III=III_III_III_III_III -III1111�11;11�11;11�1;1�1,;,1�1,;,1�1,;,1�1,;,1�11�1, ,1�11�1„ 9 84 15' MINIMUM WIDTH SUBGRADE 1=III=III=I I I=I I I=I I I I I I I I I-III ..III I = 01 e '� -III=III-I I-I I lil i 1 i III-III- 1/2" TOOLED 6" THICK 4000 PSI CONCRETE NOTES: "x1" CONTRACTION INT 4' ° `e• I., ,I�I=• � CSOMPACTED UBGRADE RADIUS ''y�!iFFRGN 1. /8 JOINTS O C \ WITH STEEL REINFORCEMENT COMPACTED SUBGRADE i11111jjjjj11l�� 2. 3/8" EXPANSION JOINTS 32" O.C. NOTES: SECTION A-A 3. ALL EDGES SHALL BE TOOLED TO A RADIUS OF 1/2". 1. 1/8"x1" CONTRACTION JOINTS 4' O.C. 0611410 4 v = _ _ _ _ _ _ _ _ _ _ = 4. WALKS SHALL BE GIVEN A LIGHT BROOM FINISH 2. 3/8" EXPANSION JOINTS 32" O.C. PERPENDICULAR TO DIRECTION OF TRAFFIC. 3. ALL EDGES SHALL BE TOOLED TO A RADIUS OF 1/2". =III=III=III=III=III III=III= I I=III=III=III=III=III= CONCRETE FLUME 4 v - - _ 4 FINISH WALKS SHALL BE GIVEN A LIGHT BROOM III III III III I I III III• • •III III III III III CONCRETE SIDEWALK PERPENDICULAR TO DIRECTION OF TRAFFIC. NOT TO SCALE =III=III=III=III=III=III I I III=III=III=III=III=III= COMPACT TOP 12" EXPOSED 8 -10 AGGREGATE BASE THICKNESS. NOT TO SCALE ° PER NCDOT STANDARD SPECIFICATION SIDEWALK WITH CURB & GUTTER SUBGRADE TO 98 /o STANDARD PROCTOR ASTM D698 PER SECTION 520 COMPACTED TO 100% NOT TO SCALE COMPACT TOP 12" EXPOSED 4" CRUSHED AGGREGATE BASE COURSE GEOTECHNICAL REQUIREMENTS STANDARD PROCTOR (ASTM DS. PER SUBGRADE TO 98% STANDARD (CABC)PER NCDOT STANDARD GEOTECHNICAL REQUIREMENTS. PROCTOR (ASTM D698) PER SPECIFICATION SECTION 520 COMPACTED z GEOTECHNICAL REQUIREMENTS TO 100% STANDARD PROCTOR (ASTM ALL WEATHER TRUCK ROUTE IF „ PAVEMENT �< D698) PER GEOTECHNICAL REQUIREMENTS. 1/2 RAD. E 2 -0 1 RqD. 2,-0„ 1�" RAD, 9 3¢" RAD. 1 SURFACE Q Q NOTES: NOT TO SCALE - 3'� 1fg„ RAD. in RAD. ii$" RAD. � ��., RAD. '��• 3,r ��C_7 LLJ�H� I I Q O S 2"SUMP PUMP WITH 2"S.D. 1. ALL CONSTRUCTION MATERIALS AND METHODS SHOULD BE PERFORMED IN = �'. 4`. °.' - = :A � NorE:DONOT ELIMINATE WITH OUT I r �p -9•" :G•: :iY• M1 M TENANT CIVIL ENGINEER APPROVAL ACCORDANCE WITH NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ca 'v' ° v; ° r- _ O < H TRENCH DRAIN SPECIFICATIONS. PROPER SUB-GRADE COMPACTION, ADHERENCE TO NORTH 2'-S' 1�„ RAD. 1 „ RAD. '�' 1%` RAD. F = z w WITH 4"S.D. CAROLINA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, AND COMPLIANCE ,- „ I 2'-9" I 1'-8" -v cn F-LL❑J 4'o° 4'3° 4'o° 1 I-19.OB SUPERPAVE ASPHALT 2 B CURB AND GUTTER = I-I T.O.BASIN WITH PROJECT PLANS AND SPECIFICATIONS, WILL