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9911 23RD AVE SE 2017 Plans 2022-11-07
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9911 23RD AVE SE 2017 Plans 2022-11-07
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Last modified
11/7/2022 11:11:36 AM
Creation date
10/12/2020 9:10:57 AM
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Template:
Address Document
Street Name
23RD AVE SE
Street Number
9911
Permit
B1703-043
Year
2017
Notes
BOOSTER STATION REMODEL
Address Document Type
Plans
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SYMBOLLEGEND � <br /> ABBREVIATIONS EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION � <br /> . . AVE AVENUE <br /> AC ASBESTOS CEMENT PIPE "�"�"�"� ASPHALT PAVEMENT ��/ <br /> ; ADJ ADJUST �:`� TREE (CONIFER) <br /> ALT ALTERNATE �� <br /> �� i � ALUM ALUMINUM � �) rl N <br /> GRAVEL SURFAqNG �.,.� TREE (DECIDUOUS) � <br /> � ANSI AMERICAN NATIONAL STANDARDS INSTITUTE C� W <br /> AP ANGLE POINT �^�, � <br /> �y w <br /> � � ASPH ASPHALT � CONCRETE SURFACING `� SHRUBS I O � � <br /> � - ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS /� <br /> ASSY ASSEMBLY ��"� BRUSHLINE ��� ^ w � <br /> � BP BUND FLANGE — — — — RIGHT-OF-WAY LINE : i (�j U, � � <br /> B�DG BUILOING CENTERLINE OF RIGHT-OF-WAY �-����\��,� TREE DRIPLINE �� :I Z � <br /> BLK BLOCK rr� O � <br /> 80 BLOW OFF CENTERLINE Of EASEMENT i`r�i7, i� oi � <br /> _. BVCE BEGIN VERTICA� CURVE E�EVATION — � - - - �',�J BUILDINGS -� z <br /> . BVCS BEGIN VERTICAL CURVE STATION _ _ _ _ PROPERN LINE � �U � <br /> � CTR CENTER <br /> CAP CORRUGATED ALUMINUM PIPE �� ROCK WALL . . <br /> � .� CB CATCH BASIN - - - �� - - ' CONTOUR LINE � MONUMENT � � . <br />� ' . , CI CAST IRON p ANGLE POINT / CONTROL POINT �r ' � � <br /> CENTER LINE -- E— — E ELECTRICAL : ^ <br /> CLR CLEARANCE � ' <br /> � CMP CORRUGATED METAL PIPE �— — 5— SEWER LINE (SIZE AS NOTED) . ., <br /> � CO CLEANOUT � � <br /> CONC CONCRETE T— BURIED TELEPHONE . <br /> C CONDUIT n p � ; o <br /> • CONN CONNECTION 'N— WATER MAM (SIZE AS NOTED) a F � � m . <br /> . . CONTR CONTRACTOR C — CHLORME INJECTION LINE ' � � ' � <br /> ' CONT CONTINUOUS <br /> CPEP CORRUGATED POLYETHYLENE PIPE yyp — WATER QUALITY SAMPLE LINE � <br /> CPLG WUPLING � J 3 B � <br /> . -��., CY CU81C VARD D — D — STORM DRAIN (SIZE AS NOTEO) Q r� i <br /> � ;��,�i; CONT CONTINUED � ¢ � W � . � <br /> CL CLASS . . .��. . .,.