Loading...
20130320 Redline Landscape Plans 3 05062014SHEET INDEX LA 1 OF 2 LANDSCAPING PLAN L02 2 OF 2 LANDSCAPING DETAILS ROPERTY DESCRIPTION 24 -17 -1E 1A NE SE COM NW CDR SOLBERG PARCEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST. S.E. YELM, WASHINGTON SITE DA TA HEIGHT SIZE ACREAGE: 1.14 AC. ZONING: R -14 POWER: PUGET SOUND ENERGY TELEPHONE: FAIRPOINT GAS: PUGET SOUND ENERGY SEWER: CITY OF YELM WATER: CITY OF YELM CAN COMCAST �I CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN: ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR `TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NO CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PURL C INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT ,ARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. fl / VEH F7UlV APAFITMENTS NE V¢ se ve, SEC 24, TWIN 17 IN . Rnc i E, wM LANDSCAPING PLAN v5F 6' SOLID BOARD FENCE SPECIES HEIGHT SIZE 6' ROW DEDICATION. PAUL SCARLET 4' -6' S49'32'38'E 194.00" - - - rty " -4 XXXX .X .. .. .. . 1 112" CALIPER 8 RED MAPLE 4' -6' 1 112" CALIPER 8 JAPANESE HOLLY ELEV.- j47,21 1 QUART 60 ®3' 0/C LAVRUSFINUS TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES . .��.. 60 ® 3' 0/C THUJA OCCIDENTANLIS PYRAMIDAL �p X' 1 112" CALIPER 30 ® 25' 0/C X 0 I QUART ..X X { X ( _ - - I CONSTRUCTION NOTES h � O CONTRACTOR INSTALL STRAIGHT BENCH WITH BACK MODEL: SB- 4 -728K i N49'28 Sh W —�--�— , AS SHOWN'1 AND PER DETAIL ON SHEET LDI. t Qm C2 CONTRACTOR TO INSTALL PLANTER BENCH MODEL: PB -68 AS SHOWN AND �v �s 8 PER DETAIL ON SHEET LO1. )� 3D CONTRACTOR TO INSTALL PLANTER MODEL: SP -2A -24 AS SHOWN AND PER o DETAIL ONI SHEET LDI. 59' . 4 CONTRACTOR TO INSTALL PLANTER MODEL: SP -2B -24 AS SHOWN AND PER 59 DETAIL ONI SHEET LDI. lK� '. ® CONTRAC7$R TO INSTALL GEODOME CLIMBER AS SHOWN AND PER DETAIL ON PROPOSED ' SHEET LDI{ APARTMENT . .. , © CONTRACTOR TO INSTALL TEETER TOTTER AS SHOWN AND PER DETAIL ON , SHEET LDI; BUILDING "A' , CONTRACTOR TO INSTALL SPLIT RAIL FENCE AS SHOWN AND PER DETAIL ON APPROX. v SHEET LD7; - } - ® CONTRACTOR TO INSTALL PLAY CHIPS IN PLAYGROUND AREA AS SHOWN AND ;. ' 6 PER DETAIL ON SHEET LDI, y 0 CONTRACTOR TO INSTALL SIGN AS SHOWN. ARK AVEA .' 64 CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN: ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR `TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NO CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PURL C INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT ,ARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. fl / VEH F7UlV APAFITMENTS NE V¢ se ve, SEC 24, TWIN 17 IN . Rnc i E, wM LANDSCAPING PLAN v5F 6' SOLID BOARD FENCE 1 1' I 7 1 I r 1 1 J .I q - 3 Y 1 -1 .1 F U I tRIGATION HE (TYP.) — — — — — w � l _ SPECIES HEIGHT SIZE 6' ROW DEDICATION. PAUL SCARLET 4' -6' S49'32'38'E 194.00" - - - rty " -4 XXXX .X .. .. .. . 1 112" CALIPER 8 RED MAPLE 4' -6' 1 112" CALIPER 8 JAPANESE HOLLY ELEV.- j47,21 1 QUART 60 ®3' 0/C LAVRUSFINUS TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES . .��.. 60 ® 3' 0/C THUJA OCCIDENTANLIS PYRAMIDAL �p X' 1 112" CALIPER 30 ® 25' 0/C X 0 I QUART ..X X { X ( _ - - 1 1' I 7 1 I r 1 1 J .I q - 3 Y 1 -1 .1 F U I tRIGATION HE (TYP.) — — — — — w � l _ PLANT TABLE SPECIES HEIGHT SIZE TOTAL NUMBER PAUL SCARLET 4' -6' 1 112" CALIPER 8 64 4' -6' 1 112" CALIPER 8 RED MAPLE 4' -6' 1 112" CALIPER 8 JAPANESE HOLLY ELEV.- j47,21 1 QUART 60 ®3' 0/C LAVRUSFINUS TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES . .��.. 60 ® 3' 0/C PLANT TABLE SPECIES HEIGHT SIZE TOTAL NUMBER PAUL SCARLET 4' -6' 1 112" CALIPER 8 64 4' -6' 1 112" CALIPER 8 RED MAPLE 4' -6' 1 112" CALIPER 8 JAPANESE HOLLY ELEV.- j47,21 1 QUART 60 ®3' 0/C LAVRUSFINUS TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES 1 QUART 60 ® 3' 0/C THUJA OCCIDENTANLIS PYRAMIDAL 3' —5' 1 112" CALIPER 30 ® 25' 0/C PENNISE�N FIREWORKS 0 I QUART 100 h � N ly i 0 7 t Qm �v �s 8 o 59' . 