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HomeMy WebLinkAboutzT-3133SetI 2 en PaE LOC47M Ail en x x 1 $ ' Z 30j, x "] --713 p1 2 - 08 T.H. W. Cell. Q XI W 4 °a 2 - #8 T.H. W. CU. x �c C C!? C CL :n O NOTZ J z -v a If • 0 0 W 2 C9 C W �2 O'K i .z s N - A m Os I 3 'n i a iii` .4., c FOUND BRASS DISK W /PUNCH IN CASE INTERSECTION OF TALBOT ROAD S & S 23rd ST (3/03) v 'Q O a I h g h 2 h O � a PaE LOC47M Ail ARV LDWTH UNWARE x x 1 $ ' Z 30j, x "] --713 p1 2 - 08 T.H. W. Cell. Q XI W 4 °a 2 - #8 T.H. W. CU. x �c • 0 0 W 2 C9 C W �2 O'K i .z s N - A m Os I 3 'n i a iii` .4., c FOUND BRASS DISK W /PUNCH IN CASE INTERSECTION OF TALBOT ROAD S & S 23rd ST (3/03) v 'Q O a I h g h 2 h O � a PaE LOC47M Ail ARV LDWTH UNWARE J 1 ' Z 30j, Q. "] --713 p1 2 - 08 T.H. W. Cell. Q 2" PVC - SCH. 40 1 - AW GROUND 2 - #8 T.H. W. CU. W 0 CL � w= T(/� O — 0 • 0 0 W 2 C9 C W �2 O'K i .z s N - A m Os I 3 'n i a iii` .4., c FOUND BRASS DISK W /PUNCH IN CASE INTERSECTION OF TALBOT ROAD S & S 23rd ST (3/03) v 'Q O a I h g h 2 h O � a W Q O Ln 0 u., 4,.5; �- 1 12,126 ft. �u M .. ba.00' 3 57.61' • q- 57. -� � � " _ - S 88 31 26 E _ ._ � .. 50 � - Z `..� -�► " 0.23 arcs " .� s Ss 3126 E S 8908 45� E� ,. LEGEND 89► 08 45 E _ . ■ CB TYPE 1 :' ' "- __- -- - --- - -, r - -- - - - - - _ c� ___ © STMH (TYPE 11 �..:. � �„ ,, "mot • � - . � " " � � . Of a " I I " 120' JOINT USE " SANITARY SEWER MH : Li 't � � " " - "- "DRIVEWAY FOR THE—o- -00 " " _ a "BENEFITS OF LOTS 12A & 3A =- PROPOSED SEWER MH loo 4A i • c/ I i 1A 10 TO BE DEDICATED � _ � ----- � _ " Icv °�° ° = -:.; =•W WATER VA f " " N" rrn E VALVE TO THE PUBLIC FOR + Kph 4,675 sq. ft. ROAD = -; ,�'` , " a 0.11 acres " °" 4,613 sq. ft. " " 5,256. sq. ft. 5,205. sq. ft. " WATER METER /SERVICE • I " ul 0.11 acres I t 0.12 acres 0.11 acres + Y FIRE HYDRANT -' L - - - - - - - - - L ---- - - - - -i L L--- - - - - -- - _- _- - - - --� -=''- UTILITY POLE GUY VNI R E I , J 177 1\ 57 2 .55 49.6A' 50.42 50. ^ _� 57.52' l A� 14, _ - -- >� 89 5�6 56 .. E - w --� 65.061 -_ �� -- -- --------- - - - - -- -_ ��5.�0 s9 gob iy - d- -- -- - -- - - -- ----- - - - - -- -- - - T- - - - - -- - - - - - - - - - - .-- w 58.27' MEAS) � SOUTH 23rd STREET 58.34 _PLAT 185 � +00 - -� - �616�. 6 5 (MEA 616.67 (�P AT 18 -30 �` 4+ S 89'56156" E - 1174.99' (MEAS) (BASIS OF BEARING) "TAQ�(ACCESS) w - �� w s r — _ i =3 +47.59 S 23RD ST'S iY S4! fl;' y�' r•-- i4' - i'r W W' I�! >!4' W W ►4' - -P '► W i+b` W i3+ W %1' W W EX :7�97E FOUND BRASS DISK W /PUNCH IN CASE (03/03) CONSTRUCTION NOTES r. AU MW MULL W N AcnaWAAM KW TAE am or mvm srA#aW s1rNxAnays AAD RANS 2 W LA A MW aF &A ANES SWW AW AFFRa U IE AW MULL BE WWW N AE REED SY IM C&MCM AS AEiEiW.. J MULL ALL SINET LGYWC MAMW S 9m av TIE RAMS EaL;EPT AS A101M ALL AUISI&S 9NU BE' IEV AAD 0!'W BEST AWASLE MW OR aWTY, EM,ERT AS MOIEA 4. AE CaVIRACIM MULL S M)r A mnmr v w aTY w wvm FW YA TE R&S APFINDM AT AE EARmr PEE AA IE A ALL MW MULL w G STANT ffW UN KITY AQWY INMi/NaUM 11E aavlRWW MUU COKACT ML AERIAI W UR/il' AQ%M faPTY Oalr (48) MOtm BRIE cmexw ow Aw MULL ca imiE w mw wil w uwnEs w" four w l r. 6` RE COWACM SMU BE AMPMW fW ANY "%W w UWN Law mY Aw 11E arr ar AQI m mamIii Y UAav mu#zE r AE ca vm4ov Sm Nowy w alY or m m m aayswucwav 012*VW MVMM A 277- -MM fav iNMD M RMs 109M -AM (24) NOM KFUN CMG MW AV OW MULL BE GI WW UM R HAS BEEN U400 6Y ME ON6NIM LEGEND ® ,iuw" wx ALUANNUN DANT STYLE LIGHT STANDARD NO TES: 2l. INSTALL ALUMINUM DANT STYLE LIGHT STANDARD W/ 100 WATT HP SODIUM VAPORIWNINAIRE & LAMP 30' MOUNTING HEIGHT LUM/NAIRE TO BE A125OA2, MC Ill DISTRIBUTION FLAT LENS W/ CU70FF OPTICS. INS TALL AL T. 