BE CRITICAL TO THE 1" SP-9.5A SUPERPAVE ASPHALT COURSE PER NCDOT STANDARD � co CC PERFORMANCE OF THE CONSTRUCTED PAVEMENT. SURFACE COURSE PER NCDOT 2'-9" CURB AND GUTTER 1'-6 CURB AND GUTTER 9 z ." SPECIFICATIONS 610 STANDARD SPECIFICATIONS 610 9" X 12" OR 18" t� 0-❑ � ~Fi WB-67 TRUCK 2. STEEL REINFORCEMENT REQUIRED SHALL BE PER GEOTECHNICAL REQUIREMENTS. r 8 2 -'� MIN' 1 " RADIUS CONCRETE CURB � 0 1:lOMAX DOCK Q Q rL : r TOTO GR HEAVY DUTY CONCRETE PAVEMENT � - -� � � GRADETHIjAREA -'fir' ❑ 7 e c 4 � DOCK FLUSH WITH WB-67 TRUCK r 2' RAD (OR 7'-6'WIDE RAMP AS NEEDED H LDER BERM GUTTER 4,-0„ PROPOSED � -_ 2" RAD. PAVEMENT NOT TO SCALE 2'-O„ 2'-Off EDGE OF 0 1 " n 1,4" RAp SURFACE 40'-0"MAXIMUM 2e-0"HOLD 2e-0"HOLD PAVEMENT 44' *CAN BE SHORTENED TO MATCH GRADE 88,-0* 0.- •. *THIS DIMENSION CAN BE SHORTENED BASED ON SITE GRADING ONDITIONS 2'-0" �:rcr _ 1 _Q' 1, �" n •o,'.'-.o $ 1" [O p 1 ' 24"0 CAST IRON _ TENANT WALL T R U C K W E L L PLAN -III-III-III-III-III III-III- I I-III-III-III-III-III- 12" G171pREFER TO SITE COVER BY PLUMBER G ' :v• N r :� 0 PLANS FOR SUMP 2" I-19.OB SUPERPAVE ASPHALT - a' V p :Q=.' LOCATION& JUNCTION Box,PLUG 1.5 SP-9.5A SUPERPAVE ASPHALT - - - - - - - - - - _ _ W COORDINATION AND RECEPTACLE 1-III-III-III-III- 11-III-1 I I. . .I 11-III-III-III-III- "M .: BY COURSE PER NCDOT STANDARD H z SURFACE COURSE PER NCDOT : ._:o.; ::•;::.;:m S x 6 MEDIAN CURB z SPECIFICATIONS 610 6" CRUSHED AGGREGATE BASE COURSE 0'-0'. SITE GRADE Uj _j STANDARD SPECIFICATIONS 610 EXPRESSWAY GUTTER z � W COMPACT TOP 12" EXPOSED CABC PER NCDOT STANDARD VALLEY GUTTER -I F FINISHFLOOR TRUCK WELL > Q O ( ) 8" x 12" OR �B" F RETAINING WALL H2O HEAVY DUTY SUBGRADE TO 98% STANDARD REFER TO STRUCTURAL TRAFFIC RATED VALVE O SPECIFICATION SECTION 520 CONCRETE CURB Q PROCTOR (ASTM D698) PER COMPACTED TO 100% STANDARD ❑ C3 INFORMATION - BOX AND LID Q MO � DRAWINGS FOR MORE 2"PVC BY PLUMBER O GEOTECHNICAL REQUIREMENTS m -4'-3` TO STORM DRAIN �/� C) U a CV Q PROCTOR (ASTM D698) PER SECTION VIEW OF CURBS OR CURBS AND GUTTERS o -a'-0" V/ l0 T.O.BASIN 2"GATE VALVE GEOTECHNICAL REQUIREMENTS. Q = T.O.BASIN UNION J Q N GRAVEL CHECK VALVE J J NOTE: FILL %" x 1" DEEP Z GRAVEL BOTTOM OR z ~ • z HOLE FOR DRAINAGE H� z 0 Q ALL CONSTRUCTION MATERIALS AND METHODS SHOULD BE PERFORMED IN GROOVED OR SAWN Q W a"scHaoPERF. 6'-4° uNroN LLI w (/) z JOINT WITH JOINT P 0 PVC PIPE UNDERSLAB o T.O.FOOTING ACCORDANCE WITH NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DRAIN(WHEN REQUIRED) REF.STRUCT. 