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HomeMy WebLinkAboutLarge FormatCITY OF RENTON CONTROL NETWORK VERTICAL CONTROL DATUM 3RD ORDER, 1st CLASS NAVD 1988 HORIZONTAL CONTROL DATUM 2ND ORDER, 1st CLASS NAVD 1983/1991 20 10 0 1111111 20 40 60 SCALE IN FEET SCALE 1 "=20' CEDAR CEDAR RIVER KEMOJE 6K1(-K JFKUCTUKE +I ,vT END OF A"�ONED hTaRl4 LINE I I PLIJ6 EIJGh OF A(3AIJDONED 7�oRM1 I I 6EWEV LIQE ON hIDE OF II NEN FLMD W Exy;T r xEKY NEW Icy" FL:-PrEK 14PL4E NF-r F-,JD OF F-`c Ir`p IG IC" hTOZK "Er_ EG-_H OF RLVE�' Exl�>TIIJc� C�i;it/t��/ KEµ04 c-ijt7T,rIG -tTJQE-- hIDENALK BEPJCl1E6,TV40ll fl1i. -NEW Qc11�1FOKLED � FlA9D L- �,�vJGt/-T hIDEWF•iK tiIpEYVP.I.� � ,l.�Lr+ EXITING f-� !b rJ dllEG `,,TOKM LIlJETD KEMAJN II I ! - -- IN<kLL KIEW 7-IM I CATGN D3 ,61Q ATFX14Tu1G STORM it I WATER PIPE LIVE -4EE DET_NL. EXI-TI IL" Lk=WT T/ -E?A Lj •► �• e. p. �z rzE►nA1u + ( II OLD CITY HALL BUILDING EXIhTIPJG STOKM hEVw Kp+lNOLF PKEp DKl=Jr� II ,ii I ' <X1iT116 Itl 7J,J! fiNFY LINE 1 � /� --EXIhTII� 4'Q�y►.� L,hlc N�v►•L.JE MI j ���«:� � xr-.�" -6.9 TOE PARTIAL PLAN 9 N. . CORNER OF B BUILDING -8.7 WATER EDk_:�_ SCALE 1'= 5'-0- 29.5 TOP 28.3 GROG 30.5 31.9TOP TOE C E D A R RI VE R 9.1 WAT r - ?9.7 TOE TOE 32.0 TOP 33.5 TOP TOE -.fER LEVEL AT �'�L� END 2- _. ,., 3/17/99 _ - 31 .9 TOE C T L= 2- _d) I IflTL 3 TOP F FLOOD WALL DETAIL 1 TOP REVEAL DETAIL 2 I/ FACE REVEAL DETAIL 3 DTL 2 DTL 3 'EVEAZS (-1�?.a0Tu�ID�i� F--- �INFD�E c41�1GKEYE` i=1.�p cotiTKcL_ L_ 11 I I 1 G1�E �i��lOfJ �OIZ �I 6f-'DU►JD Liulzi�`I�GE �i KEI Q FOrG I f` (S It II d q I I .I 4 - - TYPICAL ELEVATION OF FLOOD CONTROL WALL `'?.3 WE �..r� - - ; /17 99 33.3 TI_ r ��% . '" 3 �.9 TOP �.�,TER LEVEL AT E;',�T END 3:�, _ I / �� �� _7.6 ;, 28.5 33.5 T ;c �� 28.6 WE 4 `15.87-BASELINE - 2y.=>- 35.1 T0F , �f` SDM, 8 =;u.0 30.3 26.8 26.5 26.2 27.9 29.0 WE 37.12 E -' ����� RIM 1 28.9 WE '8.9 WE �8 ,� 1 29.7 0 - 1_ INV 14 _ i I.47 30.3 0 5 30.7 3'2. 1 8. , r �8.8 WE L 31.8 31.5 2 , 29.0 28.9 31.6 - - _ 1 8.6 32._ �' - 29.6 29.4 28.9 WE �.�. 28.4 _ INV �� �7 31.8 31.6 ^� 32.2 29.4 29.6 31.6 29.2 WE � WE INV 6 32.2 33.0 ��.�- 29.3 29. - Jr_ 33.2 3 32.2 31.5 33.0 29.7 - 7 - BOT = _ J 33.3 32.y `� 2.3 3'.0 .;_. � 32.4 32.2 31 .5 31 .,� 33.3 32.2 _ ^ 2 .�- WATEr � 33.3 __ _. ��. 33.7 3�.0 3�.;_; 33.8 31 .7 Z - 3� 1 l - __ vVE -, 31 .8 31 34.�' 33.4 35.50 „ = : 33.6 �� 34.8 111V 18 CMF� -' _: _ 33.9 33.0 3 ,.0 _ - TEL ,I� 1 r 34.7 _ 4.4 34.8 _ .. 33.8 33.4 33.2 33.3 36.77 33. '.5 I : ( 35.0 34.9 36.2 _ T.1 34 6 _ J 19 35 0 INV F ✓C J 3 _ - _,, �';oi71 LEVEL j 36.03 36.1 1 c. 36.29 -- �7.01 I � 3595 36. 1� 360 _ Ul SECTIONoo + =4_..0TOPU 9 NC„SEIO�• >> �TRUC>-URE '.' .. 30 - --- ( ,�. S NAD I1 ,S . - L - - - 1 i - r I i 1TEf , _. r - - - - ' „ o� rrd-- TYD LT- CANTER „C1 .�RHUS TYPHINIA (2) - _ _ ., 54__N E'�ti' IbFLAPPEX VAILV5 )PINUS BANKSIANA (__ + ' �24"CONCVERTICAL PIPE ;; ; YDLT ?TW ��T J L-N � �> 2 7 '�0 41.8 W/CB GRATE 3 5AND VALVE 1 UKE8. .`� 'Q u+� / '- " N CONTRACTORS WOR RIM 34.97 TBM �� + , +► B � PUUc� N Of i�NDONIrD / �, ,. , AND STORAGE AREA 2 ; „� �,TD�'h �� E� LINE ��F.► EPCN18J-L� �lAu . / 6D ! TE�1FbI� �Il___TFK FEIjGE1-i CO -1 aD �-fUC_FJW Wank LIMI�T - COf�tC , + ? I PLAQUL_ '��-�'^'TALL_ NEW T"PE I GATcI I �ahlu, NITA ZIhEiZ� C.T.GRATE OVEN.PLATANOIDES DISSECTUM YDLTt TILIG 18', "oKK DKNW LIQE -SEE DETAIL 8_It I TEw I 1 , - - - -, ExT�1D Ni Yw f-LObD WN-LE �+TvBEI,c"H - IfJI� f?0agaxY wL-LiL w NEW 4 TNIGK CDWC, `2ID9WP,Lr,vo m PLAT �TcR ,4�:1D �T4KIM U�1� -f0rTOLD CITY HALL BUILDINGI�F_W1 E 5? IK7TII GUI WUE�L \ --.IN</iDE 0��I _._,�o4,ToP P�►D PAierikL. k Fsp- ,L_T hEl-OGA GATL a� - -�I, „�. c T �r � T � �iN arco I DLT - " �' R I 3 m PL�NTE_r VE4I LDc..&M0►J DF 4" CoQG To �Df?/�.IN PIPELINE, coflf•1fGT To '' J' INV Ef��tv16YE FENGE AKDUfJI) ANTI 8t�'VG L!t'`I✓ P�1D C��1N�Cr_ �XK NG 8"PVC. L VIE IF t�t11f QED NV Nv TEL _ 4T 31..-.-]V ITT --UPG 5-4"CONDUIT - , - Flf,+_5 BANKSIANA (2) 0 18 I�l`�T7�LLNEW TYPE I �TGN �A�E�INWM & " PVC Gi I?� ��-KM-�IA� K -LIW2 -SEE-D IALXPnKjGr �;UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PSI_+TTED FROM A '; ��`l I S" SATE VALVE IN C,l)KFACE MouNn lr�!.)LT NOTE: ofCOMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA UI;AS FOUND ON SCHEMATIC DRAWING. SURFACE FEATURES NOT FIELD -rH16K P�PNAL-T(NkTCu a4ZACTIVE AND INACTIVE UNDERGROUND00"LOCATED ARE SO NOTED. RINGEL AND ASSOCIATES, PA DOES NOTASSUME LIABILITY FUR CORRECTNESS OF RECORD DATA. - KEMaVE >rxly �G Ga���ETCELECTRICAL LINES FOR SITE LIGHTS5P-WA4JP Ikq4-LL NEW -EST E I'IT1�1G TEE v.1D AND IRRIGATION SYSTEM NOT SHOWN. HAND -DIGGING (OR POTHOLING) OF UTILITY CROSSINGS IS HIGHLY CoNGIZET� LE\(aL 1 ukr_u * mom A 4 DNAPCEE RECOMMENDED. CALL 1-800-424-5555 TWO DAYS BEFORE YOU DIG. YWITN EX14iTING P&F;;'1 }ALT IN,-i'ku- NEW -'"`-e4 ►�ZpIrJ� To c;ITr OF Kr.g roN C I'v1H D KINuNTy EFTA 4�),A zDs NE 37.63 -- I`J�TALL_ TK�E 4 PVG-/,L EEVe,i �EL-avJ ���u�lp w;Tla FV-i_ED FE \JP`.,, TNFU NEw WwL -' IE AT EahT I:ND 0�jE AT WEST Jp ND ONE IWTaj T Er,, VcrjF`( SITE PLAN SCALE 1"= 20' Cx,6T I1�ATIoN. GP6T I�DIJ PfZAME �N D �RPT E GNU IzFpG E � I„�EQRED I lz" �Zlh �f? trG`T1DNh Kz MOv :FeOKTION of P_;Xl I c= STORM _ _ 12 F-IP1N< W IQ N1=W GP�TCI� _ IN EN�t.