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<br /> ' TH R U ST B LO C K - TA B LE P ;!: �--- REVIS{ON DATE
<br /> MINIMUM BEARING AREA AGAINST - - - �-• ''�
<br /> - �_� -
<br /> UNDISTURBED SOIL SQUARE FEET - -
<br /> PIPE PRESSURE
<br /> SIZE Psl A B C D E ��
<br /> 4., 200 2/ 1) /( /(� NON N N NONE
<br /> 30Q 3 2 2 2 2 1 1 1 NONE
<br /> 2 — 3/4" DIA. RODS FOR 10" SIZE & SMALLER 9O� BEND TEE
<br /> 2 — 1" DIA. RODS LARGER THAN 10" SIZE
<br /> , '.�: C� „ INFlLL.ED � �-
<br /> .�_ , . 15 SYNTHETIC TURF F-2.1 �
<br /> - � EVERETT
<br /> v y B - - �. - - ` - GRADE RUULI �
<br /> , - - ; � - �; _ = - � - - - - '- -- _ _ �
<br /> NOTE: . . . .o . , .• . �n . � � -a � S C N O� L�
<br /> ADDITIONAL BLOCKING CAP 45° BEND Q ° -� � -� D O 8
<br /> MUST BE PROVIDED IF � " o � a " a ° o a D � p b ° c'�
<br /> 2 INSTALL LID WtTH
<br /> 9" MIN. �'"•:�-`� GATE VALVE IS AT END OF O MATCHING TURF
<br /> ;,'�::•: LINE DURING TESTING. (� E � � � �
<br /> : : �;: • SURFACING
<br /> X X - - .'
<br /> - - � 4 � � � �--�'-� e
<br /> � � �
<br /> { A-r va�v � CAS CA D E
<br /> � Q o
<br /> � p VINYL
<br /> SAFE BEARING LOADS IN LB.f SQ. Ff. � � COPING H I G H SC H Q� L
<br /> THE SAFE BEARING LOAQS GIVEN IN _ _ __ � —
<br /> THE FOLLOWING TABLE ARE FOR 22 � /2` BEND 1 1 � /4" BEND 3 o SYNTH ETIC TU RF
<br /> HORIZONTAL THRUSTS WHEN THE DEPTH — - � , -
<br /> OF COVER OVER THE PIPE EXCEEDS 2 I ' 1 a" F I E L D
<br /> FEET.
<br /> N OTES: �
<br /> S� SAFE BEARING LOAD 1. SQUARE FEET OF CONCRETE THRUSTS — BL�CK AREA BASED ON
<br /> LB PER SQ. FT. SAFE BEARING LOAD OF 2000/(3000) POUNDS PER SQUARE FOOT. NO :
<br /> * MUCK, PEAT, EfC. � 2, AREAS MUST BE ADJUSTED FOR OTHER SIZE PIPE, PRESSURES & 1" SCH 40 STREEf—
<br /> SOFI' CLAY 1,OOQ SOIL CONDITIONS.
<br /> SAND 2,OQQ 1" FEMALE ACME x MALE ACME — I I � 1� FEMALE I I � �O BRASS QUICK COUPLING VAWE p
<br /> SAND & GRAVEL 3,000 ,i ga I „ ACME x MIPT O RUBBER CAP
<br /> 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE & HAVE MINIMUM 1 SWING ARM
<br /> SAND & GRAVEL OF 1 4 SQUARE FOOT BEARING AGAINST THE FlTTING. #3i MIPT x MALE ACME �
<br /> CEMENTED WITH CLAY 4,000 � f INLET WITH 12" LAY LENGTH 3O GALVANIZED NIPPLE „ �8„ SPORTSFlELD
<br /> HARD SHALE 10,000 4. BLOCK SHALL BERR AGAINST FiTTINGS ONLY & SHALI BE CLEAR OF 15 � SPECIALTIES
<br /> �� SCH 40 PVC MAINLiNE 4 STAINLESS STEEL CLAMP TURFCOOL BOX
<br /> * IN MUCK OR PEAT, ALL THRUSTS SHALL
<br /> JOINTS TO PERMIT TAKING UP OR DISMANTUNG JOINT. 0 �
<br /> 8E RESTRAINEQ BY PILES OR TIE RODS TO �
<br /> SOLID FOUNDATIONS OR BY REMOVAL OF MUCK 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND �
<br /> OR PEAT AND REPLACEMENT WITH BALLAST OF ��-�- TEST PRESSURE AS WELL AS TO CONTINUOUSLY WffHSTAND
<br /> SUFFICIENT STABILITY TO RESIST THRUST. OPERATING PRESSURE UNDER ALL CONDI110NS OF SERVICE.