�. o �n o 0 <br /> DITCH <br /> � CF CUBIC FEE7 0 . <br />� CFS CUBIC FEET PER SECOND �— D —� CUIVERT (SIZE & TYPE AS NOTED) a . <br /> CP CONTROL POINT < � - <br /> , �C DEGREE OF CURVATURE =R--�--� — x — FENCE (T'PE AS NOTED) w � <br /> DI DUCTILE IRON Q � . <br /> , DIA DIAMETER � � � �'- FENCE (WITH GATE) � � <br /> - DOT DEPARTMENT OF TRANSPORiATION <br /> . , DIM DIMENSION � PAD MOUNTED TRANSFORMER " <br /> DWGS DRAWING(5) ❑ � � � � <br /> D DRAW <br />- � EOP EDGE OF PAVEMENT Q MANHOLE W � <br /> E EAST N <br /> z <br /> EA EACH F � - . ' <br /> � <br /> � � � EL ELEVATION � TYPE 1 CATCH BASW � � � <br /> � � ELEC ELECTRICAL � � � <br /> , EVCE END VERTICAL CURVE ELEVA110N �� POLE W1TH GUY WIRE Wa � - <br /> � EVCS END VERTICAL CURVE STATION <br /> - - EXIST E%ISTING <br /> . FIG FIGURE _o- POWER / iELEPHONE / GUY POLE � <br /> FIN FINISHED � <br /> FL FLANGE <br /> . GA GAUGE �� LUMINAIRE � : <br /> ' GALV GALVANIZED <br /> � � GI GALVANIZED IRON YC YARD LIGHT � <br /> ' GV GATE VALVE � <br /> � . . � ID INSIDE DIAMETER (� - . <br /> � <br /> � � J IE INVERT ELEVATION � � <br /> INV INVERT H � <br /> - . � 3 IN INCH � <br /> . z J-BOX JUNCTION BOX � <br /> . � r L LENGTH w � � <br /> . . � LB POUND ��� � � <br /> v <br /> � LF LINEAR FEET ry t �p�' . . <br /> a MAX MA%IMUM l p ' � <br /> m MFR MANUFACTURER {$ N §� o � ' ' <br /> � MH MANHOLE �� y <br /> ^ MIN MINIMUM ,�°'<e 44.`' <br /> .. MJ MECHANICAL JOINT p4� � ' <br /> � MISC MISCELLANEOUS <br /> . ,' .II, m N NORTH _ . . <br /> � NO Nl1M8ER <br /> ' ��n "' NTS NOT TO SCALE � <br /> . OC ON CENiER - <br /> . o OD OUTSIDE DIAMETER � <br /> - , a PI POINT OF INTERSECTION <br /> ' w PP POWER POLE � <br /> � PVI POINT OF VERTICAL INTERSECTION <br />. - , _ � PE PLAIN END ' � ' .. <br /> "� PERF PERFORATED y � ' <br /> � c� PVC POLWINYI. CHLORIDE � W � <br /> � PVMT PAVEMENT o H a . . <br /> � , " PVT POINT OF VER7ICAL TANGENT � F' i W W - � <br /> . N PC POINT OF CURVATURE i � ' ' <br /> - i PT POINT OF TANGENCY W U m W 7 - <br /> � � QN �UANTITY F � � � O <br /> � � � RET RETAINING Q F 3 O Z ��� <br /> RR RAILROAD � y � a ' <br /> o R RADIUS a � - <br /> RED REDUCER � <br /> LLJ � � 2 <br /> � Y Q.' M ° <br /> �. REINF REINFORCE O Q <br /> � v REQD REQUIRED J W i Z � . <br /> � v R/W RIGHT-OF-WAY � � w <br /> � � ' �� � 5� souTH W N � � m <br /> � .� .II E SCH SCHEDULE � � i j Q � � <br /> M SF SOUARE FEET J Z � p_' N <br />. �� SHT SHEET W � : <br /> ' z SPECS SPECIFICATIONS - <br /> � 50 SQUARE y a o � m - <br /> - SS STAINLESS STEEL � � � <br /> �. � STA STATION y . � � <br />. � . . - � " STD STANDARD <br /> � STL S7EEL <br /> � I TC TOP OF CURB �. <br /> � ' TEL TELEPHONE �� <br /> � , � THRU THROUGH SHEEf: � G-Z . . ' <br /> � TYP TYPICAL � �• <br /> ; o VERT `�ERTICAI 0�" OF: G ' - <br /> . 3 W WEST I�O� . <br /> . , . % W/0 `M HOUT TWO INCHES AT FULL SCALE. JOB N0.: 16439 � <br /> � � � IF NOT, SCALE ACCORDINGLY DWG G-2 LEGEND � . <br />
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