|
, _ . _ __ . _._ _ �-
<br /> 0
<br /> , �
<br /> �d
<br /> MATCH TOP OF x
<br /> UPSTREAM CURB EL. �
<br /> WITH CB RIM �
<br /> � . .
<br /> „ w -
<br /> � SET TOP OF CURB 2" fi TMICK .
<br /> W LOWER THAN UPHILL SUBSTATION ROCK '
<br /> . SUBSTATION R�CK SIDE CURB
<br /> fi"x6." CEMENT CONCRETE
<br /> . -�-�.-�.. � -.»-=��--- SUBGRADE SUBSTATION ROCK 3'-�" � 4`--0" STATETST� A�fV ARD PLAN
<br /> COMPACTED o �cg�$�.'��'�Q`•��'��'-c`� ��`b� og� FINISHED GRADE QUARRY F-10.12-03 WITH
<br /> STRUCTURAL • o-• oa• o SPAL.LS EXPANSION AND
<br /> w FILL �y °b' ° -' CLEAN •� o _.,,-CSBC � CABLE TRENCH
<br /> •- � CRUS�ED G q,VE� S���j CONTRACTION JOINTS
<br /> �ISCHARGE PER STATE STANDARD
<br /> z l cn - = N _.-�„-�_' " '' Ce� o �c�i'�° o o a �o o� �' PLAN F--30.10-03. o
<br /> � / , w - o �� 3/4" WASHED ROCK - C�p 4?° ' �� a
<br /> � �,_._____-.
<br /> � a� Q 4 0 �o � a COMPACTED CSBC, ,�
<br /> i� � � --� I I �Op� °�� .-------PERF CPEP PTPE ° � �` 4C�p��4CJVC � 0 3 MIN THICK � �
<br /> p o WITH PERF4RA�'IONS o �'
<br /> NON-WOVEN + pOWN . . . . . �-•----CSBC �� �QQ�°�S?4 P C�� o p p TYP. o . -
<br /> GRAVEL BACKFILL FOR 80 � e�'� . . �/a" WASHED ROCK '
<br /> GEOTEX�'ILE �ABRiC.
<br /> .
<br /> � � � ._��. ..��, ..��. •. .. � CSTC '
<br /> PIPE ZONE BEDDING OVERLAP FULL � �,_Q„ SUBSTATION RQCK o : �,�. : �,�. : �.�. : �: �.. :
<br /> � a PIPE . TRENCH WIDTH _ - � MIN . . . , . . N�N-WOVEN 0
<br /> o � � � • � � • 3/� WASH�D ROCK GEOTEXTIL� FABRIC, ,
<br /> N SUBGRADE '� p �, a GEOTE�ILE FABRIC.
<br /> � � S E E N 4 T E 4 � ` � - c° M�N °�p 6" PER� PVC MIRA�'I 140N o � �RENC�WIDTH ,
<br /> ; Ja .s �p Q + PIPE WITH (2} �- d
<br /> � GEOTE�TILE �'ABRIC. � � PERFORA7IONS DOWN ( �O
<br /> � _ Z 3/4'" WASHED ROCK FULL = � � `r ''
<br /> .
<br /> OVERLAP _ . _ _ .. _ _ ._ .,_ . _. . .._.�..�__ _ _.._._.._...___..__,..�,.....�_..._.__.____...,._. _.__.___....��_______.___..�___�._.._.M...__...v.�_____�.._.,..._�._,..___....__ � .�_�____..._._
<br /> . . . _. _ _ _. . ._ _.__.______.__ �._ ... .,.__w_�_ _. _.._w __._�_m__._.�.._ �___.�__._. _ ._ _�__....�_�___ __._.__________.._�._�.___.�........__.�,�.��....__.._.__._ _.__....,._._._._......_..______,_________.____m..._w ..��_...__...