59 lK� '. - -- PROPOSED ' APARTMENT . .. , BUILDING "A' I APPROX. - } - F.F.= 346.50 ;. y ARK AVEA 64 . .•.- .. - 7 O SEEASEMEN T PR A FN- 3982737 - -G -- X� iC G:� -. _ �i jE X iF-X-jEX .._ XiEXif X•X+Y- -. YY�1l+iM1VYG LL � . PLANT TABLE SPECIES HEIGHT SIZE TOTAL NUMBER PAUL SCARLET 4' -6' 1 112" CALIPER 8 SHORE PINE 4' -6' 1 112" CALIPER 8 RED MAPLE 4' -6' 1 112" CALIPER 8 JAPANESE HOLLY ELEV.- j47,21 1 QUART 60 ®3' 0/C LAVRUSFINUS TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES 1 QUART 60 ® 3' 0/C THUJA OCCIDENTANLIS PYRAMIDAL 3' —5' 1 112" CALIPER 30 ® 25' 0/C PENNISE�N FIREWORKS 0 I QUART 100 OPEN SPACE AREA TABLE OPEN SPACE REQUIRED OPEN SPACE PROVIDED 4,956 ,qft. 7,717 sq. ft. q�o� 6' SOLID BOARD FENCE APPROVED FOR CONSTRUCTION BY: DATE: Directorof PI,bIw Works APPROVAL, EXPIRES: B' §OLD BOARD FENCE LEGEND ✓ <�^X�� SCALE: 1 " =20' ( •�`1 PAUL S SCARLET /� S 0 ti 4X 0 10 20 40 VERTICAL DATUM JAPANESE HOLLY THURSTON COUNTY LARVSFINUS NGVD 29 RIVER ROCK BM: 1252 LAWN CASED CONCRETE MONUMENT WITH BRASS GRAVEL CAP 0 INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV.- j47,21 o CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES B' §OLD BOARD FENCE LEGEND ✓ <�^X�� SHORE PINE ( •�`1 PAUL S SCARLET /� S 0 ti 4X RED MAPLE 1 -22 -14 JAPANESE HOLLY dE LARVSFINUS 3 -19 -14 RIVER ROCK GJM LAWN GRAVEL OFREEZE PROOF YARD HYDRANT REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK —UP GJM o SCANNED APR 17 2014 VWA ° �FSSrox•� 111....... r A 14 1014 f�l 11 8115 II co M F _v Q � M V/ c d D Q� 'O g C 0 v N (O t Q 7V ci- 0 Z Q _ DATE 4 -10 -14 DRAWING NC 8115BASE >HEET J OF 2 1T. N II Q Q z o 0 0 W h � N ly i 0 7 t Qm �v �s w o co M F _v Q � M V/ c d D Q� 'O g C 0 v N (O t Q 7V ci- 0 Z Q _ DATE 4 -10 -14 DRAWING NC 8115BASE >HEET J OF 2 NOTE Western Red Cedar Split Rail Fence Post and Rail "American Style" 2 -Rails 10' or B' Western Red Cedar Split Rails — 6" t I �r vy to top of ral w' r Toth! Height 17 of post 5'4" le top of rall grou level 27" in ground monk arc bpproximota. Property of Beacon Images - Cedar Split Rail Designs KLOBAL g lobalindustrial.com 2 -Rider Spring See San Call To Order: 1.888.978.7759 Fil 1.888.381.2868 ArouneliltY a rill skips in IC to 11 dy Stock ND 191 Price: $49795 Firs. It i Fmmurage social Interaeeon n your play spare with we spring See Saw Thin Rider Spr he See SilIfeatures a powde¢ oat d blue iramev th red seats 2 0'Lx 131NS i ty Zone Equ p t it , or eroded ASTM A Cni standard, for ptdyg d shapdrent vile coaad sta I nature njrImor .1detl plastc seats, 41111 p g Blue Co Rneh LENOTH INCHES 94 LENGTH FEET 7 WIDTH INCHES 2D WIDTH FEET 2 DEPTH FEET 2 HEIGHT INCHES 30 HEIGHT FEET BRAND unraplays CAPACITY IChildren COLOR FINISH She ASSEMBLY CONSTRUCTION Slcel Frame and mleruoi Minded Prior DESCRIPTION 2 -Rtrler Si See saw •. MANUFACTURER'S PART NUMBER m -07 0055 MODEL 0 11 RECOMMENDED AGE 2tob TYPE Motion PLAYCHIPSTH A. product rrlare up or rnainli, cei:ar pulp chips, ranging Prom 1 -1;'4" to 1- '1• +'2" 11-1 b,, I S" thick. U sell for paths. dol_1 n_iris, and an and Fllaygrourld equillrrient The'_;I stay clean and gaffer Hood drainage, .. n. provides a c f risl curl for rol_u:1tl and tl-urnhle playground :actilyities. IPLA- i' "ICHIPBT {'f are sued to rrleet the rerli_lirement 1]f scrool hilstrlr_t`_;. Application: Paths and dog curs I" to J" deep. In playgrounds and around p11aygri ld equipment 4" to F deep. ALL 1- 800 - 424 -5555 BEFORE YOU DIG. RIVER RUN APARTMENTS NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M. 4GLOBAL g loba li nd ustria 1, co m Geodome Climber Call To Order: 1.888.978.7759 Fazp: 1.888.381.2868 Availability: Usually ships In 10 to 1$ Stock No TRi2i3 0n5 Price: 1031.00 A classic eAhorbing adrton to any playground Chnstruldrder 1 "OD g n eeo steel pipe 'th re n' .1.1povolerecatcd dorthri . 