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<br /> CONTRACTOR T� C4RE
<br /> __-_---- SITE WORK AREA 6" {MIM.) „ � DI�A "A" DRILL tJR KNC?CKt}UT PIPE
<br /> XREF LIST 4 HMA*
<br /> AS NQTE� ON PLANS SAND BAG, TYP. SEA�.ED EDGES CLEAR ACCESS OPENlNG HOLE IN F1ELD
<br /> Ltscale: 20� � � (SEE N4TE 3}
<br /> 6" GSB�
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<br /> MARINA BASEMA — 2014 p � SAWCUT EDGE EXISTING GROUT BOTH SIDES
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<br /> %f�'�i��if�'�,��i���i,���������/�1�' GRAVEL B�RROW ,�
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<br /> �������,��,�'a���'��,�'�<.��� � PRECAST DIVIDER DRAFT , ,t � �
<br /> ���'�d'�7�'��'����c�O�P� u7 1 -0 "�
<br /> cRAVE� BACK�I�.� FOR ��c�c�����c����U����c � �
<br /> PIPE Zt�NE BEDQING �d'��°�a���-.�- � a�,�°�,�r,� ��„ sa � I<NC?�IC�'}UT
<br /> PER WSDQT 9-03.��{�} ,�������' ���'��'�`� P LAN VI EW
<br /> S�OT B�TH 51[�ES
<br /> ���ac��C>�c, �����'��� �._7 N(}T TO SCALE
<br /> NOTES; � c� � ����' �
<br /> 1, C4NTRAGTOR SHALL. AS�UME THAT SAND BAGS ARE TQ BE SALVAGED AND ��°��������.�p°������� �
<br /> R£tJSED. *INSTA�LATI�N OF F'INAL 1.5" NMA TQ BE MIN. 6
<br /> COORDINATED WITM OVERLI�Y IN O�JE COMPACTER VENT PIP�S ADJUST TQ GRADE LQC#{ING FRAME & COVER AIR & GAS
<br /> �. CONTRACTOR SHALL PR4V{DE A STQCKPI�E OF' SAND �AGS SUFFIGfENT TO � FINA�. LIFf. DE�'T� OPTIONAL TIGHT 3 PLACES (2 PI.ACES C}N 577-GA)
<br /> GOV�R ANY PHASED C{}NSTRUCTIC}N DURATIONS.
<br /> 3. SAND F'1LLED FiREHC?5E MAY BE USEp IN �.IEU nF SAND BAGS WITH TESC ,��, TR�N�H TYPICA� C��TAIL fi - � �,� �� f r�{
<br /> SUPERVI50R APPROVA�. �—7 NOT TQ SCA�E `"i `���� , �=�1�-, ���/,j\��/��%����%\\
<br /> �- �_=� �__``�����,�� �
<br /> 4. CONTRACTOR SNA�L STOCKPILE 50 LF QF SAND BAGS FQR EMERGEN�Y �le,���/f�t
<br /> APPLICATION AT 7HE QIRECTidN OF THE TESC SUPERV1SOR. � � �i��/r`%�'/i� -7
<br /> PER PLAN . � �.. � . � . . . � . , ,
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<br /> 1 �ANC� E�AG� A�D I�1�TA��ATIC3N FINISNE[7 GRADE � � INSPECTION ----�� _°:�: mm^-� �
<br /> COMPACT CRUSHEQ INLET - - � T�E TYP. � ,'. �„ � .♦
<br /> �—.� NOT TO SCALE SURFACING TOP COURSE FINISHED GRADE � �.._ _ _._._ _SZ_ _..._ — — �_.} _._. _ � .� �� ` � _... ._ _. .�.. ._.__... .i... �. _ QUT�.ET
<br /> CEMENT CQNCREfE AT LANDSCAPE �� � � TEE � 1 '.:
<br /> EXISTING WAGRADE SID�YVALK �.' � j � � :�' � � :.
<br /> p. I � Y:
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<br /> VAiiIES 10' MIN. WIDTH . 3' LIF�f' STA7IQN EXCAVATIQN PER PLAN „ .'. I � � � f I '� R'
<br /> 0,02 �r�� s �a� soi� I I I � �
<br /> Y�MPQhARY �-
<br /> CHAINLINK F�NCE , . . . -- ..� TYPE A � .�� � I �-► � 1 I ( .... I 1 .��. r�
<br /> A Q
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<br /> L SEPARATION �EOTEXTILE FABRIC J_ '�.-��` :�t. � � •' o ���
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<br /> ,`� \ �, • GRAVE� BORR4W �:. . .� �. . �:. . . .. * � . � .. . . . � . .�. � .:.