'B" dUNCflON BOX. NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 -- .424 -, -5555 Z 1 rite - ti -ii n 0 ♦ .. �{jt�W � kf"MCClR11i.7�tbtirriaR �'�S.'n`.0 •. a. 1�6' y�gai'e.',.". ''y- _.`.�i.F�'"�..._...._.._.�. __ . . !r LUM /NAIRF SCHFDULF CONTACTOR CABINET IDI 0042. PaE LQJ PaE LOC47M Ail ARV LDWTH UNWARE Gl. POLE V I 1 ' Z 30j, 8' 150 "] --713 p1 2 - 08 T.H. W. Cell. Q W Q O Ln 0 u., 4,.5; �- 1 12,126 ft. �u M .. ba.00' 3 57.61' • q- 57. -� � � " _ - S 88 31 26 E _ ._ � .. 50 � - Z `..� -�► " 0.23 arcs " .� s Ss 3126 E S 8908 45� E� ,. LEGEND 89► 08 45 E _ . ■ CB TYPE 1 :' ' "- __- -- - --- - -, r - -- - - - - - _ c� ___ © STMH (TYPE 11 �..:. � �„ ,, "mot • � - . � " " � � . Of a " I I " 120' JOINT USE " SANITARY SEWER MH : Li 't � � " " - "- "DRIVEWAY FOR THE—o- -00 " " _ a "BENEFITS OF LOTS 12A & 3A =- PROPOSED SEWER MH loo 4A i • c/ I i 1A 10 TO BE DEDICATED � _ � ----- � _ " Icv °�° ° = -:.; =•W WATER VA f " " N" rrn E VALVE TO THE PUBLIC FOR + Kph 4,675 sq. ft. ROAD = -; ,�'` , " a 0.11 acres " °" 4,613 sq. ft. " " 5,256. sq. ft. 5,205. sq. ft. " WATER METER /SERVICE • I " ul 0.11 acres I t 0.12 acres 0.11 acres + Y FIRE HYDRANT -' L - - - - - - - - - L ---- - - - - -i L L--- - - - - -- - _- _- - - - --� -=''- UTILITY POLE GUY VNI R E I , J 177 1\ 57 2 .55 49.6A' 50.42 50. ^ _� 57.52' l A� 14, _ - -- >� 89 5�6 56 .. E - w --� 65.061 -_ �� -- -- --------- - - - - -- -_ ��5.�0 s9 gob iy - d- -- -- - -- - - -- ----- - - - - -- -- - - T- - - - - -- - - - - - - - - - - .-- w 58.27' MEAS) � SOUTH 23rd STREET 58.34 _PLAT 185 � +00 - -� - �616�. 6 5 (MEA 616.67 (�P AT 18 -30 �` 4+ S 89'56156" E - 1174.99' (MEAS) (BASIS OF BEARING) "TAQ�(ACCESS) w - �� w s r — _ i =3 +47.59 S 23RD ST'S iY S4! fl;' y�' r•-- i4' - i'r W W' I�! >!4' W W ►4' - -P '► W i+b` W i3+ W %1' W W EX :7�97E FOUND BRASS DISK W /PUNCH IN CASE (03/03) CONSTRUCTION NOTES r. AU MW MULL W N AcnaWAAM KW TAE am or mvm srA#aW s1rNxAnays AAD RANS 2 W LA A MW aF &A ANES SWW AW AFFRa U IE AW MULL BE WWW N AE REED SY IM C&MCM AS AEiEiW.. J MULL ALL SINET LGYWC MAMW S 9m av TIE RAMS EaL;EPT AS A101M ALL AUISI&S 9NU BE' IEV AAD 0!'W BEST AWASLE MW OR aWTY, EM,ERT AS MOIEA 4. AE CaVIRACIM MULL S M)r A mnmr v w aTY w wvm FW YA TE R&S APFINDM AT AE EARmr PEE AA IE A ALL MW MULL w G STANT ffW UN KITY AQWY INMi/NaUM 11E aavlRWW MUU COKACT ML AERIAI W UR/il' AQ%M faPTY Oalr (48) MOtm BRIE cmexw ow Aw MULL ca imiE w mw wil w uwnEs w" four w l r. 6` RE COWACM SMU BE AMPMW fW ANY "%W w UWN Law mY Aw 11E arr ar AQI m mamIii Y UAav mu#zE r AE ca vm4ov Sm Nowy w alY or m m m aayswucwav 012*VW MVMM A 277- -MM fav iNMD M RMs 109M -AM (24) NOM KFUN CMG MW AV OW MULL BE GI WW UM R HAS BEEN U400 6Y ME ON6NIM LEGEND ® ,iuw" wx ALUANNUN DANT STYLE LIGHT STANDARD NO TES: 2l. INSTALL ALUMINUM DANT STYLE LIGHT STANDARD W/ 100 WATT HP SODIUM VAPORIWNINAIRE & LAMP 30' MOUNTING HEIGHT LUM/NAIRE TO BE A125OA2, MC Ill DISTRIBUTION FLAT LENS W/ CU70FF OPTICS. INS TALL AL T. 