3r h'gh by 7'u' damert . The safety nine .e O damotor 711 anent meets . % reedsASTM R OPSC relish rds•m plargro Ind equipment 1 galvan zed steel pipepowtler coated steal wnnecters. idn a Colored Color Finish LENGTH INCHES 90 LENGTH FEET WIDTH INCHES 90 WIDTH FEET DEPTH FEET HEIGHT INCHES 42 HEIGHT FEET BRAND Jmplaye CAPACITY 2D Cn d en COLOR FINISH Moto 1dored ASSEMBLY CONSTRUCTION Galvanzed Seth Poadacoeted Steal omnecmrs DESCRIPTION eeodome 0lmber MANUFACTURER'S PART NUMBER PMCON MODEL RECOMMENDED AGE 5to 12 TYPE Climbing 8 Sawing l � Igg7 ornamental j APPROVED FOR CONSTRUCTION BY: _ - -. - DATE: Director olPfmnc Wod[s APPROVAL EXPIRES: r iPlort 161 Mv11w111 hor t 1 I ...... urI. ll.1w, aip 11 rn [anti or rm tls¢r.elr )rnarilental T I r� 5 I V C�1 t. Al Omamentat Stone, we offer several different sizes and styles of concrete benches for YOU to select fafTl. '+X ri$eTE RECtEeFi;', �A e1. r'. Cl [1..1,1 G'1 - -1 l I',�I l Iv.Ptlr e1 a n.,, low . Concrete Street Planters - Small to Medium 5 Concrete Street Planters - Large Straight Bench with Back Model: SB- 4 -72BH . 72"L x 2 3 W x J 2• I I W4 it l: 600 Iba- SB -4 728K Nnce: $4 3 I SS -4 72BI tw,r of Lionel c911aruLC G¢kwstJ - Price' S4S5 Plante. , Bench Modeh PB r�R - 08 "fJ x 0 "H J D WuI JL 1,585 11, prim gnJv L ul u.l'!J lu G 1 31 J t'1 I 11111 Lw L :'G 11 Anti II n1-, -III I1 - unlIC1rre4 pairs u uuti I u'r1 w ft ri 7c1: 800- 446 -4241 v Fax: 360- 275 -0862 ornamental 115TONE 1 19 t h VI i�l II A r 4L9'La ,C1,11011 201,t ro N zon, R —J REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -74 PER CITY MARK —UP GJM 2 3 -79 -14 PER CI I MARK —UP GJM e v 1 O /C0 /� LIL 4) r" 0 SP -1 -18 S 18"D x 1211 175 lbs. $114 SP -2 -25 25 "D x 30 11 415 lbs. $230 SP -2A -24 24 "U x 24 "H 300 lbs. $170 SP -2U44 ............. -24 "D x T I 185 lbs. $99 5 Concrete Street Planters - Large Straight Bench with Back Model: SB- 4 -72BH . 72"L x 2 3 W x J 2• I I W4 it l: 600 Iba- SB -4 728K Nnce: $4 3 I SS -4 72BI tw,r of Lionel c911aruLC G¢kwstJ - Price' S4S5 Plante. , Bench Modeh PB r�R - 08 "fJ x 0 "H J D WuI JL 1,585 11, prim gnJv L ul u.l'!J lu G 1 31 J t'1 I 11111 Lw L :'G 11 Anti II n1-, -III I1 - unlIC1rre4 pairs u uuti I u'r1 w ft ri 7c1: 800- 446 -4241 v Fax: 360- 275 -0862 ornamental 115TONE 1 19 t h VI i�l II A r 4L9'La ,C1,11011 201,t ro N zon, R —J REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -74 PER CITY MARK —UP GJM 2 3 -79 -14 PER CI I MARK —UP GJM e v 1 O /C0 /� LIL 4) r" 0 it LD1 11 8115 11 W <> rn O 2 o rr1 2 � U R7 on m W Ott _J ,t 2 n �Un] R_ `l } V. 17 ZN q (r, I V— ro Cr, co 1, v V 8 A, CJ JI (� w<r, d �r Q e v 1 O /C0 /� LIL 4) r" 0 w S S O la 7 - ' tJ in i w Ill Q' i p Cl C W <> rn O 2 o rr1 2 � U R7 on m W Ott _J ,t 2 n �Un] R_ `l } V. 17 ZN q (r, I V— ro Cr, co 1, v V 8 A, CJ m (� w<r, d �r < e v 1 O /C0 /� LIL 4) r" '�6 L v c / J Q LLI C) C.� Q— U z Q DA it 4 -10- 14 )RA WING NC � 11 slfA �r 'A I SHEET INDEX LP 1 OF 2 LIGHTING PLAN LP2 2 OF 2 LIGHTING DETAILS ROPERTY DESCRIPTION 24 -17 -1E 1A BE SE COM NW CDR SOLBERG PARuEL NUMBER 21724410200 SITE ADDRESS 304 LONGMIRE ST. S.E. YELM, WASHINGTON SITE DATA ACREAGE: 1.14 AC. ZONING: R -14 POWER: PUGET SOUND ENERGY TELEPHONE: FAIRPOINT GAS: PUGET SOUND ENERGY SEWER: CITY OF YELM WATER: CITY OF YELM CATV COMCAST RIVER RUN APARTMENTS NE 114, SE 114, SEC.24, TWN.17 N., RNG. 1 E., W.M. LIGHTING PLAN 546 r � E �. I, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ICON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJE -T TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT Ll4RSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACTOR / DEVELOPER NOTE: THE CONTRACTOR 14ND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION TESTING AND APPLICABLE INSPECTIONS TR C REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER, THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED A PROFESSIONAL SOILS AND Oft MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CI T REQUIREMENTS, COMPACTION WAS (, IN ALL T THIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONS P MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE SE PLANS HAVE BEEN FOLLOWED. , ROW DEDICATION W AWn I 1 _ 15 FRONT I_ YA Q SET BACK n ` 10' SIDE YARD 544 — - — POLE MOUNTED u U LUMINARE. I _ —_ I `� 0 I I I I �. -346 I I I I 34B O I G S49-32'38" E' 194.0n" - _ - - -- ova a > � o " a x 0 �WALL MOUNTED LUMINARE. PROPOSED APARTMENT APARTMENT 59' BUILDING "B" 59' APPROX. F.F. =344 00 , 344 �— of 64' PARK AREA 64' -.... 59' PROPOSED APARTMENT BUILDING "A" APPROX. F.F.= 346.50 10' 348 64' 348 -BY PSE - EASEMENT PER AFN 3982737 MONUMENT NOTE MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS. ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE. DESTROYED MONUMENT NOTE: PURSUANT TO RCW 58.24.040 (8) AND WAG 332 -120, BEFORE REMOVING OR DESTROYING ANY MONUMENT ON THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL PROPERTY, A CONTROLLING POINT FOR A PLAT,, OR A POINT WHICH IS A GENERAL LAND OFFICE SURVEY CORNER, THE APPLICATION REQUIRED BY THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THE CHAPTER, CONTACT THE PIERCE COUNTY PUBLIC WORKS AND UTILITIES, TRANSPORTATION SERVICES, SURVEY SECTION AT (253)- 798 -7250 FOR ADDITIONAL INFORMATION. APPROVED FOR CONSTRUCTION BY: DATE: — Di,euor of Public Works APPROVAL EXPIRES: G VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES SCALE- �1 " =20'�—� % 10 IIL 20 —o LEGEND -PL q! PROPERTY LINE -R,liv R7W LINE - -- - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT o PROPOSED OWPC 70M 120v m PROPOSED F250 ML 240, i� PROPOSED A21L 150M 240v PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR -- - EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE D - -D EXISTING STORM MAIN ' EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN -. EXISTING POWER POLE 11 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM SCANNED APR 17 t6" •.•,� 3.MIpD II,�. s A 1 / 1^ 0. F �1 N SSIO L £KG ••� rr LP 8 „5 0 N � I I Q � Z U N K ~ o W QD w w Q W W Q__ r o n � w � N Z a o� S� U� W� m w� V 1 c0 1 � v F 8§12 v a� Q /p C O c Z 0/� N LL a� z Q V Z r� V �.I V DATE 4-10- 14 IRA WING NO 8175BASF 1EET ] -OF 1 P � �� 7 P pO ' i BURRY V VALLEY; � �I�. i h� NN 1 -�� A 1 1 h I I r ti a AD _w ol, v ?I' 546 r � E �. I, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ICON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJE -T TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT Ll4RSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACTOR / DEVELOPER NOTE: THE CONTRACTOR 14ND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION TESTING AND APPLICABLE INSPECTIONS TR C REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER, THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED A PROFESSIONAL SOILS AND Oft MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CI T REQUIREMENTS, COMPACTION WAS (, IN ALL T THIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONS P MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE SE PLANS HAVE BEEN FOLLOWED. , ROW DEDICATION W AWn I 1 _ 15 FRONT I_ YA Q SET BACK n ` 10' SIDE YARD 544 — - — POLE MOUNTED u U LUMINARE. I _ —_ I `� 0 I I I I �. -346 I I I I 34B O I G S49-32'38" E' 194.0n" - _ - - -- ova a > � o " a x 0 �WALL MOUNTED LUMINARE. PROPOSED APARTMENT APARTMENT 59' BUILDING "B" 59' APPROX. F.F. =344 00 , 344 �— of 64' PARK AREA 64' -.... 59' PROPOSED APARTMENT BUILDING "A" APPROX. F.F.= 346.50 10' 348 64' 348 -BY PSE - EASEMENT PER AFN 3982737 MONUMENT NOTE MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS. ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE. DESTROYED MONUMENT NOTE: PURSUANT TO RCW 58.24.040 (8) AND WAG 332 -120, BEFORE REMOVING OR DESTROYING ANY MONUMENT ON THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL PROPERTY, A CONTROLLING POINT FOR A PLAT,, OR A POINT WHICH IS A GENERAL LAND OFFICE SURVEY CORNER, THE APPLICATION REQUIRED BY THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THE CHAPTER, CONTACT THE PIERCE COUNTY PUBLIC WORKS AND UTILITIES, TRANSPORTATION SERVICES, SURVEY SECTION AT (253)- 798 -7250 FOR ADDITIONAL INFORMATION. APPROVED FOR CONSTRUCTION BY: DATE: — Di,euor of Public Works APPROVAL EXPIRES: G VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES SCALE- �1 " =20'�—� % 10 IIL 20 —o LEGEND -PL q! PROPERTY LINE -R,liv R7W LINE - -- - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT o PROPOSED OWPC 70M 120v m PROPOSED F250 ML 240, i� PROPOSED A21L 150M 240v PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR -- - EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE D - -D EXISTING STORM MAIN ' EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN -. EXISTING POWER POLE 11 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM SCANNED APR 17 t6" •.•,� 3.MIpD II,�. s A 1 / 1^ 0. F �1 N SSIO L £KG ••� rr LP 8 „5 0 N � I I Q � Z U N K ~ o W QD w w Q W W Q__ r o n � w � N Z a o� S� U� W� m w� V 1 c0 1 � v F 8§12 v a� Q /p C O c Z 0/� N LL a� z Q V Z r� V �.I V DATE 4-10- 14 IRA WING NO 8175BASF 1EET ] -OF 1 P � �� 7 P i BURRY V VALLEY; � �I�. i NN 1 -�� A 1 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ICON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJE -T TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT Ll4RSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. CONTRACTOR / DEVELOPER NOTE: THE CONTRACTOR 14ND /OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION TESTING AND APPLICABLE INSPECTIONS TR C REQUIRED BY CITY OF YELM AND PRIVATE ENGINEER, THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED A PROFESSIONAL SOILS AND Oft MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING TO THE RECOMMENDATIONS THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM CI T REQUIREMENTS, COMPACTION WAS (, IN ALL T THIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONS P MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE SE PLANS HAVE BEEN FOLLOWED. , ROW DEDICATION W AWn I 1 _ 15 FRONT I_ YA Q SET BACK n ` 10' SIDE YARD 544 — - — POLE MOUNTED u U LUMINARE. I _ —_ I `� 0 I I I I �. -346 I I I I 34B O I G S49-32'38" E' 194.0n" - _ - - -- ova a > � o " a x 0 �WALL MOUNTED LUMINARE. PROPOSED APARTMENT APARTMENT 59' BUILDING "B" 59' APPROX. F.F. =344 00 , 344 �— of 64' PARK AREA 64' -.... 59' PROPOSED APARTMENT BUILDING "A" APPROX. F.F.= 346.50 10' 348 64' 348 -BY PSE - EASEMENT PER AFN 3982737 MONUMENT NOTE MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS. ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE. DESTROYED MONUMENT NOTE: PURSUANT TO RCW 58.24.040 (8) AND WAG 332 -120, BEFORE REMOVING OR DESTROYING ANY MONUMENT ON THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY, LOT, TRACT, OR PARCEL OF REAL PROPERTY, A CONTROLLING POINT FOR A PLAT,, OR A POINT WHICH IS A GENERAL LAND OFFICE SURVEY CORNER, THE APPLICATION REQUIRED BY THIS CHAPTER SHALL BE SUBMITTED, SIGNED AND SEALED BY A LAND SURVEYOR OR ENGINEER AS DEFINED IN THE CHAPTER, CONTACT THE PIERCE COUNTY PUBLIC WORKS AND UTILITIES, TRANSPORTATION SERVICES, SURVEY SECTION AT (253)- 798 -7250 FOR ADDITIONAL INFORMATION. APPROVED FOR CONSTRUCTION BY: DATE: — Di,euor of Public Works APPROVAL EXPIRES: G VERTICAL DATUM THURSTON COUNTY NGVD 29 BM: 1252 CASED CONCRETE MONUMENT WITH BRASS CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD. ELEV. 347.21 CONTOUR INTERVAL =2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES SCALE- �1 " =20'�—� % 10 IIL 20 —o LEGEND -PL q! PROPERTY LINE -R,liv R7W LINE - -- - - EASEMENT LINE — ADDITIONAL 10' UTILITIES EASEMENT o PROPOSED OWPC 70M 120v m PROPOSED F250 ML 240, i� PROPOSED A21L 150M 240v PROPOSED SIDEWALK PROPOSED SHOULDER - -- 456 - -- PROPOSED CONTOUR EXISTING CONTOUR -- - EXISTING EDGE OF PAVEMENT OD EXISTING STORM MANHOLE D - -D EXISTING STORM MAIN ' EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MAIN ❑ EXISTING CATCH BASIN -. EXISTING POWER POLE 11 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING WATER MAIN REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM SCANNED APR 17 t6" •.