�1U - �xI�iTW� i '1TBRM wAT I ' PIPE DATE: 5-7-99 PROJECT NUMBER:10031 Pay E hs:cpoN = TYPICAL CATCH BASIN W TYPE 1 SECTION IIr F O tl „ Z W C�NcfzETE r3EYW�1.1 WALL ANDU. RaGK� O :z o � Iz 1 \l I D C.) �t v ;- I• •I - -- -__� .1 *4 IL"o,c. (LAP WI -TN I 3'GLEAK L_� 2" CIGAR I I I r- - WALL' SECTION AT END OF �Otl< WALL ( EAST AND WEST ENDS ) �I I, `i On � I � I I 2"C.LEAfZ - 0 o I; #4 G Imo".wA`( w I I I Iziv�v G V-/)U N D Il�:VEL IJ _ 4'-�" b I I Z'Ict-Eats (12.)45 601IT1 009 TYPICAL WALL SEC_DQN-(,,6,LANNII REINFORCING DETAILTYOFRENTON jUN 2 �, 1999 RECEIVEI �r �� l4•�.',7"nh7tSYII&�. ..r�..aa�„r,yWx.a,rr;..a O �l 3 z O W m O N a N W U Cc N z U O z Cc 0 U a_ U 0 x a SITE PLAN SHEET I FC-3 OF 4 SHEETS 1 I 35.3 2 /.tltl 35.0 Sa S 35.1 34 9 ;3.8 33.5 -M. i 35.2 0 WATER LEVE 36.1g 34.6 35.0 35 2 35.3 36.65 al� �/ 33.9 36.03 36.11 36.29 INN 8"PVC ;5.1 28.71 I K •ST UCTU TOE OF GABION (TYP) 35.95 36.a7 A 3 ;7 7'_ t, 23 i7.Ot 1 III ! z --- - EDGE RIVETE P. FILTER FENCE/ LIMIT�OF K / 34.0 �o -- - ( �q -- C _ _ _ _ _ tc� _ 0 OI GA©10 TYP � _ _ � 35. BTR E 79 C H -- THE ARE PRU USN ZE AS NOTED - - -37 NTE ml �i PLA YDL HEDGE Y11I_ if L T�UDED Ct�iB _ _ '_A_ - _6"5D 2^ PPSv 3"RHUS TYPHINIA (2) / PA PLANTER <- %` -` g CHAIN LINK FENCE J> CONC a2 �� N` CURB o , s E 36.52 SD 97.02 3 zc� I SAWCUT LINE CB T PE I PINUS BANKSIANA (2) 4 �RASS PLANT REBAR TONE WALL z O \ A S P H A L T TOP .41 p 24"CCNC I AND cAP OLD CITY HALL ' � `1s �� INV E s.77 " �o i N 41.8 VERTICAL PIPE I Y LT 5 W CB GRATE 6" BUILDING 2 '. PEA R K I N G L 0 T BOT 31 5 4, 8 38.5 AND VALVE a I CONC WALK II CONTRACTOR'S STAGING AREA 41.6 38.7 LEGEND RIM 34.97 TBM a IITE3Y n INLE 38.4 m 14„ 8 ACER PLATANOIDES DISSECTUM (2) CONC RIM 90 POW VLT POWER VAULT 6"SD 0 YDLT YARD LIGHT CO II CONC INV N 35.05 m TBM TEMPORARY BENCH MARK CI TYPE I P _ 3R CB CATCH BASIN PLATANOIDES DISSECTUM PLAQUE Y L RIM 5.62 - HAIN LINK FENCE ❑ WM WATER METER Q INV NE 33.78 4 PVC _ w I BAH BOT 31.6 11 YDLT PA PLANTED AREA _ -� SDMH STORM DRAIN MANHOLE ~ a r I z FFE 36.53 l - x BTOPEGABION SPOT ELEVATION w 0 m PLAN R \� ----- TOE GABION or m Y 0 I c�', RD ROOF DRAIN z oo YD 1- CB TYPE I R&C REBAR AND CAP Z a Lt�NTER �0 RIM 35.10 RHODODENDRON GOLDSWORTH YELLOW J s INV SE 34.31 43 BOT 3M1.03.55 TEMPORARY SEDIMENT & TEL T 4.. \LPG 5.-4"CONDUIT EROSION CONTROL PLAN PINUS BANKSIANA (2) WM 18"II 500 YEAR FLOOD PLAIN PER CITY OF RENTON RECOPD DWG DEMOLITION PLAN UII UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A OLD CITY HALL zII COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA CONCEPTUAL FLOOD CONTROL WALL PLAN NOTE' c0i AS FOUND ON SCHEMATIC DRAWING. SURFACE FEATURES NOT FIELD JIM PAXTON, CIP COORDINATOR " ACTIVE AND INACTIVE UNDERGROUND III LOCATED ARE SO NOTED. RINGEL AND ASSOCIATES, PA DOES NOT COMMUNITY SEVICES ADIAINISTRATION Scale: 1 40' ELECTRICAL LINES FOR SITE LIGHTS ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. AND IRRIGATION SYSTEM NOT SHOWN. HAND -DIGGING (OR POTHOLING) OF UTILITY CROSSINGS IS HIGHLY RECOMMENDED. CALL 1 800-424-5555 TWO DAYS BEFORE YOU DIG SDMH INV NE 37.63 10. The Contractor shall designate a person to be a TSEC Supervisor per Chapter 5 of the King County Surface Water Design Manual (11/94). The TSEC Supervisor shall be responsible for maintenance and review of TSEC measures and for compliance with all permit conditions relating to TSEC. The TSEC Supervisor must be available for rapid response to TSEC problems. The Contractor will provide the Public Works Inspector the name and phone number(s) to reach the TSEC Supervisor at all times. 11. Should TSEC measures not be property installed and maintained, the Owner may stop all work not pertaining to the correction of TSEC problems until TSEC is returned to the proper operation. DEMOLITION NOTES 1. Remove and Haul the following: • Chain Link Fence around Parking Lot & Gate • Curb in Parking Lot to limits of new work • 18' H Stone Wall Yard Lights - Qty 2 • Concrete Walk to limits as shown (hatched) • Brick Structure at outfall of 6' SD Line • Bench Footings and other below grade structures as required and necessary to complete work. 2. Remove and Salvage for Reuse: • Concrete / Timber Benches - Qty 2 • Rockery necessary for wall installation. 3. Protect all trees and shrubbery. Worts may require hand excavation around driplines of cherry trees. 4. Protect existing building. 5. Sawcut AC in parking lot in area of excavation. Remove wasted AC. Ensure sawcuts are along crisp, straight lines for future patching. 6. Refer to Temporary Sediment and Erosion Control Notes and Plan for site protection during this work. 7. Contractor is responsible for protecting the site from 26.9 TOE unauthorized public access during construction. 28,7 WATER EDGE 8. Post temporary signage as necessary to ensure public 29.5 TOP safety. Signage may be placed by the Contractor at the 30.5 TOE 2 8.3 GROUND direction of the Owner. 31.9 TOP 29.1 WATER EDGE 3.2 TOE C E D A R R V E R 32 33.5 TOP 2.0 TOP 33.6 TOE WATER LEVEL AT WEST END 2:50PM 3/17/99 28.71 31.9 TOE 27.6 27.3 WE 34.9 TOP WATER LEVEL AT EAST END 3:OOPM 3/17/99 29.51 33.3 TOP 27.6 28.6 WE 28.6 35,87 BASELINE 28.5 33.5 TOE S 29.4 35.1 TOP 3 WE 29•8 30.0 30.8 26.8 26.5 26,2 27 g 29.0 WE 37 12 BASELINE RI 30.3 30•9 28.8 WE 28.9 WE 29.7 29 IN 30.7 32.1 28.7 WE 29.0 28.9 WE 28.5 31.8 31.5 28•9 28.2 28.6 31 .6 28.4 28.8 32.6 IN 28.6 32.2 29.2 29.6 29.4 29.4 28.9 WE 29.0 WE 31.6 29.1 WE 28.4 29.2 WE 29.3 WE 33.6 IN 31.8 31.6 32.2 33.6 29.6 29.6 29.3 29.8 7 29.2 WE 29.7 30.0 33.9 B 32.2 32.2 3 �.0 29.6 33.2 32.7 32.3 33.6 32.0 32 4 31.5 31.5 31 .8 ? ? 