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<br /> \ � WAftN{NG TA('E, _.Q.. .�. Q:. ••... ��:. ..: _� .:•:. ..� , :'�_' :,. ,'..�•: .� .� �.. : �� : �.��� � . . ,
<br /> TEMPORARY CONC. BARRIER \� ��� 12" BE�(}W GRADE {TYP.} : .. . .. �
<br /> �, ��� �R4UT BOTHR�DES SLOT
<br /> �, SHORING SYSTEM PER CQNTRACT{}R �� 6" MIN. COMPACTED DEpTN 3� �.ENGTH 1� LENGTH
<br /> �'EMPORARY CHAINLINK FENCE ;�\ SUBMIITAL, SEE SPECl�ICATIONS '� `�
<br /> / �f' 12" BACKFILL FQR �
<br /> j� ��/� SAND DRAINS �N UIT AND CONDUCTORS PER SECTION VIEIN A--A�
<br /> \ �� C D
<br /> ;\,�� \�� ELECTRICAL PLAN,
<br /> �� [}EWATERING SYSTEM ���� SEE SNE�'1` E-2 GAL�ON CAPACITY �o�o NOTES: }
<br /> /' PER CONTRACTOR ./�' 1. �C}NCRET�; 28 DAY COMPRESSIVE STRENGTH F C = 700� PSI.
<br /> . � \� SUITAB�.E UNDISTURBEt} NATIVE M4DEL N0. 712-GA
<br /> /�� SUBMITTA�, �EE /
<br /> ,y�� SPECIFICATIQNS '���� MATERIA PACT IMP�F�T Fi�L
<br /> DIM "A" 13'-1" 2. REBAR: ASTM A-615 �RADE 60.
<br /> '``��� .�. .. . .. , .. . ��``- P � CQ 1.11 C �iM "e� s'—on
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<br /> _ _ ����'� �::< ::.�. ��.:...;...,:.:� ._�._::�•.::::::::.:�.;�:`=:::��;:':.;'::�`::::.:;��.�`�;°•`.::;..�:::�.:�:;,:::,:':��`�;:'::>�:�.� ��� � 3. MESH: ASTM A-185 GRADE 65.
<br /> ������`\��\�\��\� ��1,��\l\���� \���.�``��`�\��\��\�\�\��\��`������������f �—� NOT T{7 SCALE DIM '°C» g'-7"
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<br /> STRUCTURA� DESIGN LOADI�IG FOR UNQERGR4UND PRECAST
<br /> WATER DEP7H t?IM "E" 4'-8" G4NCRET� UTfLITY ST�UCTURES".
<br /> � LI�1" �TATION �X�AVaTI�N �IT� L.C}�I�TI�S �. �OADS: H--20 TRllGK WHEE�. Wf 3�% IMPAGT PER A�SHTQ.
<br /> �—7 NOl` TC? SCALE
<br /> 6. FI�.�. Wf CLEAN WATER PR10R TO START-UP OF SYSTEM.
<br /> � EXISTING GRADE
<br /> � 7. CONTRACTt�R TO SUPPLY & INSTALI. AL� PIPING & SAMP(�ING T�ES,
<br />� � GONCRETE 51DEWALK, SEE
<br /> � PAVEMENT REST(3RATI4N PI.AN '. ° . ,. ,�< . 8. GRAY WATER ONLY, BI,.ACK WATER SNAL.L BE CARRIED 8Y SEPARATE
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<br /> -� � ��oT�x���E ������ �r�--�,��� - � � 7 �`aREA�!E INTER�EPT{�R �INC.��E V�4U�T SYSTE�A
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<br /> "'� � � N LIMIT� OF 5TRl1CTURE � ° '��` '�;:� �����° , �� _ C-7
<br /> NQT TO SCALE
<br /> ,;: w � 4 HMA EXCAVATI�N _ ��?0.40 ;_�. � �,�3.00.� SEE SHEET M 2 FQR
<br /> � SEA�ED EDGES � E- � �.�. ��� � 7_ , � �. �. LIFT STATION DETAI�S
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<br /> �' IST. P T 3 �' 6" CSBC -� a �� �-�,����� � ��`.. � SEAk. EDGE 1-1 2" ASPNALT CONCRETE WEAR{NG
<br /> �, EX VM � r� BACKFIL� _.� �'� r,� ��.�'y"�t'' < - COURSE
<br /> � � 12" PVC IN � �ri J�� EXlSTING ASPHALT CC}NCREf"E ' GRIND EkISTING PAVEMENT
<br /> � PAVEMENT`
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<br /> i � ,,,�� �� �*� �� '�� 0 � 0 0 a fl SEPARATiON - � ��� ,�-� -- '` .,�' � � CRUSHED SURFACING BASE �OURSE, , .
<br /> � \//����/��/��/ GEflTEXTII.E FASRIC - { .' � : $ .. ;`< r. ;` . -��
<br /> `t \ � �. �. J c�-�'� . < . 4 .<< . • �� 5 � �- MIN 1.0' G{}MPACTED DEPTN '
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<br /> � COMF'ACT SUBGRADE
<br /> � A5 NECES5ARY
<br /> � FOUNDATION MATERIALJ c�ss e, � A�PHALT GC�N�RETE OVERLAY
<br /> f � PAVIN .�'`,� DETAIL � LI�T STATIOI� R��TORATION ��N. �.o' COMPACTED DEPTH -
<br /> Y 1 G 7 N{71' TO SCALE
<br /> CALL BEF{}RE YaU �}IG
<br /> L 1--8t�0--424-5555 C-� NC}T TO SCALE �-7 NOT TO SCALE p l�A IF SI-IEET I� �ESS TNA�1 22x34
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<br /> � N. VANDERHORST AS NOTED ����
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