36"0 R.C.P. J - - - - - - - - - - - - - GENERAL NOTES: SEALER JOINT SEALER W SUMP BY PLUMBER ' ..: -I I I-I I I-III=III- I-I I I-I I I-I I I- I I-I I MI I MI I MI I I- SPECIFICATIONS. PROPER SUB-GRADE COMPACTION, ADHERENCE TO -PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT 1/8" RAD. GUTTER � = G 24X24X24CATCH 6"TO a"WYE a w O III III III I I -III III III III, III, III III III NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, PPORTUF USED WHEN A MACHINE IS USED OR WHEN 8" RAD• o z PLUMBERSUMP MPBY LU O ,�/ BASIN W/GRATE BY 0. A 15 SPACING MAY BE PAVEMENT SURFACE ',q• PLUMBING CON � LI..I 8 CRUSHED AGGREGATE BASE AND COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS, WILL BE SATISFACTORY 5U OR THE FACE FORM CAN BE OBTAINED SURFACE 6"coNCRETEBorroM Q � J U COMPACT TOP 12" EXPOSED WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. _ Q Q 6"SCH.40PVC SLEEVE UNDER W/MESH-GROUT WATER I-I COURSE CABC PER NCDOT CRITICAL TO THE PERFORMANCE OF THE CONSTRUCTED PAVEMENT. ?:' . ?:' . :d , a N a BY PLUMBER W > LJJ SUBGRADE TO 98 /o STANDARD ( ) = U FOOTING ��; r1GHrroR.c.P. ° -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. ❑ 9 v Q 'n v'. •� D- 6 a .�-. .❑ - .V- - A .❑ ❑ .r�i;. STANDARD SPECIFICATION o =' ' ' �. =v:: v ' . Q ' . Ln ' (, 2 -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE DF ❑ , o o v SLOPE„":I'0" SLOPE 'Q - - ❑ - g- '.'❑ TRUCKWELLUNDERSLAB 2 PROCTOR (ASTM D698) PER SECTION 520 COMPACTED TO 100% TEMPLATES OR FORMED BY OTHER APPROVED METHODS. PROPOSED PROP. DRIAN SYSTEM MAY BE REQIRED TO SUMP „, ;I_D a J GEOTECHNICAL REQUIREMENTS STANDARD PROCTOR (ASTM D698) STANDARD DUTY ASPHALT PAVEMENT CONSTRUCT NON-TEMPLATE FORMED JOINTS A MIN. OF 1� DEEP. CURB & GUTTER 2 �..� JOINT FILLER BASED ON SITE CONDITIONS J (D J LU -FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"x6" MEDIAN CURB, JOIVT PAVEMENT Q LU O PER GEOTECHNICAL NOT TO SCALE WITH JOINT FILLER AND SEALER. TRANSVERSE EXPANSION JOINT NOTE:DO NOT ELEMINATE CATCH BASIN OR SUMP C REQUIREMENTS. -SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO LONGITUDINAL JOINT IN CURS AND GUTTER FROM TRUCK WELL CONFIGURATION WITH OUT G "' z NOTE: Q I T R U C K W E L L SUMP PUMP DETAIL PRIOR APPROVAL FROM TENANT CIVIL ENGINEER W O O II.-I " ALL RIGID OBJECTS. z L , 24 WHITE STOP BAR SECTION VIEW OF JOINTS FEB 18, 2016 _ ALL CONSTRUCTION MATERIALS AND METHODS SHOULD BE PERFORMED IN U � � ACCORDANCE WITH NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHEET 1 of s LU ciL J >z z �/ W W SPECIFICATIONS. PROPER SUB-GRADE COMPACTION, ADHERENCE TO 24" EDGE OF S46 . 