'B" dUNCflON BOX. NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 -- .424 -, -5555 Z 1 rite - ti -ii n 0 ♦ .. �{jt�W � kf"MCClR11i.7�tbtirriaR �'�S.'n`.0 •. a. 1�6' y�gai'e.',.". ''y- _.`.�i.F�'"�..._...._.._.�. __ . . !r LUM /NAIRF SCHFDULF CONTACTOR CABINET IDI 0042. PaE LQJ PaE LOC47M Ail ARV LDWTH UNWARE Gl. POLE V I 1 TA 2 +8740 - 22.5'R S 23RD ST 30j, 8' 150 "] --713 p1 CONDUIT do WIRING SCHEDULE Na N% SCHOUX Q 2" PVC - SCH. 80 1 - 18 GROUND BY DATE 2 - 08 T.H. W. Cell. Q 2" PVC - SCH. 40 1 - AW GROUND 2 - #8 T.H. W. CU. CAUTION: CONTRACTOR SHALL BE AWARE OF EXISTING 16 -INCH HIGH PRESSURE GAS LINE (WITHIN 1 FOOT OF PROPOSED CURB) WHEN WORKING ON THIS SHORT PLAT IMPROVEMENTS. CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT AND COORDINATE HIS WORK WITH PUGET SOUND ENERGY (PSE) TO AVOID DAMAIGE TO THEIR UNDERGROUND FACILITIES. FR x .,. •x. •tc_ •'_:... a. 0....1uat...u:i_...1- ._....... i i SE CORNER SEC 19- 23N -5E CIT7 OF T 30-- FOUND CON C. MON. W /COPPER TACK IN CASE (03/03) T- 3/3301 RECOMMENDED FOR APPROVAL BY DATE B DATE BY DATE BY DATE BY DATE r EXPIRES 6 '22,/ 05 XXX- XXX -XXX 79803 SCANNED NOV • 7 2003 ,f t �e a C Lj = O #8 FARE COPPER W � U GROUND WIRE � z _-j W WO Y � U 2- (SIZED AS REQ'D) LIGHTING SYSTEM Q WIRES TO CONTACTOR CL BOX TYPE r Ov O° O ° pOOv O o 22" 22 '!'11111110 x oil w b, 4 D ? D FUSE KITS I x }j c ~- Z I OUICK DISCONNECT 1 Lid Length Irmor c 26 1/2 F `= ' z< 10 AMP IN LINE FUSE 13" < G i0--' C.0 r_ KITS - S.E.C. OR EOJAL C= lid & Frame Depth W 5/16" co of J CONSTRUCTION OF PAD 1 1/2" X K�Wire L a C Lj = O #8 FARE COPPER W � U GROUND WIRE � z _-j W WO Y � U 2- (SIZED AS REQ'D) LIGHTING SYSTEM Q WIRES TO CONTACTOR CL BOX TYPE r Ov O° O ° pOOv O o 22" 22 s x oil w b, 4 D ? D FUSE KITS I x }j c 13" Z I OUICK DISCONNECT 1 Lid Length 18" c 26 1/2 F I Lid Width 10 AMP IN LINE FUSE 13" x G Box Depth o 12" KITS - S.E.C. OR EOJAL H lid & Frame Depth W 5/16" co of J CONSTRUCTION OF PAD 1 1/2" X K�Wire L Reinforcement 1 Le end I W -3 See Detail TYPICAL DESIGN B " x JUNCTION BOX INDIVIDUAL J BOX GROUND LUG , SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU �,,, J WIRE RUNS 2" MIN. GROUT UNDER POLE BASE a CONCRETE AD a C Lj = O #8 FARE COPPER W � U GROUND WIRE � z _-j W WO Y � U 2- (SIZED AS REQ'D) LIGHTING SYSTEM Q WIRES TO CONTACTOR CL 5/8 "x8' r COPPER-CLAD D � 1011- GROUND ROD to ' 1 TO LUIMINAIRE 1/4" (MINIMUM DRAIN HOLD 5" f7— i - IIIIIIII— IIIIVIII II II — GROUND 'I I II CL AMP II II -TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. JIIIL IIII° =aif= 1111 - IIII PVC CONDUIT SYSTEM CONCRETE FOUNDATION 3' SQ. �R D ZZ TYPICAL LIGHTING UNDERGROUND SYS TEM Z� , w 'K Q 7' �, q� O 0 ° �► N DOS o �� ° v D 0 a D p v N /e °G o v0 D �O 0 o v Dv oD `. 0 4 4 z Do0 0° oD1 ? D o �_ ` 0�10D °03 t a ` 0 o o/ D _l \ OD STREET LIGHT POLE VJUNCTION BOX - PLAN VIEW D`11 I I lv v D e e 0 oeo ' 1 oeo o° 0 0 0 I Oe O DOe o ° \ O eo v ° °e 0 e o H 25' 31T 35 40 ESL 18'� -3 23 -3 28` -3 33 -3 T 0.188 0.188 4, 219 4.219 2' TO 4' .� .-- r .,—TAPERED ALUM. POLE OVERHANG AN G 1 _ 2 ALL 6063—T6 SATIN GROUND FINISH .H> HANDHOLE 4 "x6" 'SL' FOPENING W�COVER & S.S. SCREWS. SOUND LUG SISIDE POLE 1' -6" TRENCH LOCATION /� 4 -t 07 TYPICAL STREET CROSS SECTION 2" N.P.S. SLIPFITTER 0.188 WALL BRACKET ALUM. ALLOY 6063 - T6 BRACKET CABLE 1/2- BNC LOCKBOLT GR. 18 -8 S.S. 2- BY 3/4" REDUCING WASHER FLUSH JOINT 3/4" ROMEX CONNECTOR 4-1/2- O.D. SINGLE OR DOUBLE MAST 3 " WITH LOCKNUT ARM AS REQUIRED / FOR DOUBLE MAST ARM, INSTALL 2ND CABLE TAPERED ALUM. POLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES 0.188 WALL ALLOY 6063 -T6 ARE ON SAME CIRCUIT SATIN GROUND FINISH LIGHT BASE AND JUNCTION BOX LOCATIONS MAST ARM WIRING DETAIL 4: C 0 ._..