<br /> _ _ _ _ ..._ .___. ...__,�__._._.�...w_...�...____.___._,.K._.____._._.._.._._..�___._..... __ _. _.__..__..._._�.._..___...__..�__..___._._...___._.__.._._.__._.__._.._,....�..____�.._._.___.._.__,.,.r,..._.._.,,....._.�__.:..,.____ ..._..._..__.___..___.._._.y...__ ,� ____._...�_�__...��__
<br /> _.....�._ ...�..__..._._._�.w._.w._..�_M_.�._.._._._..m...__�__..�..__�__..__...._...._...__.�._. .....�. . .. NOTES
<br /> ---- ___..__..______�._�,._____.._�._.�.�..._ _ _ ,
<br /> � �� � TRENCH WIDTH AT � d- °
<br /> NOTES� 1• PROVIDE UNIFORM SUPPORT UNDER PIPE BARREL. �i +4 ^ SUBGRADE ELEVATION �- � -c-- Q
<br /> 2. HAND TAMP UNDER HAUNCHES. _ SEE NOTE 2 PERF CPEP PIPE WITH EXCAVATE BOTTOM OF � z
<br /> 1. PROViDE UNIFORM SUPPORT UNDER BARREL. _ PERFORATIONS D4WN TRENCH WITH SMOt3TH
<br /> 2. HANO TAMP UNDER HAlJNCHES. 3 95 M M�IMUM SDENSI�Y KHAND COMPACT W SHED�ROCK�ABOVE SPRING N NOTES� E D G E B U C K E T �
<br /> LINE ELEVATION. >
<br /> 3. BACKFILl.iNG AND COMPACTING OVER PIPE SHA1.L BE DONE � NON-WOVEN 4" PEF2F PVC PIP� 1. COMPACT WASFIED ROCK BELOW PIPE SPRING LiNE ELEVATION 70 � � �
<br /> IN SUGH A MANN�R THAT PIPE SNALL NOT BE SHIFTED 4. I� TH� TRENCH BOTTOM LIES IN EXISTING �'ILL, 4VER-EXCAVATE AND GEOTEXTiLE FABRIC, (TYPE CP} WFTH 2 95% MAXiMUM DENSITY. HAND C4MPACT WASHED ROCK ABOVE SPRING NOTES� j
<br /> OUT 0�' POSITI4N OR DAMAGED. RECOMPACT THE. TOP 12" OF MATERIAL. IF �'HE TRENCH BOTTOM LIES OVERLAP FULL PER�ORATIONS DOWN. LINE ELEVATION. cn Y
<br /> � - IN TILL. OR STRUCTURAI,. FILL. COMPACT .TOP 12" 0�' EXPOSED S�IL. TR�NCH WIDTH AT 1. TOP OF CURB ELEVATIOlVS SHALL NOT DEVIATE BY MORE .THAN �/8"-f- �ROM � �
<br /> 4. TRENCH WIDTH (W) = PIPE OD PLUS 24". SUBGRADE ELEVATION 2. IF THE TREEVCH BOTTOM LIES IN EXIS�'ING FILL, OVER-EXCAVAl'E ELEVATIONS PROVID�p IN DRAINAGE PROFILES.
<br /> 5. TRENCH WiDTH (W1 = PIPE OD PLUS 24". AND RECOMPACT THE TOP 12" OF MATERIAL. IF THE TRENCH BOTTOM � cn �
<br /> 5. GRAVEL BACK�'ILL FOR PIPE ZONE BEODING PER WSDOT LiES IN TILL OR STRUC7URAL �IL�, G4MPACT T4P 12" OF EXF'OSED 2, MATCN CURB EL�VATION 4N SHORT SIDES OF LEV£L SPREADER TO UPSTREAM � w
<br /> STANDARQ SPECIFICATION 9-03.12(33 6. SEE DRAINAGE PRO�ILES �'OR PIPES AND �LEVATIONS. SOIL. CURB ELEVATION.
