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MANHOLE, FOR TRAFFIC
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<br /> A.C. PAVING
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<br /> THREADED CLEAN OUT PLUG, �
<br /> 3" BELOW PAVING �/�f/��'/�/ /�/ 2 t \r'\ \/l\/�\/'�\//\/l
<br /> 6' 3, �-BROOM FINISH � � � �
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<br /> \��\�����\��\�f\y '�'\��\��\��\ls\��\��\� EXPANSION JOINT WHERE EDGE
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<br /> � ,i�/� �; �//�//�//�/j�//�/`�/ ABUTS PUMP ISLAND (TYP) � � �
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<br /> /�'�j�\/�\/�\/ , \�\/�\/�\/�\/�\/�\/� A. CLEAN OUT LOCATIONS INDICATED ON GRADING & �
<br /> \�/\�/\�/\�/\�1\�/\'>,, �. \//\//\f/\//\/� / UTILITY PLANS AS �,���.
<br /> ��/��/��/��/��/0�/�\ `�/��/��/��/�\Y��% B. PROVIDE CI.EANOUTS AS SPECIFIED BELOW: �P�'T (PER N o Z � � O _,J
<br /> ��1\�/��/��/��/��/\ �: �/�f/��/t�/��/�� PAVEMENT SECTIONS) o t �- „
<br /> \\//�\//\\//�\//\\//`\//\\//\ ., ., \\d/�\//\\//�\//�\// -ZURN Z-1400 CLEAN OUTS IN NON-TRAFFIC AREAS � 0 3 '_ � Z W
<br /> �\/�a/�\f�\/�\/\/�\/�\ \/�\/�\/\/�\ -ZURN Z-1449 CLEAN OUTS IN IANDSCAPED AREAS I o � �
<br /> � � � � � � ` � 4'`,� � � -ZURN Z-1400 HD CLEAN OUTS IN TRAFFIC AREAS WiTH �� 1�. `` �-- a m � �
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<br /> ^� -�� STATION" TYPE MANHOLE, OPW #126A-9 - DOVER � . �
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<br /> TYP. CLEANOUT BLOCKING DETAIL ''���i���i���i���i� % i,�!i '%�ii���i���i��!i� !i r,��ii � R . � � O
<br /> r\ i\ r\ r r\ i\ r\ i �3 C OSS BARS � 32 OC � U
<br /> 4 LONGITUDINAL � 8" OG NOTE: � � � Z
<br /> NOT TO SCALE
<br /> INSTALL EXPANSION JOINTS �
<br /> �3 CROSS BARS � 32" OC COMPACTED BASE COURSE & SUBGRADE � 20'-0" O.C. MAX. � �
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<br /> cEM�NT CONCRETE sWA�E °° � �
<br /> EXIST NEW M N Z �•
<br /> HOT TAR SEAL � NEATLINE MATCH N.T.S. FILL WITH PR E V ENTI O N T E CH N O L O GI E S
<br /> HEAVY DUTY SAWCUT JOINT WITH EXISTING (TYPICAL)
<br /> INC PETROLEUM RESISTANT SEALANT
<br /> 4" (MIN.) COMPACTED DEPTH ASPHALTIC CONCRETE
<br /> (2 LIFTS)
<br /> 7" MIN. THICK CONCRETE SLAB 1/4" x 1-1/2" SAW-CUT
<br /> °8°a��o°o°°&o °�°o��o°a°°8�°�°o�o°o°°��°8°0�0°0°°8� � „ . 1NATERSTOP FASTENED TO EXIST SLAB �
<br /> o�ggo �o 0 00 0 0 �poc�,� ocb�o 00 1/2 RADIUS �4 � 18 O.C. EACH WAY PER SPEC
<br /> 6" (MIN.) COMPACTED DEPTH CRUSHED AGGREGATE ) 08� a ° ° o 0 0 0 0 0 o AT EOGE OF CONTINUOUS THROUGH SLIP-RESISTIVE FINISH