� PLAN VIEW t�D .01 K d a to ° O 4„ DEEP o F1 ELEVATION wEw bb o I I v SIDE VIEW I LIGHTING STANDARD &JUNCTION BOX BOX TYPE r Ov O° O ° pOOv O o 22" 22 33" D v G D O D v e e oil w b, 4 D ? D 18" H 0 28" D' Box Inside Width 13" Z I 4 00 J 1 Lid Length 18" 18" 26 1/2 F I Lid Width NOTE: CLASS 'B' CONCRETE o ° 13" 17" G Box Depth 12" 12" TO BE USED IN O D° Ov v v D H 5/8 "x8' r COPPER-CLAD D � 1011- GROUND ROD to ' 1 TO LUIMINAIRE 1/4" (MINIMUM DRAIN HOLD 5" f7— i - IIIIIIII— IIIIVIII II II — GROUND 'I I II CL AMP II II -TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. JIIIL IIII° =aif= 1111 - IIII PVC CONDUIT SYSTEM CONCRETE FOUNDATION 3' SQ. �R D ZZ TYPICAL LIGHTING UNDERGROUND SYS TEM Z� , w 'K Q 7' �, q� O 0 ° �► N DOS o �� ° v D 0 a D p v N /e °G o v0 D �O 0 o v Dv oD `. 0 4 4 z Do0 0° oD1 ? D o �_ ` 0�10D °03 t a ` 0 o o/ D _l \ OD STREET LIGHT POLE VJUNCTION BOX - PLAN VIEW D`11 I I lv v D e e 0 oeo ' 1 oeo o° 0 0 0 I Oe O DOe o ° \ O eo v ° °e 0 e o H 25' 31T 35 40 ESL 18'� -3 23 -3 28` -3 33 -3 T 0.188 0.188 4, 219 4.219 2' TO 4' .� .-- r .,—TAPERED ALUM. POLE OVERHANG AN G 1 _ 2 ALL 6063—T6 SATIN GROUND FINISH .H> HANDHOLE 4 "x6" 'SL' FOPENING W�COVER & S.S. SCREWS. SOUND LUG SISIDE POLE 1' -6" TRENCH LOCATION /� 4 -t 07 TYPICAL STREET CROSS SECTION 2" N.P.S. SLIPFITTER 0.188 WALL BRACKET ALUM. ALLOY 6063 - T6 BRACKET CABLE 1/2- BNC LOCKBOLT GR. 18 -8 S.S. 2- BY 3/4" REDUCING WASHER FLUSH JOINT 3/4" ROMEX CONNECTOR 4-1/2- O.D. SINGLE OR DOUBLE MAST 3 " WITH LOCKNUT ARM AS REQUIRED / FOR DOUBLE MAST ARM, INSTALL 2ND CABLE TAPERED ALUM. POLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES 0.188 WALL ALLOY 6063 -T6 ARE ON SAME CIRCUIT SATIN GROUND FINISH LIGHT BASE AND JUNCTION BOX LOCATIONS MAST ARM WIRING DETAIL 4: C 0 ._..� PLAN VIEW t�D .01 K d a to ° O 4„ DEEP o F1 ELEVATION wEw bb o I I v SIDE VIEW I LIGHTING STANDARD &JUNCTION BOX •I /'� 2" MIN ENDS TIP.' 45 6" GRAVEL PAD COMPACTED TYPICAL JUNCTION BOX INSTALLATION DETAILS JUNCTION BOX DETAILS MASTER BASE MAIN SIGNAL L TG 1201240 VAC. 1o, 3 WIRE WRING SCHEMA TIC REMOTE PHO TO ELECTRIC CELL TLrS T SWITCH L.. J -� O GROUND � I � FA UL T RECEPT. 1 JUNCTION BOX DIMENSION TABLE MI A' ITEM R K' BOX TYPE r Ov O° O ° pOOv O o 22" 22 33" D v G D O D v e e 1 17" w b, 4 D ? D 18" H 0 28" D' Box Inside Width 13" Z 17" 4 00 J 1 Lid Length 18" 18" 26 1/2 F I Lid Width NOTE: CLASS 'B' CONCRETE o ° 13" 17" G Box Depth 12" 12" TO BE USED IN O D° Ov v v D H lid & Frame Depth 5/16" 5/16" 5/16" J CONSTRUCTION OF PAD 1 1/2" 1 1/2 K�Wire L Reinforcement 1 Le end I W -3 See Detail PLAN VIEW W -2.5 (See Detail INDIVIDUAL J BOX a COMPONENT SCHEDULE w Q 1. METFRBASE.• 100 AMP, 4 JAW, A W1121314, (WITH BYPASS BLOCKS) o (CONTRACTOR TO VERIFY WITH SERVICE UTILITY) 2. PANELBOARD: 1201240 VAC, 100 AMP, 1 PHASE, 3 WIRE, COPPER BUS m WESTING HOUSE BAB BOL T -ON BREAKERS: 1 — 10012 MAIN �. - 2012 ILLUMINA TION BRANCH 1 - 5011 SIGNAL BRANCH 1 - 1511 CONTROL CK T BRANCH Q CON TAC TOR. • LIGHTING RA TED, 2 POLE, 120 VAC COIL, 7E1GOULDk#2200E8320AA __ - REQUIRED 24 TERMINAL BOCK TO REMOTE PHOTO CELL 0 !A @) PHOTO -CELL BYPASS SW1 TCH, SPST, 15 AMP, 277 VAC W Z (�) GROUND FA UL T RECEPTACLE, 120 VAC, DUPLEX, 20 A CABINET.