0� O Q >- > � Q 00 J NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, PAVEMENT NCDOT 30" CURB & GUTTER a m 0 U = N < AND COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS, WILL BE CRITICAL TO THE PERFORMANCE OF THE CONSTRUCTED PAVEMENT. 8' NOT TO SCALE 2' REVISIONS HEAVY DUTY ASPHALT PAVEMENT NOT TO SCALE 4" PAINTED TOWN COMMENTS 02/19/2024 DOUBLE YELLOW 4, TENANT REVIEW 05/02/2024 OWNER & MSD COMMENTS 06/14/2024 MCCUE CRASHCORE BOLLARD REQUIRED AT 2' (TYP.) EN TRY/EXIT AND CUSTOMER SEATING AREAS PLACE 0 5'-6" OC I CENTER "STOP" IN DRIVE LANE (SEE NOTE 2.) CONTRACTORS NOTE: 2'R 1� PAINTED WHITE LINES PRIOR SUPPLIED AN INSTALLED Y MCCUE NOTES: PRIOR TO SIDEWALK BEING POURED. NO SUBSTITUTIONS. 4'-9" 1. STOP BARS SHALL BE A MINIMUM 4' IN ADVANCE OF PEDESTRIAN CROSSING. o CONTACT MCCUE AND TENANT TO RECEIVE 2. PAINTED "STOP" SHALL BE INSTALLED ONLY WHEN R1-1 STOP SIGN INSTALLATION IS NOT ;� TENANT NATIONAL ACCOUNT PRICING FOR FEASIBLE. MATERIALS AND INSTALLATION. 3'-6" 3' 0" 3. PER TENANT REQUIREMENTS; ALL PAINTED TRAFFIC STRIPING SHALL BE COMPRISED OF TWO SHOPPING CARTS (2) COATS - FIRST COAT SHALL BE SHERWIN WILLIAMS PRO PARK WATERBORNE PAINT WITH f CRUSHED GLASS ADDED FOR SLIP RESISTANCE. THE SECOND COAT TO BE APPLIED 30 DAYS I ORDERING INFORMATION AND TIMING FLEXIBLE DELINEATOR ROUND POST WITH BASE AFTER THE FIRST COAT SHALL BE SOLVENT BASED, AEXCEL GORILLA PAINT WITH CRUSHED o ORDER: 4 WEEKS PRIOR To SIDEWALK POUR BULK PACK-36", YELLOW 5'-0" O.C. a GLASS. GLASS USED SHALL BE 6 TO 8 POUNDS PER GALLON OF PAINT. RECEIVE: 2 WEEKS PRIOR To SIDEWALK POUR TR TOPVIEW o INSTALLATION: 1 WEEK PRIOR TO SIDEWALK POUR 4. PER TENANT REQUIREMENTS; ALL ARROWS, STOP BARS AND CROSSWALKS SHALL BE 1211 1 h CONTACT INFO:YANI DE LA CRUZ 1' 4, 9„ THERMOPLASTIC WITH TYPE 1 HIGHWAY SPHERES INSTALLED DURING APPLICATION. ALL EMAIL: YDELACRUZ@MMCCUE.COM THERMOPLASTIC SURFACES SHALL BE INSTALLED WITH SLIP RESISTANT MATERIALS. DIRECT: 978-219-5282 M OFFICE ADDRESS: MCCUE, 13 CENTENNIAL DRIVE, PEABODY, MA 01960 NOTE: 2-WAY STOP BAR DETAIL m 6"'` WEBSITE: MCCUE.COM �--. LANDSCAPE ALL TRAFFIC FLOW ARROWS SHALL BE THERMOPLASTIC WITH NOT TO SCALE m ~ 10" CONCRETE PAD AREA ° C� 0 SHALL NOT SLOPE TYPE 1 HIGHWAY SPHERES INSTALLED DURING APPLICATION. N ° MORE THAN 2/. ALL THERMOPLASTIC SURFACES SHALL BE INSTALLED WITH EC ACCEPTABLE DETAILS FOR BOLLARDS PROTECTING SLIP RESISTANT MATERIALS. EQUIPMENT