3505 UPLAND AVE 2016 Utility Plans 2022-10-27

��i��. �i, . � CALL 48 HOURS °° BEFORE YOU DIG 8� 1 N 4- T o�N N S � ' P � � N �/� N G E �- E �� . M . S � CTI o 3 , , , Z . o � . � a � . U � W 0 OVERFLOW EL= 190.5� NOTES: SS BOLTS WI'fH . LOCKING NUTS LOCKING UD PER LIFT GATE SHALL BE CONSTRUCTED L11 StD DWG 405 OR 607 � �� GROUT N��.�: OF: 1/4" R-6061—T6 ALUM. 8" OR 12' Q AS APPLICABLE 9 O ASTML�056 C67L CH M CAL E PER (FOR SIZE SEE 0 LOCKING LID PER GROUT 1 INSTALL CB TOP, FRAME, GRATE AND STD DWG SECTIONS SO THAT LIFf GATE IS VISIBLE RESISTANT (OIL dc GRFASE), 4 1 2 B � a a a a a a a STD DWG 4Q5 OR 607 F I N I S H E D G R A D E A N D T f P E TF{ROUGH OPENING AND STEPS CLEAR OZONE RE5ISTANT, 67' TO +250' � I � AS APPl1CABLE SEE PLANS AND SPECIFICATIONS INLET AND RESTRICTOR UNIT. F SERVICE TEMP. �..w.��.__-___ �.� ._,.�,�.._... ., � _-�; � _� .:.r..:vT,...,�»�--�,,:__�„ �-- _ . "-'"�"` -`=— - - 2O INSTALL LOCKING FRAME dc GRATE OR LID ORIFICE INVERT EL=�,. �90.53 (AB) •� � '`y+ PER STD DWG 405 OR 607. FRAME AND �3-4�8- � ` '� � NORMAL WATER AlR VENT � A UD PER STD DWG 607 IS REQUIRED IF ' ORIFICE DIA=�� tF" (AB) F. ..�ti,(� � �� PER PLA,NS � INSTALLATION IS NOT IN PAVED AREA OR ��' IS NOT TO FUNCTION AS A CB. a Gj��10;�•••• •• '�j � .o, o :i.'' ��: — O3 OVERFLOW ELEVA?lON PER PLANS. I g :3 � � �: � ALL 1/4' R-6061-T6 ALUM, 190.03 (AB) '� �}I� � ��;� � $ O4 RESTRICTOR ASSEMBLY SEE STD DWG ORIFICE INVERT EL=_�9' y ;�1b � a-`: � . � 36 DIA 2�M� � 6 4128 & 412C. • ORIFICE ��A=�--�__�.2 1/4M �AB� 0' �:S, �:�''�`�j _ Ll�f GATE DEl"AIL � ' ••••�� �' w� O STEPS PER STD DWG 6Q6. " �� `�O r 1'�:' � 24 MIN „0.00 / FT o �� '�� 6 MIN CLEARANCE: � � 36"FOR OUTLETS OF 24" AND LARGER 18" SS CHAIN ALUM LIFT GATE SEE FOR OUTLETS OF 18" AND SMALLER LIFT GATE AND PIPE STD DWG 412C. � � 400LBS � S�ZED PER STD 412B � 2'MAX 36" DIA � �6 MAINTENANCE CLEAR ZONE: ( ) � � >> THIS AREA IS REQUIRED FOR CLEANING Z AND WILL BE FREE OF OBS�RUCTfONS m � 2 � � FROM GA'(E TO TOP OF STRUCTURE. . . tp U a DEiENTION PIPE /YAULT TYpE 2-54' CATCH BPSW OUTLET SIZE � (DIA dc LENGTH PER PLANS) W� 2' MIN CATCH PER DIM �g° AND SMALLER 24" AND LARGER G Q RESTRICTOR INSTALLATION STD DWG 404 A 18" 36" ° Z Cn PER 5TD DY1G'S 412A, 412B B 18" 24" — v AND 412C � 3 INVERT D' � � ELEVATIQN ,o �7 54" TlPE 2 CB OR LARGER. NEOPRENE GASKEr � Q s WELD GP;fE ASSEMBLY LL � �8 BAND STRAP WITH GASKEf. TO CAP � � 12" MIN COMPAC7 IN S" 4 �-' SZE AND TYPE OFEPIPE ENTERINGR LIFI' GATE ASSEM�LY �, � � � NOTES. - INVERT ELEV PER PLANS 6 COVER �LIFTS 70 90x �2 � AND EXITING CB, � W 1. DETENTiON STRUCTURE SHALL BE FABRICATED FROM ONE 0.10' MAX OF THE FOU.OWING: MAX DENSITY. 10 SECURE RESTRICTOR TO CB WITH 8 GA A. STEEL PIPE. 14 GAGE MI � \�\`��j j�\ 24�� 9 WALLANDMRES'RCTOR WITH STAINLESS Z m � TRFATMENT �1. N IN A C(TY MNNTAINED z �� /� ��\ � oE E ANC�H BR LB�WL�. ONE STRAP STANDPIPE WALL � � r^ , Q � / \j�� AB Y AN E T ET REQUIRED, NOTES. . vJ � ? / �� 8 INTERMEDIATE STRAPS REQUIRED FOR Q ��ORRUGATED ALUMINUM I'IPE 12 GAGE MIN. � o /�� `� — — RESTRICT�R RISERS GREATER THAN 12' 1 RES7RICTOR UNIT SHACL BE CONSTRUCTED N `r/ � ABOVE OUTLET. ELBOW STUB �AIELDED OF CORRUGATED ALUMINUM PIPE (CAP) C. HIGH DENSIT( POLYEfHYLENE PIPE, w w � �� . TO STANDPIPE / ALCLAD 3004—H3�F, AASHTO M 197-82 �� /� d' ? 