- NEMA 3R, PADMOUNT, 112 GA PREGAL VANIZED STEEL CONSTRUCTION 2 SCREENED AND GASKETED VENTS DORRS: HEAVY DUTY CONCEALED HINGES(LIFT OFF TYPE) PADLOCKABLE STAINLESS STEEL VAULT HANDLE & 3 POINT LATCH • POLISHED WIRE GLASS WINDOW IN METER DOOR CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: POL YES TER POWDER COA T, ALUMINUM OUT SIDE, W41 TE INSIDE 6 =*/ 0 /atop C5 z •I /'� 2" MIN ENDS TIP.' 45 6" GRAVEL PAD COMPACTED TYPICAL JUNCTION BOX INSTALLATION DETAILS JUNCTION BOX DETAILS MASTER BASE MAIN SIGNAL L TG 1201240 VAC. 1o, 3 WIRE WRING SCHEMA TIC REMOTE PHO TO ELECTRIC CELL TLrS T SWITCH L.. J -� O GROUND � I � FA UL T RECEPT. 1 JUNCTION BOX DIMENSION TABLE MI A' ITEM R K' BOX TYPE TYPE 1 T TYPE 2 ALTERNATE A ALTERNATE B A' Box Outside length 22" 22 33" B l Box Outside Width 1 17" 17" 2 1//_ C; Box Inside Length 18" 19" 28" D' Box Inside Width 13" 14" 17" E 1 Lid Length 18" 18" 26 1/2 F I Lid Width 13 13" 17" G Box Depth 12" 12" 12" H lid & Frame Depth 5/16" 5/16" 5/16" J �Wnfllh6jiess Min. 1 1/2" 1 1/2 K�Wire L Reinforcement 1 Le end I W -3 See Detail W -2.5 , See Detail W -2.5 (See Detail ITEM MATERIALS Box_ 6000 PSI concrete (See Notes Frame Diamond Plate Steel - A786 Lid Su ort 1/816n. Thick Sted C, L or T. - A36 Lid Diamond Plate Steel - A786 � Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel T� m 'TYPE 'r' eox PE 0 TY lo Box z- t1 x1 x3/16. 11ap HOOK DETAIL PLAN SYMBOLS (2per Lid) LEGEND DETAIL (Mark Q j'" -- '" No SIGNALS LIGHTING T -- TS- LT TRAFFIC SIGNAL SYSTEM LEGEND TELEMETRY GALVANIZED STEEL Form-Letters with 1/8" Weld Bead. Grind off Diamond �'-- Pattern before forming letters. ILLUMINATION SYSTEM LEGEND EPDXY FILL EPDXY FILL i_ INLINE SPLICE WYE SPLICE SPLICE KIT •A� 4-1/2"X1 6"GALVANIZED ANCHOR BOLTS MOUNTING HEIGHT 15 FEET -G•L• CONDUIT ENTR. AR .e . N e. � oo. .. 4.1 1.0 i PLAN VIEW SIZE TO FIT CABINET SIZE ?0 FIT CABINET st6E-MEW FRONT VIEW CAB /NET FOUNDATION 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREWS BASE FLANGE ALLOY 356 -T6 WITH BOLT COVERS & S.S. SCREWS --� I-o --11 -1 /'4" SO. SIZE AS REOUIttFO 8 "-+� / 4 -10 L2- N.P.S. O-D. SLIPFITTER 5' -9' RADIUS 11" TO 12" DIA. BOLT CIRCLE 4" CONCRETE PAD 4 1/2"' OF BOLT ABOVE FINISHED GRADE (4) 1 " BNC GALV. STEEL ANCHOR BOLTS WITH NUTS AND WASHERS 4 - a 4" STANDARD DA Vl T POLE INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRl' WEATHER 50 F OR ABOVE. NUMBERING EXAMPLES 1 P 2 5 3 6 4 7 C g LETTER LETTER SUFFIXED PREFIXED CITY PUGET POWER OWNED OWNED + ow PLAN VIEW DECAL: RELECTORIZED 2" 23�' GOTHIC GOLD 2V- 3" OR WHITE LEGEND ON BLACK BACKGROUND DECAL NUMBERING SYSTEM RECOMMENDED FOR APPROVAL BY DATE If B DATE BY DATE BY DATE BY DATE r 798-003-031 oswrNa 00 79803 ap 1d 149 SCANNED NOV • 72003 +w 2• F W ^�`t° 12,126 sq.ft. 711 .vv I 50.00" 3 57.61' 57.50' w LEGEND M �'�' 1'26" E �A `f'� S 88 °31'26" E X o II � i 0.28 acres M S 89 °08'4 E E S 89 °08'45" E ^o x � W 0) 00 ❑❑ CB (TYPE 1) w °> ; N a x ;�;I �0 - - - - -, - - - - -- o - - - -- - O❑ STMH (TYPE 11) ;< �'. -1 vim- - - -- 1 120' JOINT USE SANITARY SEWER MH W k IDRIVEWAY FOR THE I coo BENEFITS OF LOTS �I 3 6, 12A & 3A F PROPOSED SEWER MH - Q I� 4A 1 A z 10' TO BE DEDICATED ;; U) N ° WATER VALVE W TO THE PUBLIC FOR j; Kph `_ 4,675 sq.f t. a ft. 4,613 s ROAD I 0.11 acres q. i ; 5,256. sq.ft. 5,205. sq.ft. WATER METER /SERVICE rni i v 0.11 acres I 0.12 acres 0.11 acres FIRE HYDRANT - - - - - - - - - - - J L - - - - - - - - - i L- UTILITY POLE L- cl- ;; �. -- GUY WIRE Ld 2 v z W „' -- -- 2 49.64' 50.02' 50. 