<br /> 1 THRUST BLOCKING 4 QUI�K CDUPLIIVG VALVE AND B4X
<br /> _ No o sca HaGAN
<br /> F 2.3 NQT TO SCALE F-2,3 T T LE
<br /> LANDSCAPE
<br /> LOCKING �(EE" COVER, BLACK, Seat iekWash ngt nu9hg,�te 110 p:Zoas�:28S.0 0
<br /> FlNISHED LABELED "IRRIGATION" NOT S:
<br /> GRADE �2" 1Q 3-4" BRASS GATE VALVE, THREADED
<br /> INLET/OUTLET, SIZED PER THE DRAWINGS
<br /> OR ASSOCIATED INLET—SIQE PIPE �, ►.�! t �
<br /> 2Q BRASS UNION ♦a1�� w,���� �
<br /> , SCH. 80 PVC jr CARSON 1419-12 JUMBO ♦ � ��'�' `• �����'��O �
<br /> BALL VALVE � 6" VALVE BOX OR EQUAL O OO BRASS NIPPLE , 4 ;�,'n �$ z '� `
<br /> t
<br /> W/UNIONS � 4Q SCHEDULE 4t�— PVC BUSHING, sXT � PLAN APPROVED � ,,�t� {� M-°
<br /> A� o od o o � » ! �, r� a'�28976 tr`'w4 ,�_.
<br /> �-19-� �4 s cf��'°���4
<br /> � � O 6 PVC RISER PIPE �'�SIONA�. '�� \�
<br /> .� � 0 00 ' o ' ' p e o 'i �
<br /> ' ' '. .° : °� .5 °. `,, P � ��� �A � �,� � �
<br /> N � ° �-
<br /> $ J� �°^,oe o�° � •d; ' o a ti� � �6 PLASTIC VALVE BQX, MIN. 12"� ; ; __.._
<br /> e ' -/
<br /> p a � � �` ' � D GE EROSION pUBtIC WORKS
<br /> , o ' c -. �7 MIN. 6" DEPTH 5/8" WASHED PEA GRAVEL DEPARTI►9ENT
<br /> 0
<br /> 3 a
<br /> � � ° ` �$ PRE—CAST CONCRETE BRICK UNDER E4CH ' WA�R
<br /> ' v n ' o�p � - � SCH. 4O REQUIRED PRIOR TO STARTING
<br /> �4 e
<br /> • a a 2 0'= CORNER OF THE VALVE BOX y � vuBuc wow<s PERMIT �s
<br /> + Z6 0. e Q Ua ' p'po p o p � PVC OU T SEWER pR0]ECf. ADPROVAL FOR THIS
<br /> ANY CONSTRUCTION ON 7HI5
<br /> � e ' TAPE TO Tw►F�c CURRENT TS C?AN ARDS AND
<br /> ' ' Q9 30 MIL PVC LINER OR EQUAL;
<br /> '�' VALVE BOX, Cl1T MINIMUM QPENING FOR ' Pe�nFORw�on�iu�s
<br /> � Q o ` • ° m D PIPE- CITY ENGINEER BEEN ISSUED.
<br /> o e ,a o o e o .d
<br /> O o 4 0� �c? ° ° .a a e °
<br /> .e � A 2 . • ° , 00 ° 2 . • p
<br /> ,Q e `t J o�opoa�p� oad a o `�e 4 O s,e•� 10 4 OZ/SY NON-WOVEN GEOTEXTILE
<br /> `o� ` 00 '� o • ' C? n �" �Oo e ' e �� O
<br /> >� .6 � . . d a �' e'Q p Q� p� � ,
<br /> � �7 11 HOUSE PER 3/F-2.3 OR 8/F-2.3 WHERE
<br /> SCH.40 MAINUNE (NP.) �� CONDITIONS REQUIRE.