AND BUILDING COMPONENTS LANDSCAPE AREA 24" WHITE STOP BAR ° PAINTED TRAFFIC ARROWS PLACE AS NEEDED MIN 4" 3000 PSI NOT TO SCALE EDGE OF 24 EDGE OF CONC SLAB W/ DRIVE LANE DRIVE LANE CONCRETE CAP WWF W1.6XI.6 (TYP.) 6 INCH PLASTIC REFLECTIVE COVER 8' 2, NO PARKING FIRE LANE ( DIA SCE L)PIPE 2 CART CORRAL FILLED(GALV.STEEL) SIGN, MUST MEET ADA (LENGTH=8--S jETE HEIGHT PAINT TRAFFIC YELLOW NOTE., VERIFY DIMENSIONS BASED ON PARKING DESIGN OR PROVIDE PLASTIC SLEEVE I'-9" RADIUS 4' 1'-g" RADIUS PROJECT NUMBER: CURB TO BE PAINTED PAINTED PAVING YELLOW (NON SLIP PAINT) WHITE LINES 21-118 FLAT GALVANIZED METAL CART STOP ( WIDE x y" THICK SECURED WITH DATE: (2] 318" x 2 112" GALVANIZED TAPCONS. I ` N - - I II A 12/21/2023 CENTER "STOP" IN DRIVE `^ FOR SIGN BASE o o, MIN 4" 3000 PSI LANE (SEE NOTE 2.) DETAILS SEE • ° ' I I I I CONC SLAB W/ NOTES: HANDICAP PARKING I I - TOPVIEW C `D z'-o°DIA. WWF WI.6XI.6 (TYP.) SIGN DETAIL CONC.FTG. D' ' • °O o �" CHAMFERED CURB ON 1. STOP BARS SHALL BE A MINIMUM 4 IN ADVANCE OF PEDESTRIAN CROSSING. - I 3 4" YELLOW LINE 3'-0" MIN 2. PAINTED "STOP" SHALL BE INSTALLED ONLY WHEN R1-1 STOP SIGN INSTALLATION IS NOT SHEET C-1.6 , INSIDE OF CORRAL. THE NON SLIP PAINT FEASIBLE. = I FACE OF INSIDE CURB ° ' I I I I 6" TYPE Cl1RI3 SHALL BE 4" HIGH LANDSCAPE AREA DETAILS 3. PER TENANT REQUIREMENTS; ALL PAINTED TRAFFIC STRIPING SHALL BE COMPRISED OF TWO 6„ PAVEMENT "' NOTE: (2) COATS - FIRST COAT SHALL BE SHERWIN WILLIAMS PRO PARK WATERBORNE PAINT WITH - 1. ALL PAINTED TRAFFIC CURBS & LANE STRIPING SHALL BE COMPRISED OF TWO CRUSHED GLASS ADDED FOR SLIP RESISTANCE. THE SECOND COAT TO BE APPLIED 30 DAYS ' 17 (2) COATS - FIRST COAT SHALL BE SHERWIN WILLIAMS PRO PARK AFTER THE FIRST COAT SHALL BE SOLVENT BASED, AEXCEL GORILLA PAINT WITH CRUSHED 10" WATERBORNE PAINT WITH CRUSHED GLASS ADDED FOR SLIP RESISTANCE. THE SECOND COAT TO BE APPLIED 30 DAYS AFTER THE FIRST COAT SHALL BE GLASS. GLASS USED SHALL BE 6 TO 8 POUNDS PER GALLON OF PAINT. CURBSIDE PICKUP MCCUE S15 54 BOLLARD 4. PER TENANT REQUIREMENTS; ALL ARROWS, STOP BARS AND CROSSWALKS SHALL BE SOLVENT BASED, AEXCEL GORILLA PAINT WITH CRUSHED GLASS. GLASS USED THERMOPLASTIC WITH TYPE 1 HIGHWAY SPHERES INSTALLED DURING APPLICATION. ALL PARKING SPACE SIGNS JAN. 2020 2-0" ��\ � SECTION A MAY 2022 SHALL BE 6 TO 8 POUNDS PER GALLON OF PAINT. THERMOPLASTIC SURFACES SHALL BE INSTALLED WITH SLIP RESISTANT MATERIALS. NOT TO SCALE FIRE LANE DETAIL ONE-WAY STOP BAR DETAIL C � 7 NOT TO SCALE NOT TO SCALE