2 57.55' 57.52' $ -� - - - -- - 6 -5 » ti9 ^'� rr 1 ,/''�1 n - �/ 4t' ` — W' — F�VF�' -- _ Vi _ —._ r. __— �t - -_ —;�! • _ 't, ___– c~i) V) - - -- - --- - - - - -- - - -- - -- -- - - - -11 :00 89 �b8 - - - - - - - - - - - - - - - I 58.27' MEAS) SOUTH 23rd STREET Q 58.3 °4 P ' �fi 7 85- H i� o' v - �' - 2 +00-- - ., - ., --61-61.6 61-6 P,' At - ,4a+ - - -_ .. s +oo -5+18. I 5Y ('ME 67 C 1'8 -30)` - - - ( EAS) (BASIS OF BEARiNG� S 89 °56 56" E 1174.99 M s?n 0 +00 (ACCESS) CD 7 59 S 23RD ST W 3 - 2 Y - -� ';' SE CORNER SEC 19- 23N -5E Q h �c FOUND BRASS DISK - -- V CIT�OF -FEN TONS ONT 'Z30 W /PUNCH IN CASE FOUND CONC. MOH. W INTERSECTION OF TALBOT STA 1 +00(S 23 ST) - W /COPPER TACK IN CASE ROAD S & S 23rd ST (3/03) - + FOUND BRASS DISK Q e I W /PUNCH IN CASE (03/03) `o 'K i o (03/03) m v 0 � 2 H O b 4 C 1 w L z s I0 z Q_ Q_ Q w Q 0 } m Z 0 w v CONSTRUCTION NOTES T ALL NOW MAIL BE IN ACCOSDAAK£ NTH THE C/TY OF RfNMV SIAADW SPEQRWOVS AND MW PLANS 2 77E LOQA7ILNS O'' fEIICWES SHNW ARE AFPROXMATE AND 9/ALI. BE 6E WEV N RE FUD BY IIE COV7RAC70P AS AVESSeWY. .1 INSTALL ALL STREET U917NG MAMMALS _ OMN ON BE PLANS D42PT AS NOW. ALL MA7fR'ALS 9ML LE NEW AND 6F RE BEST AVAILABLE LWAOF OV QbAUTY" EXCEPT AS NOTM 4. 71E CaWRAC7LIV "U MWT A REQEST RN RE alY O<RDVION fOV MATERIALS APPROVAL A 71E EARLESr POSSIME DATE S ALL AM SHALL X O NSSTANT NTH UMITY AGENCY RE"ONO ]HS RE CW M4C7AV ,UAL CQ'VFACT ALL PENIAYOVr U7X/TY AGO ES FORTY BO1T (48) HaM FXFO W allCA MVG MOW,, AND SIAM. COOlMAIF RE M02Y WN 71E URIIX:S RtlAaVOWT IMF PROECT. 6. 71F L1aV721C7IR SVA(L BE RE7OVS9E FOR ANY DAVA6E 70 DaSITNC UMIZES P E LYNIRACRR SHALL N07FY RE AFFEC7ED U71ITY CMFANY AW THE OTY O< REN7CN XQffDIA7ELY UPON DAMAGE T. 71E COVIRACTQP SHALL Nowt' RE QTY a, RDV7LN CONSRUC770V ENCNE VW OR15M AT 277- -5570 FOR NSIVION PLW VS£5 TINNTY --FUR (24) HOLM O&Vff CQISeA NG WK NO WW ,FALL BE COKW W711 IT HAS i0N EXAMINED BY 7/E DVGW fR LEGEND ® JNCRON BOX e ALUMINUM DA NT STYLE LIGHT STANDARD 0 ® COVIXIETE PAD NOTES: Of. INSTALL ALUM /NUM DAVIT STYLE LIGHT STANDARD W/ 100 WATT HP SOD /UM VAPOR/LUMINAIRE & LAMP - 30' MOUN77NG HEIGHT LUMINAIRE TO BE M25OA2, MC /// DISTRIBURON FLAT LENS W/ CUTOFF OP77CS OINSTALL ALT. B" JUNCTION BOX. TI)® - ve -,p/j?3 n LUMINAIRE SCHEDULE CONTACTOR CABINET /010042 POLE I.D./ POLE LOCA77OV I MH I ARM LENGTH LUMINAIRE I ram 1 STA 2 +87.40 -22.5R 30' 8' 150 a B S 23RD ST CONDUIT & WIRING SCHEDULE NOTE: CONDUIT SCHEDULE EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL 2' PVC - SCH 80 1 - 18 GROUND BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL 2 - 18 rN.W. CU. AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR 2' PVC - SCH 40 1 - 18 GROUND TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL 2 - 18 T. H. W. CU. EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424--,i555 TI)® - ve -,p/j?3 n LUMINAIRE SCHEDULE CONTACTOR CABINET /010042 POLE I.D./ POLE LOCA77OV I MH I ARM LENGTH LUMINAIRE I ram 1 STA 2 +87.40 -22.5R 30' 8' 150 a B S 23RD ST CONDUIT & WIRING SCHEDULE RUN Na CONDUIT SCHEDULE Q 2' PVC - SCH 80 1 - 18 GROUND HIGH PRESSURE GAS LINE (WITHIN 1 FOOT OF 2 - 18 rN.W. CU. PROPOSED CURB) WHEN WORKING ON THIS SHORT 2' PVC - SCH 40 1 - 18 GROUND PLAT IMPROVEMENTS. CONTRACTOR SHALL BE 2 - 18 T. H. W. CU. All T-313303 RECOMMENDED FOR APPROVAL BYa:.