11 80LT OR WELD CNAIN TO FRAME. D. STRUCTURAL CONCREfE VAULTS DESIGNED BY LICENSED � � � �j� 9 6 N � (1986} OR EQUAL. — — ENG � �� \ 12 INVERT ELEVATION: SEE PLANS AND (NVERT ELEV PER PLANS 2. ANNUAL INSPECTIONS AND CLEANING REQUIRED BY OWNER ��\�\\ / o � SPECIFICATIONS. ORIFICE PLATE WELDED 2 EACH QRIFICE TO BE SIZED TO RELEASE TO ENSURE PROPER OPERA710N OF DETEN110N SYS7EM. Z d- 25� OF ALLOWABLE Q UNDER MAXIMUM � � �p N � TO STUB. ORIFICE 3, W = MAXIMUM WIDTH OF 7'f�ENCH FOR PIPE/VAULT PER w �� MACHINE-CUT s AND MFR INSTA1A710N INSTRUCT1oNS. DElEN71 N PIPE H�D� PRIMARY ORIFICE Q � M � W� � D 1 A P E R P L A N S ORIFICE DIA= 15 16" � N ap p� 4. COMPAC7 IN 8' uFfS TO 809G MAX DENSfTY. SECTION A�A E�1/�l1ON BAND ElBOW TO STUB � D E S C R I P T 1 0 N ��E w a M N A OUTLET 18" AND SMALLER 24' AND LARGER 0_ A L L P A R T S T O B E R-6 0 6 1-T 6 A L U M B C L E A N O U T 6" I D 1 0" I D o � �j �j C GATE SIZE 8" OPENING 12" OPENING � H N N SECONDARY ORIFICE DEfAIL o ANGLE 4z'f 34•t W w � � � � CITY OF EVERETT - TYPICAL CLOSED 12-c�--2o10 �CITY OF EVERE'TT �PICAL RESTRICTOR 12o�e201� CiTY OF EVERE7'7° LIFT GATE AS�EM�LY AN 12-�-��o CITI� O�' EVERETT 12'��2Q�a � W �uB�sc woR Ks U N D E R G R O U N D �E T E N'I'I O N �ate: P U B L I C W A R K S T Y P I C A L R E S T R I C T O R Date: N � E� 4 1 6 �E E� INSTALLATION 4 1 2 A PU�LIC W�RKS S E C O N D A R Y O R I F I C E D a t e: �(��6 1 C W O R K� A�S E M B L Y 4 1 2 Q � D E P A I t T M E A I T S Y� r E M D E P A R T M E N T E F 7 T D E P A R T M E I V T D E T�I L 4 1 2 C E E'''" D�P A R T M E N T OE Std O��vp: OE Std Dw : OE Std Dw : OE Std Dw : ti � Z � � � W � � W Z o � � �� This �zcord Drawing has been prepared, in part, based � on "As-8uilt" information provid�d by others.Though the as-built information and this drawing are based on the hest ail bEe information, no resumption should k�e ma � r ardi g the dr • ' 's ccuracy. ��.,.. ��-�"� l ;ign�d y Dat� � �+�f��i � �(�.(:�� Permii Inspec�or � � � � �ri��t Name �T' i� �/, � � _ VJ � O � � � � U � C M W J � r Z d- fn � o W � � ~ � o U � AS—BUILT NOTE; J � }; u� � W N � � THE AS—BUILT INFORMATION SHOWN � o � O � Q WAS PROVIDED BY THE ALPHA � � � � SUBDIVISION PROFESSIONALS, INC. p � OMEGA ENGINEERING HAS PREPARED ^ � � AND STAMPED THIS DRAWING BASED C!1 O c� ON THAT INFORMATION. a I�LAN APPR O VED EVERETT PROJ.NO. DSN.BY: PUBLIC SERVICES DATE �4-0108 �RC PUBLIC WORKS DATc: 11/23/15 UTILITIES DRAINAGE DEPARTMENT SCALE: A PUBLIC WORKS PERMIT IS REQUIRED PRIOR TO NTS STARTING ANY CONSTRUCTION ON THIS PROJECT. APPROVAL FOR THIS PROJECT ��+`�"J9NG NO. CITY ENGINEER IS CONDITIONAL PER CURRENT STANDAROS 6 6 AND EXPIRES UNLESS PERMIT FOR CONSTRUCTION HAS BEEN ISSUED. ��