7 29.7 31 .9 F 33.3 32.9 33.3 35.0 32.0 32.2 - 32.2 32.2 32.2 32.3 35.3 ZZ 7 � , ., 33.Q 33.6 3 .� 3 .� 3 � .8 34.8 32.3 , 32.i � 29•�' W, -1Y 33.4 35.50 3.�.4 33. 34.7 34.4 34.8 INV 18 CMP 33.5 33.9 33.8 33.4 33.0 33.0 36.77 33. 7 33.7 33.5 37 on 32,9 33.2 33.3 33.7 cn 33 27.88 35.5 35.1 33.835.2 136.2 0 W TER LEVEL35.03 36.11 36.19 36:�g 34.6 35.0 INV 8"PVC 35.1 35.2 35.3 36.65 all n 28.71 35.95 36.47 30.63 TOE OF GABION (TYP) 37.27 37.23 37.01 Ull - install new check valve on exst'g 8" C per spec. Verify pipe O.D. prior O �..00 EDGE ordedn ma B 9 !OF OF GABIO (TYP} 29 SECTION „e. RIVER g material!;. �� V - - i9- SE TSEC NOTES 1. The implementation of the TSEC Plan and the construction, maintenance, replacement, and upgrading of the TSEC facilities is the responsibility of the Contractor until all construction is completed and approved. 2. The boundaries of the construction limits shall be clearly flagged in the field prior to construction. No disturbance beyond the flagged limits are permitted but for installation of the check valves at pipe outfalls. 3. The TSEC facilities shown on this plan must be constructed in conjunction with all clearing and grading facilities and in such a manner as to ensure that sediment laden water does not enter the drainage system or violate applicable water standards. The TSEC facilities sho�,,Nn on this plan are the minimum requirements for anticipated site conditions. During the construction pariod, these facilities shall be upgraded as needed for unoxpected storm events. 4. The TSEC facilities shall be inspected daily by the Contractor and maintained as necessary to ensure their continued functioning. 5. The Contractor will adhere to applicable conditions in the Hydraulic Prujact Approval. 6. Any area stripped of vegetation where no further work is anticipated for a period of 15 days, shall be immediately stabilized using the approved TSEC methods (e.g. seeding, mulching, netting, erosion blankets, etc.) 7. Any area reeding TSEC measure not requiring immediate attention shall be addressed within 15 days. 8. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment laden water into the downstream system. 9. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of two inches. I. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO TIIE PLANS AND THE 1998 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. DRAWINGS INDICATE GENERAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS APE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE OWNER AND THE ENGINEER. SPECIAL INSPECTIONS 3. STRUCTURAL OBSERVATIONS: INCA ENGINEERS, AT OWNER'S REQUEST, SHALL PROVIDE STRUCTURAL OBSERVATIONS, AND WRITTEN REPORT TO BUILDING OFFICIAL IN ACCORDANCE WITH UBC SECTION 1702; CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS IN ADVANCE. CONTRACTOR RESPONSIBILITIES 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 6. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. CONCRETE 7. THE CONCRETE FOR THIS PROJECT SHALL BE CLASS 3000 W/ AIR. 8. ALL EXPOSED CONCRETE SURFACES SHALL HAVE A CLASS I FINISH. 9. UNLESS OTHERWISE SHOWN ON THE PLANS, ALL EXTERIOR CORNERS AND EDGES SHALL HAVE A'/4" CHAMFER AND ALL INTERIOR CORNERS SHALL HAVE A'/," FILLET. REINFORCING STEEL 10. REINFORCING STEEL SHALL BE AASHTO M31 DEFORMED BILLET -STEEL BARS FOR CONCRETE REINFORCEMENT, GRADE 60. M 38.01 V N 30.47 V W 33.87 V SE 33.86 OT 30.5 WATER i ELEMETI�`r VAULT 33.2 33.9 34.0 35.6--,- 0 TR SECTION 30 T ARE PR US ADEN SIZE AS NOT - - 37 NTER 36 6" 6" PLANTER L HEDGE --- - Q1..DL 40 38 -- Do =� '` Remove existing CB and storm line to east manhole and plug manhole as Seed all areas tU SOiI per Spec. y X y X X NEW FLOOD WALL See Details. �� _ , �,��� 1 " P P U ^ required. Relocate Type 1 CB as shown (I.E. ±33.5) and connect to new Extend new flood wall Into rockery per detail and specs. - New 4" thick cons. walk. See data i and ec§. - -a - -- - -� �- - =- 2 /� _ �f' 42 c� C S� Type 1 CB with ± 138 LF 8 HDPE storm sewer pipe (s-1.82%); rim elev. ± 3"RHUS TYPHINIA (2) I I o FT t �. w ac PLANTING BED - SEE SHEET FC-4-� I ai67r r Q / // I �� CONC 36.7. 5 z FE 36.52 97.02 l a;, �- Install check valve on exst'g CMP per spec. VerifyO.D. of pipe before O h�i 141011 �' RELOCATED ° O PINUS BANKSIANA (2) 4 BRASS � 6 OZ �, \ I' CB TYPE I ,4 Extend new wall into rockery. See detail. PLANT 9 p P y 0 24"GONGe. gab on All work to be c mpleted with hand tools. NomachineryorheavyZ / \' \ �j A S P H A L T ` �O �--_�__.�__ _ __________-_ _ - -Replace necessary to match exat' . ^�� equipment rmitted in River. U �� 6 �� Instal 4" thick con waft flush wit xst'g AC pavement. �� °� 41 .8 P section of curb as neces ry g VERTICAL PIPE Y LTPe 27 >� <<9 o i ^� W%CB GRATE # 6 Plug ends of abandoned storm sewer each side of new wall. 6 P A R K I N G 0 T 41 8 38.5 AND VAL4.9 Q II �q/ Install new Type 1 CB with risers and CI grate. Connect exst'g 6" ll ` 41.6 38.7 LEGEND RIM 34.97 TBM �- d jTBV downspout to east. Verify 24" conc vertical pipe Is connected to 18" CMP. ll INLE 38.4 POW VLT POWER VAULT 2 18" Connect 24" vertical pipe w/grate to CB with ± 19LF 6" HDPE storm sewer CONIC 6"Sp RIM 5.9 YDLT YARD LIGHT VC0II 14" pipe. Rimelev±35.5;LE.