•,� 3.MIpD II,�. s A 1 / 1^ 0. F �1 N SSIO L £KG ••� rr LP 8 „5 0 N � I I Q � Z U N K ~ o W QD w w Q W W Q__ r o n � w � N Z a o� S� U� W� m w� V 1 c0 1 � v F 8§12 v a� Q /p C O c Z 0/� N LL a� z Q V Z r� V �.I V DATE 4-10- 14 IRA WING NO 8175BASF 1EET ] -OF 1 REVISION BLOCK NO. DATE DESCRIP77ON BY 1 1 -22 -14 PER CITY MARK -UP GJM 2 3 -19 -14 PER CITY MARK -UP GJM SCANNED APR 17 t6" •.•,� 3.MIpD II,�. s A 1 / 1^ 0. F �1 N SSIO L £KG ••� rr LP 8 „5 0 N � I I Q � Z U N K ~ o W QD w w Q W W Q__ r o n � w � N Z a o� S� U� W� m w� V 1 c0 1 � v F 8§12 v a� Q /p C O c Z 0/� N LL a� z Q V Z r� V �.I V DATE 4-10- 14 IRA WING NO 8175BASF 1EET ] -OF 1 SCANNED APR 17 t6" •.•,� 3.MIpD II,�. s A 1 / 1^ 0. F �1 N SSIO L £KG ••� rr LP 8 „5 0 N � I I Q � Z U N K ~ o W QD w w Q W W Q__ r o n � w � N Z a o� S� U� W� m w� V 1 c0 1 � v F 8§12 v a� Q /p C O c Z 0/� N LL a� z Q V Z r� V �.I V DATE 4-10- 14 IRA WING NO 8175BASF 1EET ] -OF 1 __A21 luminaires SPECIFICATIONS 'FN algi EHOSCRI ION BY The'i styled Iurnlnalre 6hau cnn9sr FEATURES & SPECIFICATIONS are decorative luminaire b.se with un ANTIQUE inleged glob. hoWerlbail l housing an,f I on acorn shaped globe. Rmtlugz�eLYlummwNpnroroolaomrpammmslaenvaHnJ .....a WMimirmi DIMENSION$ _ has", d n n, call be.1d tailed on ,in kpage. ,n,Nwxli ,r humwem onatia, L1 als III bin MATERIALS 1AMP O(fIl(. 11AMP, RATED WMENSpAMP: It000 The I b b ,do,1 nbuou, a9d 1413'm Oil holder shall he e he Ivy wall, copper z1fige- he'm rJ,Iaam. ISZT guar 3s.... IF hare, cost duminum produced tmm 0.0 0utdoar General Purpose Hed ASIM 356.1 longer per AS1M Ea1]9 -95A o 2 or ASTM 821 forme d hue to the pattern iegres mI. zs6Al with Complete detcl. Globe trier at shall r OW PIC be clear teeLred a tyre (standard) with clear ex'ured polycarbonate or white. Lex t tared pdy0'rbO et. as optl n , roarral Econ or Flui NONCUTOFF cbacNrs shall- Go oslllcate gla rid T (1 li,agehall Lot, s IiraU inh A me.11 pay. 0,ficand h lalshallb "It alaml un. '� WALL PACK(UBE oted top s spu 1 durrinnor, and ckni } live bandng is bgrc All hardware dial[ 1 .EPSOM eStoei. Alle#erlorllardwOre ° shall be tamper re nanl. 5 IN ;TA TI N 3 lh l } I LOCH 1.113 0.D.xe• to II' Il4 gins S kas19 b6f CI 11 'll e 9 ml a1 e base h Ilmounto a 825 OD I the U gl.bM hdfl 1 - f to the l minalre by 939 dN° four 114 or a3 k I5 seraw, line redlial Cur I: k bly Ia11b f3 shedwth- I k 1 .rl'A S 46] mo° and In L.. kl.t II irr 10 . lh b II i p l t, 1 II be o f by I ... e- gc HhurrIC s 4N] xA• FEND I finish Oe.hconong ad rOrhaOs ( See F h " a.,fien i in Cntpla, LIGHT 5OURCE A21 Wnnodes ahall be firr ed wilh on If U. In III old Socket assembly. hLunalre 1 B6I 1 Mall be UL tilted and labeled as suitable for wet locations. Soppels shall be glazed Porcelain m.,hl C, nudlull Done with a copper .11.y br,fel plate 1 - shell and < ve cool t. Ballast sI all be are and <1 high P g Ting or A: m CERTIFICATION lIK ) eq I. i .1Ur- LallCertpy n PM her of 3 %.I Ingot alloy _ Upon regI 1, ■ -V'H ra t 1 ",., tioll fiUpply ULflek and r.swH ANTIQUE r zB k Street Lamps paA LF Po3 L ah 1i R ,)91.1 gep1, 7 11 LI Bra Lair -I n enAWf ifrenOANea11Mm1 mIylAwe man leptlexFid "Aelowa yoruNanJOmN n ,rlA al x milg s3, UgIfB Low, srai In ­a nC d ofrimanauJera 4' oener Amin innmrare wiring xa re"Bas ria lwrr W, M - N J:410p <0 W1h &3)A (L? ii Opr,]- 13/1611911 we", O61A,u 4aM1 I�I — 1 v I ai r°lo —w r4�,m.mra °WP: NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. A / WEH HU/V APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. A211 Luminaires 4 in I If sir GI P, Exi wee OPTIONAL ex, as (.a r Laid, 'r, Irst Its, 1, orn Free sacker WM INAIRE Is' Tjjj�,,����� 1 --- H1o. BOb.leomnM1reru..