<br /> . cfl
<br /> 3. TOP OF CURBS SHALL BE LEVEL. �
<br /> CONTROL BUI� DING �
<br /> TYPICA� S�LiD PIPE TYPICAL COLLECTION CA�LE TRENCH OVERSIZED � "' . � �
<br /> 0
<br />- - _ . STORM DRAIN SECTION A C�LLECTION TRENCH SECTION g TR� NCH SECTiON C UNDER ORAiN S� CTION D � EVEL SPREADER SECTION E � � �
<br /> �
<br /> ��2n = ��_�u � n � u 1
<br /> C11, �2, 13, 15, 16 �z = i -� C11, 12, 15 NTs C15 �z" = i'-o�� C14, �5 'i2�� - �'-o�� C13; 15 o z
<br /> �� �i �� �� � �
<br /> . � �.
<br /> . � . � �
<br /> , x �
<br /> �, � ,
<br /> �
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<br /> �
<br /> U
<br /> �
<br /> � �
<br /> H
<br /> �
<br /> . Z
<br /> WSQOT STANDARQ CAi'CH BASIN z �
<br /> V
<br /> � SNAP END CAP B-1�.20-01 TYPE 2 � � �
<br /> . PVC PIPE 1" ABOVE FINISHED GRADE, TYP � o � .
<br /> SUBST'ATION ROCK � .
<br /> , .,�//�,,���,f,� .`�.. • . • _ _ o �o �° STATION ROCK o �
<br /> � �
<br /> SUBGRADE •
<br /> � p p p�o0 op .�
<br /> o z � � o /�\\\1 / /. � 9 Q�o��Q O ♦ PN E DO S NOTR� � Q
<br /> i ,� ' - 45 ELBOW COMPACTED � a "��� �, '•; •.°. ':�.'.°. '•� Do SEE NOTE 2 GONTINUE � �
<br /> � � ��° PVC PIP� STRUCTURAL FILI � ��`-
<br /> � ,� • O _..._.__
<br /> '• o z°
<br /> �,'. SEE NOTE 4 3/�'� WASHED ROCK �
<br /> II- I- ;
<br /> �-��,: ._._�- ' ,� . ' O CPEP FITTING o � ,,
<br /> ' 45° WYE STORM DRAIN .�. • ENDS OF LEVEL -N - � CLEAN OUT �,`� `� ��.�
<br /> � PIPE . �.' � SPREADER PERF �,,.. C° � Q '��,�F w;��'l.�
<br /> NOTE� •' o PtP� .
<br /> ��� � o
<br /> .� o � x
<br /> . BU�LDING 1. PVC FITTINGS F4R CLEANOUTS TO BE OF SAME DIAM�TER '`� ��° P LAN � � x '
<br /> C O L t E C T I 4 N AS PERFORATED PIPE RUN. �'"~ _.�x _ �U B S T A T I O N R O C K C A B L E T R E N C H
<br /> ' . C8 TRENCH � S� FiNISHED GRADE SNAP END CAP a aa � '
<br /> ' � `�rs�r��
<br /> � g�� �� -N-,-� PERF � $sloxa� ��S
<br /> : I SUBSTATION ' ���
<br /> � �
<br /> � RocK TYPE 1 ��EAN �UT DETAIL 2 • �- "
<br /> � � � }f _ � �� SEE NOTE 3 �' o ,
<br /> � SUBGRADE /2 - 1 -0 x;��xx:.�3 _ �3 '.
<br /> � C�J .. o o �4 WASHED ROCK SNOHOMISH COUNTY
<br /> d � � • ' � D
<br /> �' •'• 4" PVC 22.5° BEND D
<br /> � 4" PERF PVC PIPE � ' •�' SEE NOTE 2 . � . •
<br /> ' , _ 4" PVC
<br /> , , . . . .
<br /> •' PUSlIC UTtLITY DISTRICT NO 1
<br /> � •' SEE N4TE 1 45° WYE�-�_' --�� . .
<br /> . + 4��x4" TEE \ �' ' ' . ' ' .