(18"NS<S)±31.24;LE.(6"CB TYPE I I CONC `�'`�`' I INV N1�1� 3'S.05 ! ���� Install w5"highcontinuousACwtwelstopcurb. m TBM TEMPORARY BENCH MARK I ECTUM PLAQUE RIM 35.62 I 3a - alnt and stall lines asahown. CB CATCH BASIN PLATANOIDES D SS I Y L PVC _ ____- parking a WM WATER METER INV NE 33.78 BOT 31.6 PA PLANTED AREA ll YDLT `, SDMH STORM DRAIN MANHOLE U U B E N C.10 Reconnect exst'g Type 1 CB (I.E. 33.78) to new Type 1 CB with ±42LF 6" r Y z HDPE storm sewer pipe (s=5.90%). ' " "''� g `� x BASELINE SPOT ELEVATION -�.ap,atS � .,r�.k n:. r, Hai n Ivy 8$ r' aired. W U I w \�- Install new Type 1 CB with risers and C.I. grate over exst'g 8" PVC storm - TOP G AB I O N � m PLAN; R \ " ----- ION w' O LliZ-100 , water line - see detail. Connect new 8 HDPE storm sewer pipes to east TOE GAB U ~ U I Cis TYPE I and west. Rim elev. ±36.5; I.E. (8" N&S) ±31.5; I.E. (6" E&W) ± 31.3. R D ROOF DRAIN L R&C REBAR AND CAP Z Q m -_ YD L NTER \\� RIM 35.10 �_ Install three 4"PVC sleevesthruWallbelowgrade- oneateachendofwall RHODODENDRON GOLDSWORTH YELLOW INV SE 34.31 0 n INV NW 33.55 and one in middle. Verify exact location with Engineer in field. 4 ` � U TEL 3 L _ BOT 31.0 V T 4 UPG 5-4"CONDUIT CONSTRUCTION NOTES PINUS BANKSIANA (2) WM 18 II "� 500 YEAR FLOOD PLAIN PER 1. Protect exxst'gtneesand shrubs from damage. CITY OF REN TON RECORD D'NG 2. Install new CB's according to City of Renton and King Co Standards. UI UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A OLD CITY HALL_ 3. Provide filter fabric protection prior to construction to all exst'g CB's/nlets NOTE: ZII COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA CONCEPTUAL FLOOD CONTROL WALL PLAN within work area. AS FOUND ON SCHEMATIC DRAWING. SURFACE FEATURES NOT FIELD JIM PAXTON, CIP COORDINATOR 4. Provide Link Seals or approved equal at each pipe penetration through 00 I LOCATED ARE SO NOTED. RINGEL AND ASSOCIATES, PA DOES NOT COMMUNITY SE:VICES ADMINISTRATION new tloodwall. ACTIVE AND INACTIVE UNDERGROUND .-I ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. ELECTRICAL LINES FOR SITE LIGHTS AND IRRIGATION SYSTEM NOT SHOWN. HAND -DIGGING (OR POTHOLING) OF UTILITY CROSSINGS IS HIGHLY RECOMMENDED. CALL 1-800-424-5555 TWO DAYS BEFORE YOU DIG. SITE IMPROVEMENTS PLAN SDMH 20 10 0 20 40 60 INV NE 37.63 SCALE: I"=20' SCALE IN FEET DEVELOPMENT LOFRNTNNINGr'N Eo MAR 1 J ' agp DATE: 3-20-2000 Z O r� W Q Z 0 Z W C 3 W 0 Z 0 Z �-- W � U O III- M I = z � o 0 Cn � W W J v n Z Q > M W W Q F- J J Z 0 0 O O U N F 2 O O U ~ � O N 3 Z O J u �. W O O J _j v Q Q W -' v �® L) of J 0 LL DEMOLITION PLAN TSEC PLAN SITE IMPROVEMENTS PLAN SHEET FC-3 OF 4 SHEET• !7F'D r'3it-- L. k_� I -J 0. "+ SITE 'P 1-" 0X)P?t-AiA l - l�AI Fi 2 ND 'T9_te T Li BEfLTY PP tzl� G0IJTKPGTOP1s VEN 1 Gl E 'PAd-K I NCB ,.64 J�� �D FEMA defined "FLOOD AREA" Area of 500 year flood; areas of 100 year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100 year flood. h , LD CITY HALL BUILDING 0 0' 00 MILL AVENUE SOUTH R O J E C T A A �..� NEW 4' HIGH COt ETE FLOOD CONT WALL W M�t11GIP/+L M qV QV� �P 9` y� P Al, AO 5\N 1.22_42_' IV___W_A_"rx- VICINITY MAP 47 29' 0" N. LAT. SITE ANALYSIS The following statistics include the area of the Old City Hall, Municipal Building and excludes the Library and Library Parking Lot TOTAL SQUARE FOOTAGE OF SITE 150,000 SF TOTA1 9^.U: RE FOOTAGE CF EX!3'r!NG IMPERVIOUS SURFACE 87,461 SF TOTAL SQUARE FOOTAGE OF PROPOSED IMPERVIOUS SURFACE ( minus 965 SF) 86,496 SF TOTAL SQUARE FOOTAGE OF LANDSCAPED AREA 48,375 SF BUILDING AREA ANALYSIS OLD CITY HALL GROUND FLOOR 11,764 SF 1ST FLOOR 9,511 2ND FLOOR 4,785 3RD FLOOR 5,776 4TH FLOOR 5,776 5TH FLOOR 5,776 6TH FLOOR 5,776 7TH FLOOR 5,776 TOTAL CITY HALL BUILDING AREA 54,950 SF MUNICIPAL COURT BUILDING 1 ST FLOOR 2,400 SF 2ND FLOOR 2,400 TOTAL MUNICIPAL COURT AREA 4,800 SF TOTAL SQUARE FOOTAGE OF BUILDINGS 59,750 SF TOTAL SQUARE FOOTAGE OF BUILDING FOOTPRINTS 14,164 SF PERCENTAGE OF LOT COVERED BY BUILDINGS 10 % SQUARE FOOTAGE OF ON -SITE WETLANDS 0 SF PARKING ANALYSIS MUNICIPAL COURT BUILDING 1ST FLOOR COURTROOM 66 - 4 17 stalls 2ND FLOOR OFFICES 2,400 - 200 12 stalls STALLS REQUIRED 29 stalls OLD CITY HALL BUILDING TOTAL OCCUPIED FLOOR AREA 49,164 - 200 246 stalls TOTAL PARKING STALLS REQUIRED 275 stalls OLD CITY HALL PARKING LOT 139 stalls MUNICIPAL OFF -SITE PARKING LOT 45 stalls TOTAL PARKING STALLS PROVIDED (- 9' x 20') 184 stalls ( includes 7 HC stalls ) LANDSCAPING ANALYSIS INTERIOR PARKING LOT LANDSCAPING 37,580 SF ALL OTHER LANDSCAPING 10,795 SF TOTAL AREA OF ALL LANDSCAPING 48,375 SF ALLOWABLE BUILDING HEIGHTS MUNICIPAL COURT BUILDING 50 FEET OLD CITY HALL 95 FEET BUILDING SETBACKS OLD CITY HALL BUILDING CD Zone Front Yard min 15' max 25' Rear yard 0' Side yard 0' \0 F- 0 w Q _Z Q q<<FY k�q Y SOUTH 2ND STREET ISTIN , �'V\ SO y�Py AREA � <k4 , 0- SITE PLAN rt^mCTC CI r%r%r% %ANA I I SCALE 1'= 40' NORTH DEVELOPMENT PLANNING CITY OF RENTON MAR 2 9 2000 DATE: 4-1-99 PROJECT NUMBER: 80038 N O W cc z 0 z W LL 0 H `. WWI .jv J a Q x �O UO a J o LL 3 z O W Ix Z O t— Q F- N_ _Z G Q LL) U W N O m M '20 0a U Z C — �- O to 0 U W a w _ J U EXISTING AREA SITE PLAN SHEET FC- 1 OF 4 SHEETS Joil try Z _L 7,w M�t�11CIFFat_ Q CDU�T 5L 00 � • t 3KD /7TRF!E:T /,6TTVA eo _1� 7 