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139th Avenue - Evergreen Water System Plan & Details r k , h r.` m ' yr IIIIIIIIf z - � v O IIIOff r Q cc � II0 • �• w IIIIIItS - d LOT LC7T 2 r� TRACT * A " ' , , Q CG>NtJEL�" EX !W Wq i LVIINE EXISTINCa Fi fL•E � y 8`` 7" 8!•-ri"`f�f7t..Y �/A � �,� _.-�---- , : >> � at `4 '------ � �.: � R EY 1 SI ON S .-.- • /j- 1 rY I i cam• M , i W i I i k x � LCA T � � LOT 4 �� - t� L � T 8 P TD �uT'rr F�T . 1 r 3 : I I�lSTALI_.. FI I� � I NS�TALL- Fill �KANT ADEM I E-4YDIAM" ��EM131..Y � ,�` - ` - T IN�TAt._t_ S"rtT x Sr�t �,�.�.� ,,,,i Z " i PT" F't..a.Jt� wf 211 gf? A�j '�f�AI:.V�` ! #� G�NG>`'-6`T-E = IItOlt Dom" g , w Z .,�.. , G 45 BENTT� 4 5 � , ; � �� ,; ' � : . �;� i N��rM...L. 8' M) "r � $lJt `'l E F VALVE EACH AREA IS �# OF -> 'fll ri, f r { TABULATED TOTAL AREA TRACT �' aIII0 OF OL 4 .GATE A ...1'�D\l X �T1N�a r fII 5 , ° " FLYwoQD OVER w It*� T L 8 T TO EXI�TTNIa Ip 1 �' � FACE OF BOLTS � " z xr �uz" ��Y vAt�F Icn TEE PLUGGED CROSS WY'E PLUG DR CAP _� r- r a v , f. , 3,000 PSI CC�NG . � { TRENCH WIDTH THRUST BLOCK AGAINST � A UNptSTURBED EARTH AS REQUIRED - ' � t t Q 50 w CAST IRO] k,. TOP SgCTION � � `" `�' •� ; . . WITH. THE WORfl. , ;1A►A'��:R". . ` A1. E IN FEET BEND PLUGGED GROSS 2 ` � - 0 M # N. - fit . � ' � � ' 3`- O" MIN . __ . , a CAST IN TOP ���FACE , PLUGGED TEE . . .. _ ; THRUST BLOCKING DETAILS w : . e w NOTES : � ". , . , . , - - - - - - ' � � � POU AGAINSTUNDISTURBED EARTH . � r � . . r . ��*�;, , � , 1 . CONCRETE THRUST BLOCKING TO BE RED N � > �` �`• 2 . KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES • It ...._ s - ' e 11 , 1 �<, F : HAND TAMP BACKFILL -•-�'' ° 3 . THE REQUIRED THRUST SEARING AREAS FO SPECIAL CONNECTIONS ARE -�`-` ,� ° � � ° . • a � � ° ' : • � . � . { u �`,,; � �` �_:' ' . > . � AROUND TOP SECTION �,. � - , SHOWN ENCIRCLED ON THE PLANS ; e . g . 5 INDICATES 15 SQUARE tt{� 11 FEET BEARING AREA REQUIRED . - (ift�tTtt = jy _ 11 { (� 4 . IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL � , . (y ', ` ` BE AS INDICATED BELOW , ADJUSTED IF NECESSARY , TO CONFORM TO THE � ' , - �� f ��«' � � ' __ , . ., SECTION � . V ;� , » . •` TEST PRESSURE ( S ) AND ALLOWABLE ..SOIL BEARING STRESS ( ES ) STATED 6 " MIN. `_ � - - - � �; "�, � . N THE SPECIAL SPECIFICATIQNS . 2 MAX . � .. . �.: - - . ;: =,.,.q� . , . � a. 3 C7��' 6Rt}N BOTTOM SECT -�, ». . _ - _ ' EG ON _.. __._ _ . SHOWN PLANS TAKE __ .. BLOCKING DETAILSH WN ON LAN � _ �_.• _ _ - >r, . - , � AREAS D SPECIAL L � , ., . SEARING RE AN . _...- _ ... _- _, .. AREAS D K DETAILS SHOWN O _ __. . � _ _ , , a . , _ r�.. "` , OVER REA AN BLOCKING D I Q _ a. .. _ . P F R . RING ., CE . NCE O E ., a.