<br /> SLAB (TYP.) CONTROL JOINTS. CENTER
<br /> • �, _ �. 36° EDGE z REBAR IN DEPTH OF SLAB �4 AT 18" OC, MAX
<br /> - � • - �y � _ _ � � 10" TH�CKENED EDGE TAPER � � _ W
<br /> COMPACTED SUBGRADE � - � � �� . � • � - RAISEQ ISLAND DRIYE SLAB (CONCRETE) N v . � . � a � . a av
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<br /> � 95� � " °e .. . � nd' � . ' a - � • ' , a (�
<br /> 8" THICKENED EOGE T� �,�� -�-�- , i` � <-, ° a $ v a Q � Q
<br /> NOTES: (ASPti!►LT) _ -d.e • • . .. a �a _ . . o C
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<br /> CONSTRUCTION JOINT (CJ)- v ° � a a
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<br /> 1. SECTION FOR REFERENCE ONLY. SEE GEOTECHNICAL REPORT FOR EXACT SECTlON INFQRMATION AND SPECIFICATIONS. O FILL WITH PREVENTION � .� . � � �
<br /> TECHNOLOGiES INC. PETROLEUM 12" 6" � � a � a v O =
<br /> 2. AC. PAVEMENT SPECIFICATION SHALL BE APPROYED BY SOILS ENGIMEER. PG BINDER 70-10 RESISTANT SEALANT� TYP. W Q
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<br /> 3. PREPARATION OF SUBGRADE SHALL 8E PER PROCEDURES OUTLINED IN THE SOILS REPORT, o „ o� o� o�o o�o o�a o�o o�o o�o o�o o�o o�o o�� �
<br /> , EDGE OF ASHPALT 4 AGGREGATE BASE COURSE �o o�o 00 0 0�o 00 0 0�o od o 00 0 00 0 0�o o�o o�` O �
<br /> 4. CONTRACTOR SHALL INCLUDE A LUMP SUM FOR ASPHALT SURFACE SEAL COAT. CONTRACTOR SHALL INCLUDE �' BITUMINOUS TACK COAT ON �OC�O�O�O�OC�O(�OCY�OCPO�O(�O(-`r Q
<br /> APPLICATION METHOD AND RATE PRQI?UCT SUBMITTAL AND A UNIT PRICE BID IN ACCORDANCE WITH PRO,lECT io 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0
<br /> � O oDO o00 0�0 000 000 0�0 0�0 0�0 0�0 o�C
<br /> SPECIFICATIONS. COtVTRACTOR SHALL PROVIDE A DUSTING �F SAND WHERE EXCESS EMULTION CAUSES ASPHALT CONCRETE PRIOR TO ASPHALT -,� U (n
<br /> PICK-UP OR SLIPPERY SURFACE. CONTRACTOR SHALL REMOVE EXISTING VEGETATION FROM All CRACKS, AND JOINTS. PAVING ��o��o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o� I� Cn
<br /> O o�O o�O o0 O o0 O o�O o�O o�O o�O o�O �
<br /> SAND BLAST OR AIR BLAST� APPLY Y1EED KILLER AND HOT TAR SEAL, PATCH AND REPAtR PAVEMENT FAILURES. dLl �� �O�O(�O(�O�O(�O�OCPO�O� �
<br /> PRIOR TO APPLICATION OF SEAL COAT. FIELD VERIfY LIMITS OF SEAL COAT IN AREAS OF NEW STRIPING. PATCHES � ��o o�o o�o o�o o�o o�o ��^ �n°. °� O
<br /> AND CONFIRM WITH PROJECT MANAGER PRIOR TO PREP. AND APPLICATION. -�-�/ 1 U
<br /> JOINT AT ISLAND END C I 1 PICf-\LJ (SEE ARCHITECTURAL PLANS) TYPICAL JOINT SECTION AT ^p-.oc�'�oocP�o�cP�o��
<br /> ASPHALT PAVENiENT SECTIC�N NOT TO SCALE CONCRETE AND ASPHALT PAVEMENT JOINT COfVNECTION TO EXISTING SLAB
<br /> NOT TO SCALE NOT TO SCALE N(7T TO SCALE
<br /> FILL WITH PREVENTION TECHNOLOGIES INC
<br /> PETROLEUM RESISTANT SEALANT �
<br /> SLIP-RESISTNE FINISH t/4" x 1-1/2" SAW-CUT
<br /> �. lt�.i�
<br /> REBAR SIZE AND SPACING PER SLAB DETAIL � � , $ ,
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<br /> Z LANDSCAPE DRAWINGS o
<br /> y - � � � - EXP. 04.04.20 i
<br /> � � �� 1 1/2 o a �j �j �j �j �j �j �j �j . Q ' Q � . a . � �4 � 18 O.C. EACH WAY i
<br /> � _ �N AV►NG T � \ �\ �\ �\ �\ �\ �\ �\� CONTRO�JOINTS.�CENTER _ �; '
<br /> //\//\//\//\//\//\//\/ o�o o�o o�o o�o o�o o�o o�o o�a o�o o�o o�o o��� �/2• w�oe x ," DEPTH BLOCK OUT. Z o �
<br /> � �������������\� �O O o�o o�O o�o o�O o�o oQ O o0 O o�o 00 0 0�o oC p REBAR IN DEPTH OF SLAB o x
<br /> � v � �\��\��\���\�� � �O�O�O�O�OC�O�O�O(�O�O(�O� FILLMWITH PREVENTION TECHNOLOGIES, � U U � � ,` �
<br /> � a � � � �o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o INC. PETROLEUM RESISTANT SEALANT, �, N •� z m � _
<br /> � �o o ���� o 00 0 0�o a0 0 0�o o�O o�o o�o o�o o�o o�C CONTINUOUS ALONG FUEL ISLAND. _ � a
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<br /> o � �Qj �A� :. � \��� 7 0 0�0 0�o o�0 0�o o�o o�0 0�0 0�o o�0 REFER TO STRUCTURAL 4,_8 �" 3,-3 �„ v � —� Q o a ~
<br /> �� 8' Qg, � � a � �� � �o��o�o�o�o�o�o�o��o��o�o�o�o�o�r DRAWING FOR REINFORCEMENT � 2' � � � � �°
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<br /> � BOTTOM SAW—CUT SHRfNKAGE JOINT 2'-0" 2'-0" � o � � o Q
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<br /> N . ILLED N
<br /> COMPACTED SUBGRADE NOT TO SCALE � ISLANO GUARD 4" AGGREGATE BASE COURSE N
<br /> PREPARED PER SOIL p , w r RAISED , COMPACTED PER GEOTECHNICAL = �v �
<br /> ENGINEER RECOMMENDATIONS. COLUMN
<br /> NOTES: t/2 x 3 -0 PLAIN DOWEL AT 98 QC, MAX DISPENSER ISLAND 4 ENGINEER S RECOMMENDATIONS j ? > a
<br /> 1. PROVIDE �" PRE-MOULDED JOINT FILLER AT 26' ON CENTER (MAXIMUM) 0 Z W Q
<br /> RAISED � g � �
<br /> A N D � T N E S T A R T A N D F I N I S H O F A L L C U R V E D S E C T I O N S FILL T O P 1 1/2" WI TH P R E V E N TI O N T E CHNOLOGIES INC. ISLAND
<br /> 3. PR E PARATI ON OF SU B G R A D E S H A IL�B E P ER P R O C E D UR E S PETROLEUM RESISTANT SEALANT R E I N�O R C s E D F U E L I N G A R E A D R I V E S L A B w a � �
<br /> OUTLINED IN THE LATEST EDITION OF THE SQILS REPORT. Z � � w �
<br /> SLIP-RESISTNE FINISH
<br /> 4. CONCRETE SHALL BE T ype II or V ANO SHALL BE 560-C-3250. 5�_��� NOT TO SCALE j cv Z o