G0�1TKf'GrDP1� VE1� 1 GLE �PP.rLK 1 NG ,I FEMA defined "FLOOD AREA" Area of 500 year flood; areas of 100 year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100 year flood. QLD CITY HALL BUILDING 00 MILL AVENUE SOUTH 12 2__12' _Q" _W_ LONG_ VICINITY MAP 47 29' 0" N. LAT. SOUTH 2ND STREET SITE ANALYSIS The following statistics include the area of the Old City Hall, Municipal Building and excludes the Library and Library Parking Lot TOTAL SQUARE FOOTAGE OF SITE TOTAL SQUARE FOOTAGE OF EXISTING IMPERVIOUS SURFACE TOTAL SQUARE FOOTAGE OF PROPOSED IMPERVIOUS SURFACE ( minus 965 SF) TOTAL SQUARE FOOTAGE OF LANDSCAPED AREA BUILDING AREA ANALYSIS OLD CITY HALL GROUND FLOOR 11,764 SF 1ST FLOOR 9,511 2ND FLOOR 4,785 3RD FLOOR 5,776 4TH FLOOR 5,776 5TH FLOOR 5,776 6TH FLOOR 5,776 7TH FLOOR 5,776 TOTAL CITY HALL BUILDING AREA 54,950 SF MUNICIPAL COURT BUILDING 1ST FLOOR 2,400 SF 2ND FLOOR 2,400 150,000 SF 87,461 SF 86,496 SF 48,375 SF TOTAL MUNICIPAL COURT AREA 4,800 SF TOTAL SQUARE FOOTAGE OF BUILDINGS 59,750 SF TOTAL SQUARE FOOTAGE OF BUILDING FOOTPRINTS 14,164 SF PERCENTAGE OF LOT COVERED BY BUILDINGS 10 % SQUARE FOOTAGE OF ON -SITE WETLANDS 0 SF PARKING ANALYSIS MUNICIPAL COURT BUILDING 1ST FLOOR COURTROOM 66 - 4 17 stalls 2ND FLOOR OFFICES 2,400 - 200 12 stalls STALLS REQUIRED 29 stalls OLD CITY HALL BUILDING TOTAL OCCUPIED FLOOR AREA 49,164 - 200 246 stalls TOTAL PARKING STALLS REQUIRED 275 stalls OLD CITY HALL PARKING LOT 139 stalls MUNICIPAL OFF -SITE PARKING LOT 45 stalls S F- O U1 W Q J J 2 DATE: 4-1-99 PROJECT NUMBER: 80038 W O N W M z O z W cc U. O H A WI 4 3 z O z W M z O Q I- N Z G Q N LU U .r N F O O H Q z C X O U TOTAL PARKING STALLS PROVIDED (- 9' x 20') 184 stalls ISTING includes 7 HC stalls) AREA SITE PLAN SCALE 1'= 40' EXISTING ( LANDSCAPING ANALYSIS NORTH AREA INTERIOR PARKING LOT LANDSCAPING 37,580 SF SITE PLAN ALL OTHER LANDSCAPING 10,795 SF TOTAL AREA OF ALL LANDSCAPING 48,375 SF ALLOWABLE BUILDING HEIGHTS DEVELOPMENT PLANK CITY OF RENTON MUNICIPAL COURT BUILDING 50 FEET SHEET OLD CITY HALL 95 FEET JUN 2 "� 1999 BUILDING SETBACKS RECEIVED OLD CITY HALL BUILDING CD Zone Front Yard min 15' max 25' FIC Rear yard 0' — - �u Side yard 0' OF 4 SHEETS CITY OF RENTON CONTROL NETWORK VERTICAL CONTROL DATUM 3RD ORDER, 1st CLASS NAVD 1988 HORIZONTAL CONTROL DATUM 2ND ORDER, 1 st CLASS NAVD 1983/1991 20 10 0 20 40 60 SCALE IN FEET SCALE 1 "=20' < %f x / <zQ;f 26.9 TOE 28.7 WATER EDGE 29.5 TOP 30.5 TOE REMOVE rxVMIJG 6�IGK g(KUCTURE AT F W OF ACVaup9NED hT4KM LINT _ I I PLUG EIJDh OF A6AlJpGNED hlaRM 'I •615KV LIQE OtJ E hIDE OF NEW ruloD WALL Exil KcYKEF( �,,WG' T SIDEWPrK �lbM1DOtJED hTORM LIIJE Td REMAIN EX1hTIIJG STORM hEWEQ MP}.14-bL� PREA DKP1N PARTIAL PLAN @''N. �o,� �r�.l 31 .9 TOP C E D A R R I V E h 32.2 TOE 33.5 TOP 27 3 WE 33.6 TOE WATER LEVEL AT WEST END 2:50PM 3/1 7/99 28.71 27.6 28 6 34.9 TOP WATER LEVEL AT EAST END 3:OOPM 3/17/99 29.51 4/27.6 28.6 WE 29 4 35.87 BASELINE 6 29.8 30.0 30.8 26.8 26.5 26.2 30.3. 30.9 30 28.8 WE 28.9 WE 27.9 !� 7 32 1 28 7 WE CEDAR RIVER -- NEW 8' FLAPI"E(L VALVE OVEI; END OF EXIhT11G IB' hTOQM hEWE� EG�F of RIVEK' Fx19Ti1.1G �1�6bN'� REMOVE EXT�iT1FJ� STDI.IE WAIL 91D>'NALK, BEIJCI-IE5,7Nb LIGI-IT�i. NEW rZ IQFe7U_rD COtiY FLOD WAi-L 9iDE'Nntx is NA�u Eicl<TTIN� - IN<NLL l TYPE I CATClW D#61N ATEXI-IfIN--5TeKN\ WATEFz PIPE LIVE -�Ee DET JL EX17T106 Ll, ✓-07 -V REMAIIJ - - EXViTI1J�lo"C'.D.T�REMAIII OLD CITY HALL BUILDING Yx19Tl� ID"SY�QM yEWE2 LINE EXthT1116 4" DKA1,J LIIJE V/vALVE EXI�iT"IIJG slD�wnLkTo REMa,J 3ORNER OF BUILDING SCALE 1"- 5'.0" 28.3 GROUND 29.1 WATER EDGE 9.7 TOE 32.0 TOP 1.9 TOE 33.3 TOP 33.5 TOE 28.5 �)5.1 TOP 29.0 WE ,.7.12 BASELINE 28.9 WE 29.7 31.8 31.5 28.6 32.2 29.2 29.0 28.9 29.4 28.2 28.6 31.6 28.4 31.8 31.6 32.2 33.6 29.6 29.6 29.4 29.6 28.9 WE 29.0 WE 31.6 29.1 WE 33.2 32.7 32.2 32.2 29.3 29.8 33.0 29.6 32.3 33.6 32.0 31.5 33.3 32.9 32.4 32.2 31.5 31.8 33.3 33.3 35.0 32.0 31.7 32.2 33.7 34.2 33.4 35.50 >> 33.4 33.8 33.6 33.2 31.8 31.8 34.8 32.3 34.7 34.4 INV 18 CMP 33.9 33.8 33.0 33.0 36.77 34.8 27.88 33.5 35.5 33.4 33.2 33.3 1 33.8 33.7 36.2 n 35.3 35.0 35.1 34.9 0 1 WATER LEVEL 36.19 34.6 35.0 INV 8"PV(- ! 28.71 36.03 36.11 36.29 35.95 36.47 - 35.1 --TOE OF GABION (TYP) 30.63 37.27-, ---OP OF GABIO „= - - -- EDGE RIVER SECff��1'rA 4+ g_� . ) 29 _SE TION B .r _ i 'TPUCTLJRE r Ir ARE PRUNUSm E S NA D____ V_i ANT - - 37 �. _� �.{ 6 _.� HEDGE - 3 -36 - w �.DLT. _ - - - - 6 1 3"RHUS TYPHINIA (2) i, I- PINUS BANKSIANA (2) 24"CONC VERTICAL PIPE W/CB GRATE AND VALVE RIM 34.97 TBIM 3� PLATANOIDES DISSECTUM d 3/8,� 3�8 T. L- 2 V -pTL 3 TOP OF FLOOD WALL DETAIL 1 1 ��=i,ALANT TOP REVEAL DETAIL 2 18�"- r FACE REVEAL DETAIL 3 LC �I f2El IJ �D�G IIJG ;i 11 �; �I�- REVEt�I- Jolr.rT it --1----- -- iL-- --- ---- TYPICAL ELEVATION OF FLOOD CONTROL WALL SDMH RIM 38.01 28.5 29.3 WE INV N 30.47 29.3 WE 32.6 INV W 33.87 E 30.0 33.6 INV SE 33.86 31.9 33.9 BOT 30.5 32.3 35.3 29.3 WE, WATER >° 33.6 32 g TELEMETRY 33.7 �, , 33 7 VAULT 35.2 �'� 33.2 36.65 001 1 ,` v ' trl l 3.4.0 r 5 . 6 N SIZE AS OTED..O N C I 1 ..._.... __ 1 , 1 f i - CT f /� Y. rry n Y r r t r J - _ s = O � �"1 u 4 „- 4 8 � 77- R&C -� r r / logo SD (0(f p J �I 19 , LAP _ CB YP- �� 1 �� CXIhTI�i� oJT"aN � � � +I S H L 3 A P A T O P 6. 1 ' r E YDLT �� WPC-1.., hl�?cWAL1NC�IE�I �' 11 V E 35. 