- DATE Bpi' CAUTION: BY DATE CONTRACTOR SHALL BE AWARE OF EXISTING 16 -INCH DATE BY HIGH PRESSURE GAS LINE (WITHIN 1 FOOT OF PROPOSED CURB) WHEN WORKING ON THIS SHORT PLAT IMPROVEMENTS. CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT AND COORDINATE HIS WORK WITH PUGET SOUND ENERGY (PSE) TO AVOID DAMAIGE TO THEIR UNDERGROUND FACILITIES. All T-313303 RECOMMENDED FOR APPROVAL BYa:.- DATE Bpi' DATE BY DATE BY DATE BY DATE H. �lR w Tp A O OF m °T s5sr0 4 STONAL Ex?rzes 6777os XXX- XXX -XXX 79803 SCANNED OCT 0 P adoeA A, - T , / C'�, Z` , 77 ' SCANNED NOV - ? 2003 . 1 x� xM 0 x C4 # Mo X a) X 9 N 2 9 r, x x J_ Q � J 0 W -��.• ~ 0 LJJ U z W � � z W C Y Q� U CE 0 NO v) o W O 3 N �� xa o Q W h � U h t N h 2 N � 4 "s A Q 1 w � O Z v of o_ o_ w a 0 m Z 0 kn FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS - S.E.C. OR EQUAL — TYPICAL DESIGN "B" JUNCTION BOX SPLICE KITS GROUND LUG CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 2" MIN. GROUT UNDER POLE BASE P4" CONCRETE - 1 9" 1�II- 1111 =III =III #8 BARE COPPER GROUND WIRE GROUND CLAMP TO LUMINAIRE 1/4" MINIMUM DRAIN HOLE 4. 2- (SIZED AS REQ'D) PVC CONDUIT II II LIGHTING SYSTEM SYSTEM WIRES TO CONTACTOR CONCRETE FOUNDATION 5/8 "x8' COPPER -CLAD 3' SO. OR GROUND ROD TYPICAL LIGHTING UNDERGROUND SYSTEM , 7' ° ov O ov 41 / OD / d 4° ° \\ o d 4 1 °40 0 ep TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. -1111 -1111= 'I = IIII =1111 H 1 25' 30' 35' 40' SL 18'-3" 23'-3"128'-3" 33'-3" T 0.188 0.188 1 0.219 0.219 TAPERED ALUM. POLE �'T' WALL ALLOY 6063 -T6 SATIN GROUND FINISH HANDHOLE 4 "x6" OPENING W /COVER & S.S. SCREWS. GROUND LUG INSIDE POLE f V -6" SIZE AS REQUIREP 2" N.P.S. SLIPFITTER 0.188 WALL BRACKET 8" ALUM. ALLOY 6063 -T6 2' TO 4' �a r OVERHANG 1' -2� BRACKET CABLE SLIPFPTER 'H' 1/2" BNC LOCKBOLT 'SL' GR. 18 -8 S.S. 2" BY 3/4" REDUCING WASHER FLUSH JOINT 1' -2" 3/4" ROMEX CONNECTOR 4 -1/2" O.D. SINGLE OR DOUBLE MAST WITH LOCKNUT ARM AS REQUIRED 3/ 0 TRENCH LOCATION FOR DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES TAPERED ALUM. POLE ARE ON SAME CIRCUIT 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH TYPICAL STREET CROSS SECTION LIGHT BASE AND JUNCTION BOX L OCA TIONS A C _ I JUNCTION BOX DIMENSION TABLE D Q DD o OD 4" DEEP IN e 4 Ova Od ° D °e rre °o D DI Z D D OA O I Od O O I D D I O° °D 1 ° D x e° 3' O e l i O O 4 0 \ D 4 O I J d0 I O d d 0. 1— O\ eo STREET LIGHT POLE JUNCTION BOX o°d ° PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTION BOX pv O° O o0°Ov O o D v 0 o D D Z D 4 J O O NOTE: CLASS 'B' CONCRETE o D D e TO BE USED IN 0;> o CONSTRUCTION OF PAD 1' PLAN VIEW INDIVIDUAL JUNCTION BOX COMPONENT SCHEDULE O1 METERBASE.