<br /> I SNAP END CAP ����\��� ° , ° ° ,°. :, •. :, '. ;. _ � `� ; 22.5° MINo
<br /> � ' 4" SOLID PVC PIPE � � " _ _ _ � WO 354046
<br /> , PVC PIPE SUBSTATION ROCK °c�� o � i� CSBC , 4" PVC PERF� _ �4ga El.BpW
<br /> 90° ELBOW � WiTH (2) �d- t�-`._ � " TA5K
<br /> WATERTIGHT PVG � SUBGRADE �_ �� PERFORATIONS " �/4 WASHED ROCK
<br /> 1 0 ;, LEVEL SPREADER DOWN 6 SCAL.E AS NOTED
<br /> 2"' PIPE ADAPTER, TYP _ q o• ��----- - � NON-W�VEN
<br /> o z o o �'YP CSTC BEDDFNG
<br /> GEOTEX7ILE FABRIC,
<br /> � ~ NOTES' � 6" O V E R L A P F U L L D�'TR DMD
<br /> CSBC �-- � � � . 45�. ELB4W • . _
<br /> TRENCH WIDTH AT
<br /> � 1. AT LEVEL SPREADER TRENCH BOTTOM, C�MPACT WITN HOEPACK TO 90% MAXIMUM DRY M = 3" FOR PEDESTRIAN TRENCH TOP OF .TRENCH CHKR LQS
<br /> U � �' PVC PIPE DENSITY. � 12" FOR TRAFFIC 7RENCH
<br /> _ Y
<br /> � �� � ��I j � 2. NON-WOVEN GE4TEXTILE FABRIC. OVER�AP FUL�. TRENCH WIDTH AT TOP. ����� ENGR GJM/JWC
<br /> 6 45° ELBOW � PROVIDE 6"x4" REDUCER AT WYE F�R 6" UNDE
<br /> MIN 3. GRAVEL BACKFiLL F'OR PIPE ZONE BEDDING PER WSO4T STANDARO SPECIFICATION �.. �� � ��� ��
<br /> , 9-03.12(3). s� E�va���� � �A�f APVD 1v--1��
<br /> ' . NOTE� 4. PROVIDE AT LEAST 6" OF ADJUSTMENT SECTIONS. SECTI�N F�"F � �
<br /> C 0 N T R a� B U i L D I N G 1. PVC FITTINGS �'OR CLEANOUTS TO B� OF SAME DIAMETER � E�osaow P�$r�C yydR� DATE �6 �2d� 1� � � .
<br /> T T R E N C H AS PER�ORATED PIPE RUN. n��.�Rra���- � .
<br /> C�� LEC ION
<br /> wA�� o
<br /> ,
<br /> CO�INECTION AT
<br /> CA�LE TRENCH UNDERQR: � �B�` �°R,� pE� u ' "
<br /> REQUIRED VRSOR TO STRR7SPdr p
<br /> €q ANY C6NSTRUCTd9A! OW TN3� �
<br /> � CATCH BASIN DETAIL 1 TYPE 2 CLEAN OUT DETA� L 3 �EVEL SPREADER CATCH �3ASIN DETAIL 4 & CLEAN OUT DETAIL pR����. ��oY� fnRYH15 gEVER�Y PARK �
<br /> PRt)�ECf IS COP�iDITIONAI PER �
<br /> Cl1RRENT GIIY�� s�§,�� S U�S T AT I 0 N E
<br /> �/z" = 1`-0" �/z„ _ ��_0�� NTS NTS ��PrREs����ss %
<br /> C 15 C 15 C 13, 15 �1'1.��. 14, 15 pEaMiT FO�CAtdST�UCP30M f�AAS � �
<br /> � GRADING & DRAINAGE
<br /> � �r/ cxTY ENG1� R s�=.w sssue�. � i
<br /> DETAILS SHEET 1 � �
<br /> �
<br /> - ��
<br /> y n.
<br /> �E N
<br /> . r�
<br /> o�n
<br /> . �. � � . . � � yN . .
<br /> � 12 fi 0 1 2 3 ;'�
<br /> REV DRAWING o� ,
<br /> '� �/z'� = 1'_�" SCAt..E IN FEET "�
<br /> o s-�oA-c22 �
<br /> �� .
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