<br /> EBAR SIZE AND SPACING PER SI�►B DETAIL � R=�2" Q O N � Z� �
<br /> CEMENT CONCREI'E BARRIER CURB � � � . � . DR1� _ � � ° � � �
<br /> . .�'i' • . c SLAB A '� N � � W W �
<br /> N.T.s. � � � . . . �� � � °� � 7" MIN. THICK CONCRETE SLAB � � ,� � � c� o
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<br /> . Q � . NO�a7� CONT�INUOUS �THRO GH wAY N Z `N 'N W } v�
<br /> � CONTROL JOINTS. CENTER � W N N � � 3
<br /> WATERSTOP ' . . � � . t, THE HIGHEST OPERABLE PART OF EACH PRfMARY 3. AN ACCESSIBLE LEVEL AREA SHALL 8E PROVIDED REBAR IN DEPTH OF SLAB � � = p
<br /> a � . a �' OR ALTERNATE CARD READER SHALL BE NO MORE WHICH IS MINIMALLY 30" BY 48" (762 mm BY � a � Y v v U N "
<br /> � 4 . FIBER EXP�SION JOINT THAlV 54� (1372 mm) MEASURED FROM THE BASE 1219 mm) LEVEL AND CLEAR. THIS AREA SHALL N v �
<br /> � � � OF THE FUEL DISPENSER. WHERE CARD READERS B E P R O V I D E D W I T H I N 1 0" (2 5 4 m m) I N P L A I N V I E W �
<br /> � ° ARE LOCATED ON FREE STANDING PEDESTALS, THE OF THE FACE OF CONTROLS AND SHALL NOT BE N � �Ne• _
<br /> � � . CARD READING CONTROL FUNCTION SHALL BE NO OBSTRUCTEO BY ANY FEATURES. EXCEPT PUMP --�'� :o � �—�- �� sb '°
<br /> o�o oC o�o o�o o�o o�o o� o�o o� o� o�o o�� MORE THAN 54 (1372 mm) ABOVE AN ACCESSIBLE NOZZLES ANO HOSES, WtTH THE LONG SIDE OF o � �v�y Q
<br /> �O O o�O o0 O o�O o�O o�O o�O o�O o�O o�O o�O o�'
<br /> � PATH QF TRAVEL. THIS SPACE PARALLEL TO AND CENTERED PLUS OR W
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<br /> �a�o��o�o�o�o�o�o�o�o�o��o�o�o�o�o�o�o�o� MINUS 9" (229 mm)] WITH THE FACE OF THE � Z �
<br /> 0�00 0 0�O o0 0 0�O o�o o�O o�o o�O o�o o�C 2. AN ACCESSIBLE PATH OF TRAVEL SHALL BE CARD-READER CONTROLS. '� �
<br /> ��o�o�o�o��o�o�o�o�o�o�o�o�oO�oO�oOo� PROVIDED TO THE BASE OF ALL FUEL DISPENSERS cs a
<br /> �o o�o o�o o�o 00 0 0�o o�o o�o o�o 00 o REQtJIRED TO MEET THE PROVISION5 OF THIS = �
<br /> �O(�O�OC�O�OC�O�OC�O�O� SECTION. SUCH FUEL DISPENSERS SHALL BE �� �� `�
<br /> 00 00 00 00 00 oa oa o0 o J a�
<br /> '�o o�o o�o o�o o�o o�o �n^ -n^ � MOUNTEO ON THE ACCESSIBLE LEVEL AREA. » g �,
<br /> 4 AGGREGATE BASE COURSE � 4 Ca� `
<br /> COMPACTED PER GEOTECHNICAL
<br /> '�.,p��po��p���p(�r ,�
<br /> ENGINEER'S RECOMMENDATIONS. i
<br /> VERIFY REQUIRED SUBGRADE MATERIALS N
<br /> CONSTRUCTION JOINT CTYPICAL) /�p� p /�A' OVER TANK AND PIPES. � � �
<br /> �SL/11 V D 1-�/'11 V a (Q �
<br /> NOT TO SCALE
<br /> NOT TO SCALE REINFORCED DRIVE SLAB OVER TANKS Z N N �o p
<br /> NOT TO SCALE ' `O � �
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