(raerorvl'rewle,d) f3A$f�$ W )[ 8' CattNmErun Ercbsetl gObsl HOrslp T�BY K Y_. E -ebb D. g- D. 9.15 -.0. +1 EU 11'St" ...... own 1. IFlrobalo ox del qulED osug, b ' IJI2 JWM�I"AIA1�dP' -c Inu rruz, H.rmblrd m:t to:rowM1 toruerr�epreem 4 -O 41111 sic I) gCpc n,� (6) 114eACke 531Yrew5 _. .. �- F30o.3 Irron 8 9 a. � II• _.. r l Cm Aq . inearrOtteent.lAingui P W 1 C I M C iA1mM Doc, ndroo aso.D dvo. d'o.o. — [[[ TwaHO'4Pq aconhol(RIJ (D it w lw61YOa4 Rcasc ock (Rq) 2,8' lad' a 1 s ,vrreN Caae 01624 amps m. cue oP%el`�i T N qU 36'OD, all 4 -D. ttrSiMJnatNOnn SOU. xa' /monreg "'i'lo -by Opasef!„MfM'%rol [ rmRW(py). rn[ryr1Y..+xrlM1µ SOMAl1FnWrno OSaJ EKING INFO(iMAEION E rNe A21A]SH MED ACi GR5120 ANW FEW n^ W o nz L1 @ � AL __G 0 LSerIIJ Watt gar /LOmP _ L.DISMbUXOn V(ptge Options A31 A 5IF MEO 120 ANBK Fee A21 AU ]SH MR : GRS a 208 ANDS A21 R' IOOH ME0 GR3 a 240 ANDG are F A21'C I15H MED IBIS n ev 2]] ANVG en AS A21'D SOM MEO 3d] ANPP rM NEW na A21.E ]aM ME0 Le Mnl� d80' CM 'crmwm PEB2 'm itin,nn EMI-111 cearokle, Ise, A21 K LOOM MEp n M iB CSsi:f PEIY ra— A21 L 150M ME0 AM ry,. nl p21'M 1]SM MED PCt PE1 au A21 N E3 A 21 505 MED Kerma PWr A PEd AW A21 iQ ]OS MED yy PE) ..,n a x A21 g 1005 MED AM W d2 PI MED rz.ou�a a r..a "om r M w wmr memo. F SF 11 e.r...n _ X ,,°AL- .wwr� _ ANTTOUL SOr Lamp y201�14 Ad lues(M3 `'ax 'FN algi IfA'L1ia L/GwT//VLi BY culCuifyBrands FEATURES & SPECIFICATIONS PER CITY MARK —UP ANTIQUE mRngni I Me Pa 600 Rmtlugz�eLYlummwNpnroroolaomrpammmslaenvaHnJ .....a WMimirmi On _ CONSTartS10N POSITION. ,n,Nwxli ,r humwem onatia, L1 als III bin 1AMP O(fIl(. 11AMP, RATED WMENSpAMP: It000 Mw ehnrAea 1413'm 1A6C'. 150 z1fige- he'm rJ,Iaam. ISZT guar 3s.... IF 0.996 0utdoar General Purpose I"xLdF, 11. yini meal An" bmo rnenner o 2 Ti VALUE: 38 (BF= I) iegres mI. zs6Al r OW PIC "Ne 111 2,7210 AT HORIZONTAL ]2.5 ", VERTICAL Is, 5e Pin and MM mA v fear' LI i Econ or Flui NONCUTOFF FIFRgI@ h IDW METAL HAlI0F ', A me.11 pay. '� WALL PACK(UBE no,wNe bna, ii in wit, WIL, 1i r a,rm I� , Bra Lair -I n enAWf ifrenOANea11Mm1 mIylAwe man leptlexFid "Aelowa yoruNanJOmN n ,rlA al x milg s3, UgIfB Low, srai In ­a nC d ofrimanauJera 4' oener Amin innmrare wiring xa re"Bas ria lwrr W, M - N J:410p <0 W1h &3)A (L? ii Opr,]- 13/1611911 we", O61A,u 4aM1 I�I — 1 v I ai r°lo —w r4�,m.mra °WP: NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG. A / WEH HU/V APARTMENTS NE 114, SE 114, SEC 24, TWN.17 N., RNG. 1 E., W.M. A211 Luminaires 4 in I If sir GI P, Exi wee OPTIONAL ex, as (.a r Laid, 'r, Irst Its, 1, orn Free sacker WM INAIRE Is' Tjjj�,,����� 1 --- H1o. BOb.leomnM1reru..(raerorvl'rewle,d) f3A$f�$ W )[ 8' CattNmErun Ercbsetl gObsl HOrslp T�BY K Y_. E -ebb D. g- D. 9.15 -.0. +1 EU 11'St" ...... own 1. IFlrobalo ox del qulED osug, b ' IJI2 JWM�I"AIA1�dP' -c Inu rruz, H.rmblrd m:t to:rowM1 toruerr�epreem 4 -O 41111 sic I) gCpc n,� (6) 114eACke 531Yrew5 _. .. �- F30o.3 Irron 8 9 a. � II• _.. r l Cm Aq . inearrOtteent.lAingui P W 1 C I M C iA1mM Doc, ndroo aso.D dvo. d'o.o. — [[[ TwaHO'4Pq aconhol(RIJ (D it w lw61YOa4 Rcasc ock (Rq) 2,8' lad' a 1 s ,vrreN Caae 01624 amps m. cue oP%el`�i T N qU 36'OD, all 4 -D. ttrSiMJnatNOnn SOU. xa' /monreg "'i'lo -by Opasef!„MfM'%rol [ rmRW(py). rn[ryr1Y..