7 18, ,► r TWo' k6c �'.NT I -1 C- H7/;� 2 7 y 2.. a �� o 41. 8 Lt' � � rr �`3 � �`' \ �, B T 31 .5 l 38 .5 ! � 41.F 6 Q rt t .\ N \ CONTRACTORS WOR `( 41 " , B f'LU6N �F ABANDONED E 8. INLE AND STORAGE AREA - 38.4 2 1 8,f1 hT44� ��E �EIZ LINE Olv EPCI 1 _ ;i IM AV, 90 - h 14„ �1DE �'j✓ �Y� Wes. j j NC 6 D :. ; 7 ErK1Fb2�R FI FE�JGE ' , �, I CO NV 3� r o }U=J WDF r-L!Y1T C0 C t / % -4`' fzE !LACE S' L ,,�,�� WiPPALT C v� g i PLAQUE � `� ' �" N `�TAL L- NEW -TYPE I CA-T'C P 0 P� I IJ ' i' YDLT `- NITI-I �IhE�'� � C,T.GREaTE DVEIZ. � Q Y �" - - - - - -- - --- - -- -- --- , 'I \ ' _6 - �r,, ` `0 ExI�T1�16 18 � oKM D�AI►J LIME-��E IL 3 � - _ �__..__. ._.__ , T �` / ._�. -� UC �- - - __ _. _:-Y _ -><.-�-�-;�==�_=--�' fix,"END NSW `t1PJ-•.l- INTC• �K�Y Eacr'gt1D iRaW f:'LZ> WALL R() f _ BENCH ._ INTb FUCKEgy ! 11 'DL n w z ; FFF w I { , LLI 1 VIEW 4,� TI-I I GK COf\1C,',i w! �o ( t f m PLANT,-R I i i_Lj Elf �,�:w� -l; ,=,_, __ OLE, CITY HALL BUILDING : "�, z z m I �-DLTPLANTER '` j ��.� g `f j !1 I % VC4I LOCAT- IoN or 4" G iKkl , 17Taf�M � DRAB N PI F'_LINE , GOF• WF_e,-T TO �43 _ ��,�, �XKM N(S 0" PVC. LINE IF p�UIK5PTEL o 11V T `� -� 4 r �` = =_ `'`UPG 5-4"CONDUIT PINUS BANKSIANA (2) ❑ 18 WM {' o) m, r, ul i UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A NO--: zr i COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA Oil AS FOUND ON SCHEMATIC DRAWING. SURFACE FEATURES NOT FIELD ACTIVE AND INACTIVE UNDERGROUND 001t LOCATED ARE SO NOTED. RINGEL AND ASSOCIATES, PA DOES NOT ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. ELECTRICAL LINES FOR SITE LIGHTS Pt( AND IRRIGATION SYSTEM NOT SHOWN. HAND -DIGGING (OR POTHOLING) OF UTILITY CROSSINGS IS HIGHLY RECOMMENDED. CALL 1-800-424-5555 TWO DAYS BEFORE YOU DIG. SDMH INV NE 37.63 .L ii i r ; - " . 97.02 •' C " N EW 16 f LA1'P5K YAL.\lr ASSr, i r_ / Or SITE PLAN Q- /" �1 �O 28.4 28.8 29.2 WE 29.2 W 29.7 29.7 32.2 32.2 32.1 32.1 33.7 33.5 33.5 33.7 35.2 35.3 37.23 37.01 1 L gFMOYE �xl�-n► 6UO3 wuEI�L \ \ C \TP E I 41TOP AL AND P4-zTIa,AFif' NL._T RI 3 10 K5MOVEE 1"EN6E A.MfJD ANTI INV _ E 4. NV N -, T 31 . - jN�AU. NEW B f'G.AP�K VALVE �l`�TI�LL NSW TY PE I GATGN 5611/7IN W rTU gr;,FOs � 6 •I.6 EA"'TE DV EK- EXIy`11MG ._ 8 " PVC 4� D '�TOKM WATE K LI WW1 -SEE DETN L -NE`11 ,0," -IATE VF\LVE Ih 1 4,W_PlICE NlDuf`I_r-­-_P _ VPOUT ;E�1=MOVE AND IK'GFL AG 5 4-" -rH 16 K P�P4-IALT (NATC�1 AREA) K1:MOV5 1�xlKl(g 6Nr_r_ETC f!&Iw A4.Ip IkL NEW 60WCVETr_ hIP15\01K. LEV51, WITH �XI�iTING p6Pl-}ALT IQ'/7TALLTW_\[ Ie 4" pVGhLEE\VE6, P,ELJW GRDUIJD WITH hEk_ED EI�IDh, _rHl NEW WALL : ONEF AT Eah-r rND OQJ AT WE*T" r-Qp ,ND ONE iwThy CE�1TE�- vE�FY SCALE 1 "= 20' 1 XA�T I�ATIotJ• , CA`1'6r-4I I� F Lk:G J 4OL.15IN -17IDE -?Le. T& T W 5_11T 8" �G L_NF_ A4,ID �1JI1Nl=GT eF pKmKT ,ED �DIL It.��TALL NEV�1 5" N I G� GG'�Tl►�l1C�l� rdE7Ika�G C5KZ� M"E W uE5,L,1-'oF- I NoT�: • ptzD1"ACT �XIyTI �1G �"�E E� �I.1 D �u�ur� �oM aI.N paE • 114';Tk 1 NEW L41, N A�-� I N4 P o�zplNG To GIT`r oP K_arToN �l b KING � U �1 TY s�TAN pPyZ ps G PhT 14z0 IJ ��A M� AI�I D �IZAT E GiUfz�PGE �o IZIy R GiECf1D►J IF {ZEQ l ED 6 MA`f E R vIgEv }z5MOV : KTION DF 5_XI. l �TOIzM _ _ R P1P1Nz_�NtT'HItJ tJ1=W II �xI*TI►Nl� I 1vrr41F7_M WAT PIPE FrE6&.19E hEcT0Q TYPICAL CATCH BASIN TYPE 1 SECTION o � R>�fz GDNcRETE �ETw�E►J WALL- AND R4GKI�i ` I IZIVr �ID5- 0- �+ r l ��uN Le c. _i � 12-" �. (LAP WIiN TYPICAL WPPLL *v5e_IZ:' I 3"GLEAK L_, 2" GLf:AJZ L__ WALu SECTION AT END OF �PO :K WALL ( EAST AND WEST ENDS ) 0 i� _o �GL�AK wall I 2"GLEAIZ 4 C; 19, M . WA`( I� I � « RIVER Gilpt✓ I I �s � 1 11,E ,-zouND 0000 TYPICAL WALL SECTION REINFORCING DETAIL DATE: 5-7-99 PROJECT NUMBER:1003t Z Q W cc 0 F- u 1 O a a SITE PLAN SHEET I of OF 4 SHEETS CITY OF RENTON CONTROL NETWORK VERTICAL CONTROL DATUM 3RD ORDER, 1st CLASS N AVD 1988 HORIZONTAL CONTROL DATUM 2ND ORDER, 1st CLASS NAVD 1983/1991 20 10 0 20 40 60 SCALE IN FEET SCALE 1 "=20' NORTHING EASTING ELEV. DESCRIPTION 178,576.20 1,302,091.31 36.20 TBM 1 PK IN LEAD 178,597.47 1,301,997.65 35.39 TBM 2 PK IN LEAD 178,636.25 1,301,968.33 45.00 TBM 3 TK IN LEAD 178,414.27 1,303,318.53 49.20 GPS 1882 RENTON STD 179,492.19 1,301,298.97 39.39 GPS 1887 RENTON STD 179,000.50 1,301 ,854.61 44.56 BRASS CAP BM RENTON STD 27.3 WE 27.6 28.629.4 27.6 28.6 WE 29.8 30.0 30.8 30.3 30.9 30.7 32.1 31.8 31.5 28.6 32.2 31.6 32.2 33.6 31 .8 32.3 33.6 33.3 32 9 33.3 35.0 33.4 35.50 34.7 If- r) 34.4 -- - 34.8-� I 3"RHUS TYPHINIA (2) PINUS BANKSIANA (2) 24"CONC W/CB GRATE AND VALVE RIM 34.97 TBM PLATANOIDES DISSECTUM PINUS BANKSIANA�(2) 1 8" I WM 11 oil U NOTE: obi U ACTIVE AND INACTIVE UNDERGROUND^°I� ELECTRICAL LINES FOR SITE LIGHTS AND IRRIGATION SYSTEM NOT SHOWN. SDMH INV NE 37.63 26.9 TOE 28.7 WATER EDGE 29.5 TOP 30.5 TOE 31.9 TOP 32.2 TOE 33.5 TOP 33.6 TOE 34.9 TOP 35.87 BASELINE 26.8 28.7 WE 29.2 29.6 32.0 32.0 -Z _Z A 0 0 z = NO U W o Lu I N p z X L 00 w3= Q m< Q _ 0 t cf) c0 U �Q � N Qw� N 0 Q_ u cry aim Z Q w NU_Q Q Q F U 2 p r _Lj �� ►� ~0 J 0 < O lN � w o _ 00 CN rn 28.3 GROUND ��; ZO u- J Z J N 29.1 WATER EDGE Q H- w o V) Z 29.7 TOE �� �P < u �� � a mZ w z E D A R R v E R 32.0 TOP J�� o=� Z - WATER LEVEL AT WEST END 2:50PM 3117/99 28.71 31.9 TOE O F- w�►-- Of WATER LEVEL AT EAST END 3:OOPM 3/17/99 29.51 33.3 TOP �� ��� w wow o 28.5 33.5 TOE �� SDMH v - J Q m u: 26.5 26.2 29.0 WE 35.1 ^ TOP P �Q, 