� . e: .., w ^5eW_ ..w,M- , u, r, .._ . , w ..,... - e .: ae , „ , ♦ ..:r.: . . Y ,:... _.. 4„- -. ,... .. . . r .. .., . . , .».. .. _ -... . y i. . .. . . .. it � .,_. __ -..-..!,w .- ,e ,.. ..Y v .T .1•{.' $ STA, . ,- 0 � ON C. o •� �...- r .., . .. . r THRUST BLOCK AGAINST u B A UST KS N S FT , < . O . UNDISTURBED EARTH ; , . . , TIE RODS .,r, T TEE , WYE , 90BEND TEE .° ; : . ° :' s IFITT., NG PLUG OF PLUGGED � LUGGED o a = r, Jam -.. PLUG OR OTHER SIZE r � � RETAINER GLAND .,.�. � � . ,Q1il ._� � � • '�' CAP CROSS ON, RUN 4 � BEND 22 '� BEND _ 11� BEND . . _ _ y _ - -Ilt{ FITTING AS REQUIRED -_ A Atrilim 0:154 - 4 1 . 4 1 . 9 1 , 4 1 . 0 -� - - ILI- 6 2 . 1 3 . 0 4 . 3 3 . 0 1 . 6 1 # 0 201 - - � � - " � +-. VALVE SIZE AND ENDS - 3 3 7 . 6 , 4 2 . 9 1 , 5 1. 0' '' t : •. ., - : : . ate - AS SPECIFIED OR SHOWN `� r ^' � -.- . .,, ..- „ a . . u.. a. ,> ,_ . `�`. , . . ,: ;- , .,. J. 0 5 . 9 _8 . 4 11 . 8 8 . 4 4 . 6 2 . 4 1 , <' , t- - � ON THE PLANS GATE VALVE � Ido 8 . 5 12 . 0 37 . t3 12 . 0 6 . 6 3 . 4 1 . �` L IM 14 I1 . 5 16 . - 0114. 4 2b3 8 . 9 4 . 6 . 3 • s I lu 0 16 15 . 0 1 , 40 21 . 6 . t� 3 . 0 1t -~ �}tI� - - %11T �- 18 19 b 2 7 . U 3 8 . 0 7 . d 14 . 6 . 6 3 . 8 _` ._ { v � _ „ >< '. � � ..� ��� ;-� ; > i It 20 23 . 5 33 . 3 97 • U • 3 IOz 9 . 4 4 . 7 DITCH LJNE �j `' , ' � 24 34 . b 48 . U 68 . 0 48 . U 6 . 6 . 8 � - , tfI ! Iw " Y ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 pal i . ANf3 AN � 4 ALLOWABLfi SOIL BEARING STRESS OF 2 , 000 FOUNDS PER SQUARE FQU'P . 1I � � TO CONFUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL - f8 4 - ��: - 88ARING STRESSES USE THE FOLLOWING EQUATION ,; BEARING AREA � MEN. MJN. MAX . � ' • ( TEST PRESSUREl15Q ), X ( 2 oQo/SUIT.. BEARING STRESS ) x { TABLE . VALUE ) • PLAN VIEW _ x ' IT BLOCKING DETAIL . '.� �1"` -D�3 �.. E E3l�. 00K DETAIL TYPICAL SET •„ "' It 3 i. l M ,I A. !illill ' t WYDRANT TO BE ,$ M.ODEf; MUELLER CENTU,�iION , A - 42216 MJ , S Ilii MV 3 PORT TWO 21 /2' NST I 1 HOSE CONNECTION `A,�1D E *'� i /2 " NST PUMPER , 1 • i I /2 PENTAGON OPERA tIG NUT , OPEN LEFT , > COLOR : YELLOW L END MAT�EP -- L5 L Ii5T- WITHIN STREET RlW OUIIIIIIIfITSIDE STR ET R/ W �,,/ r UA 4T I "7 IfWON A5, APPROVED 8Y DISTRICT ENGINEER � SAN ► ,� j�-Y � E1r�/��• i.,.INE RESURFACING TO " BE Mtr� . 3 " CLASS "e" ASPHALT � � `_ r � OR MATCH EXIsTrNG , WNIGHEVERs� �NITAizY �EWE.I�- LINE S " - �° BENG� 2 _ IS GREATER . TACK ALL EXPOSED R MATERIAL . ----- f - - �T- - �X I�T�NCa �jTD(� �Wr✓ K- LJWE: FI R�E }-�t'przANT A6�E�'1Bl.a' 2 � SAWCUT A. C . �� �XI5TINC-a TRK- � " �r/C�'" >1tAr81 � x �r7�1`�161•Y I M w,� I._., Ni= JJ Q ` IIII, . a- Q" BEHIND' ACK �' 8 �.,v�oF VE � 31 E)IWE PLAN FOR sFD� URRBKAND OR •�••••• `„/ ••••••l••• WATER- UNE i W:59 .i._ S" x Z " BI..OWD�F MBLY I r■i. ` - t r • / I(I Ittl CONCRETE s VE IITALL. h+�1 . T .hi" I _Y VALaI� 3 • � w ILf ' ��� - to e�1 �e►dc of tRAo�.