<br /> 2 GATE VALVE 2 INCHES OR BIGGER IN LANDSCAPE
<br /> F-Z.3 NOT TO SCALE NO�S� 1 INFILLED SYNTHETIC NO S:
<br /> , LOCKING "TEE" COVER, BLACK, TURF
<br /> LABELED "IRRIGATION" 1� BRASS eALL vALVE, THREADED F_2,� 1� BRASS BALL VALVE, THREADED INLEf/OUTLET,
<br /> FINISHED INLET/OUT'LET, SIZED PER THE DRAWINGS �5" SIZED PER THE DRAWINGS OR ASSOCiATED PERMIT RESUBMITTAL
<br /> GRADE 1 2 12 OR ASSOCIATED INLET-SIDE PIPE FINISH INLET-SIDE PIPE
<br /> � „ ., -
<br /> _ - _ ,
<br /> - - - - - - - = DATE 6-26-17
<br /> 2 BRASS UNION = _ - _- _ - _ _ _ _ :• GRAQE O BRASS UNION
<br /> � ' '� . 4 -
<br /> � _ _ �
<br /> � o a ° 3 BRASS NIPPLE
<br /> � �3 BRASS NIPPLE D � , � Q a O p p� � � � p D �
<br /> SCALE NTS
<br /> � � BRASS � 4 SCHEDULE 80- PVC BUSHING, SxT
<br /> �;, SCH. 80 PVC CARSON 1419-12 JUMBO Q SCHEDULE 80— PVC BUSHING, SxT �
<br /> i ' BW/U IONS �— BRASS VALVE BOX OR EQUAL� O MIN. 12" HORIZONTAL & VERTICAL OFFSET N � � 5O MIN. 12" HORIZONTAL & VERTICAL OFFSET DRAWN JCH
<br /> � N ; 1 , Q FROM MAINLINE � O FROM MAINLINE
<br /> � 2 2 � Q2 2 SCH. 40 Q SPORTSFlELD SPECIALTIES TURFCOOL OR CHECKED E1G
<br /> ' ' O O
<br /> N � 2" MIN. � ', 6 PLASTIC VALVE BOX, MIN. 12"� � I
<br /> a � i SCH. 4O Q PVC OUT APPROVED EQUAL VALVE BOX WITH COPYRIGHT �2017 D.A.HOGAN&ASSOGATES
<br /> � � � �` pyC �� O7 MIN. 6" DEPTH 5/8" WASHED PEA GRAVEL REMOVABLE LID
<br /> �
<br /> a , �7 CLEAN PEA GRAVEL 4"-6" DEPTH
<br /> •� < <' a8 PRE-CAST CONCRETE BRICK UNDER EACH
<br /> � � CORNER OF THE vALVE BOX 4 3 3 4
<br /> � t,.' 4 3 3 4 i� 5
<br /> �. 5 l� �"' �� 9 30 M(L PVC LINER OR EQUAL; TAPE TO WAS H WAT E R
<br /> � � VALVE BOX, CUT MINIMUM OPENING FOR ��
<br /> o , 7 � P,PE. D ETA I LS
<br /> - � � �
<br /> { ; � �' 1 Q 4 OZ/SY NON—WOVEN GEOTEXTILE � � �
<br /> � � — — — — — — —— — — — — � —I I
<br /> = SCH.80 PVC TEE. FITTINGS (
<br /> o SCH.$0 PVC TE�E, FITTI(dGS O � & ADAPTERS (AS REQUIREQ) � � ,
<br /> o & ADAPTERS (AS REQUIRED) I SCH.40 MAINLINE (NP.} � SHEET
<br /> o SCH.40 MAINUNE (TYP.) �� 07
<br /> ,c jN LANDSCAPE —� � IN SYNTHETIC TURF
<br /> 3 F-2 . 3
<br /> �, 3 BALL VALVE IN LANDSCAPE OR SYNTHETIC TURF
<br /> N
<br /> '` F-2.3 NOT TO SCALE
<br /> �
<br /> �
<br />
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