27.9 37.1 BASELINE RIM 38.01 28.8 WE 28.9 WE 28.9 WE 29.7 �� 28.5 29.3 WE INV N 30.47 Z 29.0 28.9 28.2 28.6 31.6 29.4 28.4 28.4 28.8 29.3 WE 32.6 iNV W 33.87 29.6 29.4 29.6 28.9 WE 29.0 WE 31.6 29.1 WE 29.2 WE 33.6 32.2 29.3 29,8 29.2 WE 30.0 INV SE 33.86 0 0 32.2 31.5 33.0 29.6 29.7 29.7 31.9 33.9 BOT 30.5 32.4 32.2 31.5 31.8 33.3 32.2 32.2 [3,5*3 33.8 31.7 31.8 31.8 32.3 32.2 32.3WATER r Z 33.6 34.8 32.1 29.3 WE (, 33.9 33.2 32.1 33.6 TELEMETRY 1 33.0 33.0 - .. ���� �� T r, y o u 33.8 4 -7-7 n 36.77 33.7 -4� -� 3�.5 ri F32.9 UPG 5-4"CONDUIT UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA AS FOUND ON SCHEMATIC DRAWING. SURFACE FEATURES NOT FIELD LOCATED ARE SO NOTED. RINGEL AND ASSOCIATES, PA DOES NOT ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. HAND -DIGGING (OR POTHOLING) OF UTILITY CROSSINGS IS HIGHLY RECOMMENDED. CALL 1-800-424-5555 TWO DAYS BEFORE YOU DIG. CB TYPE RIM 35.10 INV _)E 34.31 INV NW 33.55 BOT 31.0 500 YEAR FLOOD PLAIN PER CITY OF RENTON RECORD DWG OLD CITY HALL CONCEPTUAL FLOOD CONTROL WALL PLAN JIM PAXTON, CIP COORDINATOR COMMUNITY SEVICES ADMINISTRATION ( EXISTING ) PARTIAL SITE IWO091] POW VLT A YDLT m TBM CB ❑ WM PA SDMH x RD R&" G, LEGAL DESCRIPTION w V) POWER VAULT J YARD LIGHT Q TEMPORARY BENCH MARK CATCH BASIN WATER METER Q PLANTED AREA r2 STORM DRAIN MANHOLE BASELINE SPOT ELEVATION TOP GABION TOE GABION ROOF DRAIN REBAR AND CAP RHODODENDRON GOLDSWORTH YELLOW ALL THAT PORTION OF THE WEST CAE HALF OF SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. AND HENRY H. TOBIN DONATION CLAIM NO. 31 LYING EASTERLY OF THE EASTERLY MARGIN OF MILL STREET; SOUTHERLY OF THE SOUTHERLY MARGIN OF THE CEDAR RIVER WATERWAY; AND NORTHERLY OF THE NORTHERLY MARGIN OF HOUSER WAY AS DEEDED TO THE CITY OF RENTON BY DEED RECORDED UNDER KING COUNTY AUDITOR'S FILE NO. 3069040, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF CEDAR RIVER WATERWAY ADJOINING; EXCEPT THAT PORTION OF SAID RIGHT-OF-WAY FOR THE RENTON PUBLIC LIBRARY SITE. ASSESSOR'S PARCEL N0. 000720-0050-08 DEVEc{` RjjNTON PLAN SURVEY -*SCALE 111 � 1999 201 ,)UN�Z REGE ,vE Q I n _j ON z 0 O I- ~ O Z _z LiJ V) Q (L U z �- O I- z U w ry I _ V) �- w O U cn > w W z V) Q w Z o � N U SHEET FC-2 OF 4 SHEETS 6�XM-r/"6 &Wq,#C6D/� TD Re ffifill) s"'�__ N::;)J��TI-I "E of 13UILPING KIL,�TEK / 7 1- 0 ji r WL-0 Tk1,> p1M. NSW KEIQF1 :o C4K1612ETE FLOOD coNTKaIL- N - f�►J PRDv I P E W Y DLQ G ITY "At_.-L FLXIZ eL, i6.5Z p1c1�iTI N 45 �a GD M F'f� v F'F:DFIL� OF6E'rQND " —D %1 TDIJ DF �1f�Lt.� El_ . 40.2�5' 41 �- (z � MpV � 1=X1 DTI STD N E WALL 8D YEAR -- �tzoTEGT ExI�TI � hulzU��Ef�Y FILTa� LIMIT OF Got�l�iTKUGTIOIJ j - I-- 41 = ?p LEVEL.39.8' -.i, 40 I 32. 2' - 32.7' 40P OVEN DI�iTUP D SOIL Plarl� - - - NoKTI �IGE of VIEW WALL _ _ -- 32 30. ► ' — h��GiI;GTI�N Fot� ��IIJ�oKGIN:� -- 29,4', Of�DIf,IARY NIGN WALIt I K LINO -I I I T T 11- - 28.710 N 3 -17 ii aMf�X -- - - - -- - _ --- - - - -- _ -- ----- - `'__. CEDAR RIVER JP` �W� ZOGKIP' p _ - - — - 27 -ExIyTIIJ� GiZDU1JD �E',JEt. �LEVATID�1� TO R�.IN ram, - � SECTION " A " SCALE 3/8" = 11- 0" LxI� t"LNG FVLG LIGHT — _ — — -- -- - -- _ -- --- — - I MPPN C--r-ITL_v` MOVE Ex NEw I��II�IFD�:GE C�NGeETE TT 71- Ott I�-o" ;I 17�- 5„ HoLD T I-/2 DIM. f QF WPLL L . <}c�• 4� I I WITH �m t'—"' H'Z 1T— LSL. %.45 t _ _777- _.- 9-5 A 6D M Fi'� I�7I_ 7„ I 80 FL 00P LeVEL -- r't'-rTf�GT Lx �iTlt�l� ZY —i.1iE�W TEMP& Y F11.-YEFL CLIMTT or e50K11;TKU6T1aQ) GOOD DVEK. DI'rfUf��ED hOIE - �,►. �� , �--- KEMOJ� Pa�TIoN O� �X l�l`r 1 i�.l G P� Pll-IrALT SCALE 3/8" = 1'- 0" REMOVE AND KEhET IZA�KEK`( �Jr l RT QEW FLDdD WALL nl✓\AI grin Itsr^,-7 -rn /-At 1/r7=-rC GI Anil .I i i /�p�PGEN-Tl Td WALL 1 N�'N CDNG�'_ET"E FI.-r,�G WALL ��DTIN� - I ►� II G��E WPLI. ��Cf-lvN> - AEI N FoKGII�J -- SNP Or FOOTI N G 0" FLAN VIEW - WEST END WALL TERMINATION SCALE 3/8" = 1'- 0" ( EAST END OF WALL SIMILAR ) I--EKNAt,1EIJTLY iEEMOVE EXIIMN� H�E- — FWTF-CT ExIhTIkICS THEE F:WM �AMkGE 1 - -NEW KEIIJFQtZGED col-jGe�TE FL.Qop W�Lt�7 II .A TOP &F WALL E L , 4?, 61 YEAR r-L o D 1-EV E— = q o. 1 —� - — _ —_.� - — ---- — -- - - -- 4c _-- - - --- - --- ------ -- - - - - - --- ---- - - ----- ---- _ --- 39 P�7GN P�PNPI-T I NE:W T�MPoRAKY �ILT�rz F�NGE gGly l JlQr= I ( uMIT ar c4KkTKuGT IQ �'E�o'AG`� u.11JE �'41 I� —.a lo - 74 I ti�� �il:G7-ION -Iv___ - - -- - --- °Jl�_�11J�PfT�I?C1C1'IL� �� oeDiNAKY NI�N wA� T-- �IATEfZ - - - - ill P rP,P - - - CEDAR RIVI PEDAR RIVER TO KEMAIN - Tivl,,1 SECTION SCALE 3/8" - 1' 0" �Y p DATE: 5-7-99 I PROJECT NUMBER:80038 z 0 z W x 0 a F z z W cc z O H N = z H � o 0 a U) N W w J Ix z <W W cn Q F- J D J _J 0 0 O cc O N 0 O z z 0 0 J U O J v Q a_ = Q U 0 z H_ 0 0 x p J a O LL. SECTIONS & DETAILS SHEET FC-4 Ij i OF 4 SHEETS °•� zz' 'r ` Np � �] -2 5 0 2� 2N' {L?Jz? Q c c = Z /.. ® — _... 9 _151 ( I I ( 24 : I I 24 i U c , , IO Lot 2 :'S � 23 4 23 4 .0. `zl2 ' f �.. I h iJ I - - - %- - - - - 1^ 25 21 W ® R 2S cc rO nI• 12.5Ac'. a 3 ED (p 2Y 3 _II t o" _ Q .oc. _ : • \ I'l{fp p i s - - • L1 1 ._.— oAP S t 'Zo 10 / !, /'�(, (A `�• \ ( III N.2 ` - —•f- 10 rT 7 6 � 13z '3 •12 - t13 rk ��7' L l ' 0 3 s-;_ r1j; 3 10 p II `����� .� \• / --.. '.l 11� .1 -Ilbl h11 iil `,S h, 12s II 773"waftft- - _ 113 �— �q I t2 110 95to \\ �' s\CA LUA- POST \� \\ \A R=8 L� P AI R N i N r, , O V I21 7 \. ic S /Si a i 4 R 10 / o tc r OP I scr 1 .o per. US I � ,2 III I: a i �� � • �� u CD, �%l t•+ .