+xrlM1µ SOMAl1FnWrno OSaJ EKING INFO(iMAEION E rNe A21A]SH MED ACi GR5120 ANW FEW n^ W o nz L1 @ � AL __G 0 LSerIIJ Watt gar /LOmP _ L.DISMbUXOn V(ptge Options A31 A 5IF MEO 120 ANBK Fee A21 AU ]SH MR : GRS a 208 ANDS A21 R' IOOH ME0 GR3 a 240 ANDG are F A21'C I15H MED IBIS n ev 2]] ANVG en AS A21'D SOM MEO 3d] ANPP rM NEW na A21.E ]aM ME0 Le Mnl� d80' CM 'crmwm PEB2 'm itin,nn EMI-111 cearokle, Ise, A21 K LOOM MEp n M iB CSsi:f PEIY ra— A21 L 150M ME0 AM ry,. nl p21'M 1]SM MED PCt PE1 au A21 N E3 A 21 505 MED Kerma PWr A PEd AW A21 iQ ]OS MED yy PE) ..,n a x A21 g 1005 MED AM W d2 PI MED rz.ou�a a r..a "om r M w wmr memo. F SF 11 e.r...n _ X ,,°AL- .wwr� _ ANTTOUL SOr Lamp y201�14 Ad lues(M3 NO. 'FN algi NUTLOG: A21 15M 0.[PORi (=AT DOG: A2115DS GR3 BY culCuifyBrands WSUED A1/311 0107 0455UCOG4 PER CITY MARK —UP ANTIQUE A211205 FAEAL'G tl: AZIISOSGR3 I Me Pa 600 LIIf41NATRF ACORNWMINA E G RAC10R. _ LAMP CI FAR LSOWATTF HIGH P flESS UR[SOHDRUM, VE0.RCAL895E DOWN POSITION. Bask Li ht BL 0 -w ^- B 1AMP O(fIl(. 11AMP, RATED WMENSpAMP: It000 13631m 1413'm 1A6C'. 150 0.916 0.996 LUMNOUS LUMINOUS OFENWG UHtTICALCYa1JCEft(OU: 19.0,1 ", H'. 23 '] Scale- Mex LCS % o 2 Ti VALUE: 38 (BF= I) (1 Darted L'%dI 336L5ny 21°4 TER CAI FGONV: CECORATNE POST TOP 111 2,7210 AT HORIZONTAL ]2.5 ", VERTICAL Is, 5e � V Econ or Flui NONCUTOFF U W "OAOWAY pASi MEDIUM, TYPE IV FEEICEPhy 79% O Frantir Crai Fatirbutlon Esefaotoanale that 2bli 19°• Dr. 16° °150• ED. 4 1 z 1 A 1 a 4 5 V 3 za33 nA• b6f Late U 939 dN° 2 46] mo° Pat 4N] xA• 933 ( / V- Err 1 B6I 1 P Sq A: m ■ Max stir ]25 ° H ■ -V'H r.swH r zB k 1Fa ■10& 1i ■.k 2 0 E ■50 %Marx Cd psl arce0 ants of mOWN hei;[(IDRJ Max (d NAVAL PCOF UMEARIC TOOL 1246 LOP RIGHT 2014, ACIIRY PAACtI LIGHTING REPORTED PV@ CALCULATED FROM MANUFACNRER'S DATA FILE, EAGEAL ON LEI LIAIL101/ VIsuAL PHOTOMETRIC TOOL PHE lMwutisuN"3q,Ca Wk MID TtCVe 'Maul" par 127df PAGE IOF4 114 Y2412014 Ab ISOSGR3 OUEDDOR 2115M GR3 CREPORT �<gCUityBrandJ. (ATAI➢G: A2I r5OSbt3 tea ceaoh M. M1n ].1% Idea 00-90° MILL, I. 496 ID21me• RH AO 9p^ Mn m z9s RH Or 80° NO. 'FN algi gee A^ BY luz.n he 910. PER CITY MARK —UP IM BM 10-60° I Me Pa 600 th1. I°49.31e tang 66% Bask Li ht BL 0 -w ^- B FntWaN LRIH 13631m 1413'm 0.916 0.996 � Scale- Mex LCS % o 2 J (1 Darted L'%dI 336L5ny 21°4 UASUgr] V6UAL PHOTOrr TOOL mlp'.IN.w..HSrw -x. curvet 'vulameo-icurvnlaeraultaslM�l,> =tea PAGE 3OF4 N4 APPROVED FOR CONSTRUCTION BY: DATE: - Director ofPOblfc Works APPROVAL VA L/THOAO L /GHT /NG' FEATURES & SPECIFICATIONS INTRIDEBYSE Pohl whari It radar 1,1 risen Orin I'.' ani Intra,da I hot alownin )LIAi nun &m rogran. A 4 a M ,t Y n B k W d Tempi g6 hbar sou'rall yM in riuritcoatire of Dan ant i eeN4lgAu e rhIste mpming xnisle mil VP d idea en NumAOOe3µge mows ELE<INILAL Roo 'IM' MMI dae"FV5 AIN IWW MN.WdEEd na°tePh p WN .1 Man .. L A 0 a R- y (,1 y mnEallaruartaA% dwoh nLIN goon, ad W°W IA N.Mgl seer. L15IINC INrtareerai PR@rrfnbu III I I heafu-ereI na,. WARMI f d hLowin I ring 2 n T9 elrAOl aelm,n mudrne kel IXM1 a rru %ecsxr mgewlleu o ¢ OA°FAIN41Af ANAIA9AN CAraratte Seleet Flood Lighting 50 -15OW Hgh PresrineSethum VP IV480WReal Halide IpI ( n ( L��Irsl 1_ �1 ` 1 Illlyq j IIIL J I ss f5°ISx Naoo qg°M ynallM rEl� r.h Lm E� la[sl - rixl 4ltlimvm,nnpn4m mmrv. RSP10°Mer.. _._. UtlIE W M e n ro -- - -: Y _. _.- sqw S won An°M w f° I I axe b m , r BONT3AONA SELECT, JAW Men I REVISION BLOCK NO. M Ligxidde a BY 1 MWa PER CITY MARK —UP GJM LOLL.mp 3 -19 -14 PER CITY MARK —UP _ 1 al F. six Z an _._. UtlIE W M e n ro -- - -: Y _. _.- sqw S won An°M w f° I I axe b m , r BONT3AONA SELECT, JAW Men I REVISION BLOCK NO. DATE DESCRIPTION BY 1 1 -22 -14 PER CITY MARK —UP GJM 2 3 -19 -14 PER CITY MARK —UP GJM Z Q � o 2 n 1.CC.,w,on1xne n I mee v n . m ml,u„ nggnL 6u N - P; Ail JOB 8N1UM13ER n to to Z �1 C, V 03 as, W] l� 1rJ S Z a O m O E's, (j C C M j 8 n V V/ V v m C 6 W U V Z /u0 tilt` t0 J 1 Ld Q V ^z_ 1 J DATE 4- 10 " -14 DRAWING NO FLP2 8115BASf SHEET-2 0 N � I I Z Q � o 2 J � V U W V O Y S 1c) V C) U n to to Z �1 C, V 03 as, W] l� 1rJ S Z a O m O E's, (j C C M j 8 n V V/ V v m C 6 W U V Z /u0 tilt` t0 J 1 Ld Q V ^z_ 1 J DATE 4- 10 " -14 DRAWING NO FLP2 8115BASf SHEET-2