•E DITCH � � 8�1.�T'C'�IzFLY vA�. 1 d � dU'3GK a �,. 1 �i`71� •wa` '�•f - CLASS A S S A +r ..!` h • !=a '!'. w � . Wi4�E' I N�1"ALL X S • 1�✓1 . 7� T�.� � U3 / 4 , CAST IRON VALVE BOX BACKFILL BACK � 2" RIGID COPPER p FIFE #--�`(�'+�NT" ���1`'I�LY ; : , • �� . �iE _ AI,K ASSEMBLY If � ' �1. a t •1-•-.....,...��1, ..,,,... TJ Jt 2�1PT Pi.Uti �i..C.�nf4� �a EMSLY att I T T ( f1jfl •��- .-• p � PLUG/C11P' ' � ASPHALT PAVING � ��NI"'�-� �.� ; � STRADDLE BLACK DETAlL � p • -� v ; � °II'• ,e,s, ••. ,- FIN. GRADE 3f4 - 0 CRUSHEt? . - ' ROCK BACKFILL • ; . - :, ' , ' • � ����i/ � ' �• s' � f � *` �� � � ; i /� , • = rut ilii _a--�'/ �aC� COMPACTED TO 95% - '� � ,� i� . .ri �!'1 rit! � / ' �.. � y;N - - - ®��y , .r � ` ( PER AASHTO T-99 ) ' . � • �'��, � ? � , •.�� - � * � se� ! �� a p,�1�0 T� s 2 tP T PLUG OR M� x 2 IPT ©1 F COVER DRAIN ROCK $� , • . _ ���,��`��� \ � � ; ,,, PLUG /CAP ��r o f ^�` � � � • � �O �� � �, �y�g ���,��a�e�S ' >iIIETER BOX Ir{t= Wf ",4R PAPER BEFORE ,� � BACKFILL G PLG. x MJ GV _ � 09° d� ���� � L.1 CDl11G TRAFFIC BOX »� � BRASS AMERlCAiIi > � 1 ,, ,{`a( l fi� , � R '�� T_ • - - ill _ ,r1 : �i � {' � ' M � 'tn9 �� n►a •� th �� � � TE VAI. x � . • : ' , . ; , , • . . '. ' • {i �''RtNJt'f OF CUR A1N111tA �tlp'f�R01/Ep , � 1; - �,,•�,��� ?� i'c= ®CS d Wtt� ����,,'DL I6 `(1 (� o �' � •: ,' `� ; = AJ11tERlCAN MI! 2 BRASS P'LuO� VE +rV: = ��� o S, �e �d ' C��B' rep�e �'k� � , , . . ., . . .r . . � AP AATE VALVE 1 „{;,.{ ,, '•.�rl {�y, �� �� nO S �2,/ 0j , {..� o w . . PII'€Dd" RiQ1 ? OPPER ..i t . ,,• • �� » xx- '`° 1r`I r(Pa � , , � � "' MP � 9RA3S PLUQ : � _ . 2 TFT MA l , i _ : u,� M ��� ��,�0 'E��. c p{ tie s o � i ,:: .� -, T „ _ �- ,n ,�, , •�CO� RAC IL ill� ^' + - '` t II li f 1 2 R3 COPPER •» "x;' . rt '" M��iR61Q !COM AM ,�r �'�- ' � 01 �° `� � � � ' - '- . � SAM � TO TCF' OF .........,..,,... ... >: +r�� = :� Elr ' �` -;� ved `� • �1 / ({ 1 • •{'{ � t .... I � Il -..... I ' ---� �• �. R St A IAT 4 qtr' Eu. .r IIf • - . , � , -�+�»� �' ���P�-I�►A � 6'IMJ x MJ HOLDING SPOOL MAIN W/ MJx6 " FLG TEE ( SEE PLAN FOR MAIN SIZE ) '�` Ct?NCRETE TNRt1S7 BLOCK 4" x 8"x 16" C O N C R E . 8 L O C K � • 3 PIPE BEDDING AND PIPE ZONEITE3�:E STRAQD�..E BLOCK OETAl1L MATERIAL COMPACTED TO 95 % FO�t OP'TtgNAi. METHOD f 1I2 YDS OF 11/2 % 3/4" GRAIN ROCK • , , ;-� IIIIII t T ,NA �# 1>�1/ �`= �=' ASSEMBLY : STA NL? AR � 1 �" HYDRANT �-- , �', # ■ •l . 111 1 . . 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