• 100 AMP, 4 JAW, AW #121314, (W17H BYPASS BLOCKS) (CONTRACTOR TO VERIFY WITH SERVICE UTILITY) O2 PANELBOARD: 1201240 VAC, 100 AMP, 1 PHASE, 3 WIRE, COPPER BUS WES77NG HOUSE BAB BOLT-ON BREAKERS: 1 - 10012 MAIN _ - 201 2 ILLUMINATION BRANCH 1 - 50/1 SIGNAL BRANCH 1 - 1511 CONTROL CKT BRANCH O3 CONTACTOR: LIG1477NG RATED, 2 POLE, 120 VAC COIL, TE/GOULD #2200EB320AA __ - REQUIRED ® TERMINAL BOCK TO REMOTE" PHOTO CELL OS PHOTO -CELL BYPASS SWITCH, SPST 15 AMP, 277 VAC © GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX, 20 A CABINET- NEMA 3R, PADMOUNT, #12 GA P.REGALVANIZED STEEL CONSTRUCTION 2 SCREENED AND GASKETED VENTS DORRS.• HEAVY DUTY CONCEALED HINGES(LIFT OFF TYPE) PADLOCKABLE STAINLESS STEEL VAULT HANDLE & 3 POINT LATCH POLISHED WIRE GLASS WINDOW IN ME7ER DOOR CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: POLYESTER POWDER COAT, ALUMINUM OUT SIDE, WHITE INSIDE I L�M o PLAN VIEW T e L K m 3.. MIN ON CONDUSn� Mx. TrP 6" GRAVEL PAD COMPACTED TYPICAL JUNCTION BOX INSTALLATION DETAILS JUNCTION BOX DETAILS 1201240 VAC. 10 3 IMRE W64/NG SCHEMATIC 0 GROUND 'Llil FA UL T RECEP I. R OLL 194 MAST ARM WIRING DETAIL M A ITEM K REMOTE MASTER PHOTO BASE ELECTRIC A Box Outside length CELL MAIN BWR 33" _n CON TRO TEST —� SIGNAL J SWITCH L TG 18" 1201240 VAC. 10 3 IMRE W64/NG SCHEMATIC 0 GROUND 'Llil FA UL T RECEP I. R OLL 194 MAST ARM WIRING DETAIL M A ITEM K t3OX TYPE TYPE ALTERNATE A 1 ALTERNATE B TYPE 2 A Box Outside length 22" 22" 33" B Box Outside Width 17" 17" 22 1/2- C Box Inside Length 18" 19" 28" D Box Inside Width 13" 14" 17" E Lid Length 18" 18" 26 1/2" F Lid Width 13" 13" 17" G Box Depth 12" 12" 12" H Lid & Frame Depth 5/16" 5/16" 5/16" J Wall Thickness Min. 1 1/2" 1 1/2" 1 1/2" K Wire Reinforcement W -3 W -2.5 W -2.5 L Legend See Detail See Detail See Detail ue X TYPE 'I' BOX D TYPE 'II' BOX L c1 xt z3 /76. 1'Lorg HOOK DETAIL PLAN SYMBOLS (2 Nooks per Lid) LEGEND DETAIL (Mark Q) kF N° '' N° TS1 ITEM MATERIALS SIGNALS Box 6000 PSI concrete See Notes LIGHTING TS -LT Frame Diamond Plate Steel - A786 TRAFFIC SIGNAL SYSTEM LEGEND TELEMETRY • Lid Support 1 Lo min. Thick Sted C, L or T. - A36 • Lid Diamond Plate Steel - A786 Anchors _ Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel *GALVANIZED STEEL L xT�Form- Letters with 1/8" Weld II Bead. Grind off Diamond Nom. Nom Pattern before forming letters. ILLUMINATION SYSTEM LEGEND EPDXY FILL EPDXY FILL INLINE SPLICE WYE SPLICE SPLICE KIT MOUNTING HEIGHT 15 FEET DIAMETER = 7/8" 4-7/8" LOAD LINE 1/4" FUSE 1/4" 4 -1/2 "X16 "GALVANIZED CUTTING RINGS ANCHOR BOLTS F USE KIT G.L. CONDUIT ENTR. AR p d p v p. N D 0 0 v 0 I I PLAN VIEW SIZE TO FIT CABINET SIZE TO FIT CABINET 5ff E__tFFW FRONT VIEW CABINET FOUNDATION FR 35 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREW`; BASE FLANGE ALLOY 356 -T6 WiTH BOLT COVERS & S.S. SCREWS — MGR( -1 1'- _1 1-11-1/4" SQ. H 11" TO 12" DIA. BOLT CIRCLE 4" CONCRETE PAD 4 1/2" OF BOLT ABOVE FINISHED GRADE (4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH NUTS AND WASHERS 4" STANDARD DAVIT POLE INSTALL DECAL NUMBERS ®�� VERTICALLY. INSTALL i IN DRY WEATHER 50 F OR ABOVE. NUMBERING EXAMPLES LETTER LETTER SUFFIXED PREFIXED CITY PUGET POWER OWNED OWNED cF 45 TRAFFIC F~L0W DECAL: RELECTORIZED GOTHIC GOLD 2 2T 2W_3" OR WHITE LEGEND PLAN VIEW ON LACK BACKGROUND B DECAL NUMBERING SYSTEM RECOMMENDED FOR APPROVAL BY DATE 1U0ll_;�_ B DATE 798 - 003 -031 B Y DATE BY DATE 779803_::: A BY DATE SCANNED OCT 0 a 24eez /J%' T ?' ?o R= _ SCANNED NOV - 7 2E)Sl3 O J 2'