-„ �� SRO: ,tSS o\ ti �. o s �' ---\S -, 1 GALL GROUN CA' Lot o J0N �y9�\...,ti ' . ; ,� ��,,Q '�.\ !' 5 Acres PARK C ---- �� c I � —10' - - ®7itH I..(, ip1 , cis �o ^ RT Y PAR K h 1e� tifE \ T1.90 u.w RA ►� z ` PA / C COR 6 -- --- r , 2 3 :L v e d a r R I v r `I3 ' CD n _ Aj 5 Park Y IJ •IDAMS Q <10 Y 3 CDp� � �'T� CA. � O` IC /4' /�' V [ t� <o / j I - �\�- / o : j1"• •6� LCS210 IR ti ^21 211 W \ C 13. 214 z�3 212 4z �r1�' ` Z' 4 �/ COR .4, 21, --- -- v't uj C. r 220 �c 223 � r225 :4,� , 22S 22 -� RC _<<y1 2 C' i4 �' J �SD _2'6 2 _ PS f. R/6t/>Z wA` 30 z L3 I 17,•\ �I 3 1 13 z29 �230Y, g 13 i3l _ 8 ,r \ h \LTA ? 9 12 ` 9z3s II` Eli to 11 , N all ' r ; N �I1 �� — C� r I M M R=8 ` Q Ag c �1\ l '; I qll� 1°1"ki UE,K 9 rJy INTERPACE CO ��\ Z 306 2' �3 $I R=8 _� I y ylA-, j vl 9 Id 3 r i�/lS t 3 311 --- S Y RC om a 0 — - ' ' 13.2 res 327 2' •1 �� i 3I r329 3 07 :� r 1I — — -- , --- \ 0 YR 8 1_.1 \\ O "�--"TMKtW PARK 4 TH W S I -- , •� ,�� O O I Or 2--- ij 19 (D I 3 + .18E]al 3 '9 RM=U I b 1000 FOOT DISTANCE FROM PROPERTY LINE 7 14aa 7Ik�� I� IOI h� 11 -�.12 1 28----- 1 L - _ S.P 8 L CO. U C 4------e-- \ �\ v Mt-- -- -- -- t - J.V �� �� P5 z^ o I S. T 5 TH hJ/'�y t N f _ _ _ _ _ _ LM •� N ro [ i]To op x i9 h i i 2 I� l�. , 2 !9 s,s .I IY ®---a O `_03 ~ j?c� J, vl SOi •ll0 -_— 1 / C IS 3 IS ;-;zoo �318 o h 12 3 18 -- - - -- �� 24 I^ - \ ` To.t. r \ l S ' '\ T.L. / 2I 4 n a- lip 4 i'& B -7 j7� _ __ __' -��, 'Se' , ' t, �1 ,; , ,; -- - ".. C es I S 16 5,9 h clg S, ` ico.CT 6; t l k I OI ias trl I 6 ° I. \\ L e (S? I vl -- i 6 IS zy\� `-"'v 38 I stl ' © 6 IS Ell: Q ' 23 I szs h. \ ti _1 ' 14 f]9 7 _ 14 I--L �7 7 szo . 1 l4 5 5 - - - - \ $ 9 1-43 5z, N 8 S� 1. I 3 1� > 40 s 7d r ,z u7 � 12 sS3 , • '�� F^ 539 6G --�®� ® S FLOOD CONTROL WALL _L U-S4 r m J I—,z—� �O ¢r 0 100 500 •" o b� S `'h OLD CITY HALL SITE SCALE .../// Aft - NEIGHBORHOOD MAP °�co ISA S I ls�� NEW CITY HALL SITE " < AMEN �.,' .'I C�OFR rp�N �. ate' s 15 . NORTH JU FNTONN�NG " �'-Z 3 A`� COMMUNITY SERVICES ADMINISTRATION N 9 19 p G�Yt t IV' ' " N° JIM PAXTON CIP COORDINATOR 3-15-99 R�^ 99 A � O Z 8 AC. Tz '� n - --� - - i n g° (4C0�/J�1 --4LQQ4IJ= III s 12 -" , — a:z 6 IS as . az6' , 14 5 Q ® 9 a <�s • p to .1oN E'i PARS L - J 2 ND 5i9-EST C`�. r� } LIBE2T Pf�tzX- �- 1�Tf�O GOIJTIZ_� VENIGLE 'PP[-KIN(a 1� \ FEMA defined L Area of 500 year flood; areas of 100 year flood DATE: 4-1-99 with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100 year flood. OLD CITY HALL BUILDING 00 MILL AVENUE SOUTH �� V PROJECT NUMBER: 80038 NEW 4' HIGH CON ETE J FLOOD CONT WALL t22___ 19 0" w_ L N G- VICINITY MAP 47 29'_0_" N. LAT. SOUTH 2ND STREET SITE ANALYSIS The following statistics include the area of the Old City Hall, Municipal Building and excludes the Library and Library Parking Lot TOTAL SQUARE FOOTAGE OF SITE 15( TOTAL SQUARE FOOTAGE OF EXISTING IMPERVIOUS SURFACE 8 TOTAL SQUARE FOOTAGE OF PROPOSED IMPERVIOUS SURFACE ( minus 965 SF) 8 TOTAL SQUARE FOOTAGE OF LANDSCAPED AREA 4 BUILDING AREA ANALYSIS OLD CITY HALL GROUND FLOOR 11,764 SF 1ST FLOOR 9,511 2ND FLOOR 4,785 3RD FLOOR 5,776 4TH FLOOR 5,776 5TH FLOOR 5,776 6TH FLOOR 5,776 7TH FLOOR 5,776 TOTAL CITY HALL BUILDING AREA 54,950 SF MUNICIPAL COURT BUILDING 1ST FLOOR 2,400 SF 2ND FLOOR 2,400 TOTAL MUNICIPAL COURT AREA 4,800 SF TOTAL SQUARE FOOTAGE OF BUILDINGS 5 TOTAL SQUARE FOOTAGE OF BUILDING FOOTPRINTS 1 PERCENTAGE OF LOT COVERED BY BUILDINGS SQUARE FOOTAGE OF ON -SITE WETLANDS PARKING ANALYSIS MUNICIPAL COURT BUILDING 1ST FLOOR COURTROOM 66 - 4 17 stalls 2ND FLOOR OFFICES 2,400 - 200 12 stalls STALLS REQUIRED 29 stalls OLD CITY HALL BUILDING TOTAL OCCUPIED FLOOR AREA 49,164 - 200 246 stalls TOTAL PARKING STALLS REQUIRED 275 stalls OLD CITY HALL PARKING LOT 139 stalls MUNICIPAL OFF -SITE PARKING LOT 45 stalls TOTAL PARKING STALLS PROVIDED (- 9' x 20' ) ( includes 7 HC stalls ) LANDSCAPING ANALYSIS INTERIOR PARKING LOT LANDSCAPING ALL OTHER LANDSCAPING TOTAL AREA OF ALL LANDSCAPING ALLOWABLE BUILDING HEIGHTS MUNICIPAL COURT BUILDING OLD CITY HALL BUILDING SETBACKS OLD CITY HALL BUILDING CD Zone Front Yard min 15' max 25' Rear yard 0' Side yard 0' ISTING AREA SITE PLAN /1Mr1Wr r1 /%/1P1 /1If%aITr%0%1 SCALE 1'= 40' CD O Cl) W IM Z O H Z W Ir LL O � 3 H Z O H Z W M Z O d N O o C d 0 W Z (.)0 � Q W W 9 W Q N J J J H - 0 C N � � O v O z ~_ Z J J U o V Q = C) a U � ® 2 EXISTING AREA SITE PLANF C SHEET OF 4 SHEETS CITY OF RENTON CONTROL NETWORK VERTICAL CONTROL DATUM 3RD ORDER, 1st CLASS NAVD 1988 HORIZONTAL CONTROL DATUM 2ND ORDER, 1st CLASS NAVD 1983/1991 20 10 0 20 40 60 SCALE IN FEET SCALE 1 "= 20' j Q- X� - NEW 18"FLhpmp_ VAWE Aer- EqD OF FX1h711JG Its" STIEK hrw CEDAR RIVER REMOVE "Pi 7IN6 ERILK-9_MCrVKE r I L EG,,;E OP FINEp, /\T END OF LINE r� I I F�cIhTIIJG 6AE�B1�N'I - -------------- -------- ------"- ---------------- __ PLUG E�IDh OF AgA1JpONED hYoRM � I I REMOVE EXT�JTIFJG hTO1.lE: WAIL NEw/EeLLMpEN w SIDE OF II I I �71Di=NALK�BENGIaEh,TNb LIGIfr�. - � NEW IiJFOPCED COKV_ FLOOD WALL 17 I - NEW EXPMgEDKrrEc�5A-i'E yPWGvT ��IDEWPIX --��---- - - ✓ *ID WALY_ -iv KA-ZN EXP TItJG AbPNDONED STORM II I � IN"fTNLL hJEW TYPE I (fATGN LIRE T1 RAN ( SIN AT E7xIhTI1JG •sTOfzM (I � � WATErZ PIPE LIiJE -�iEE DET�.IL {% � EXt�1TII 1G L1G✓ iT 0 VEM kilo �I I �- _�- -- -- ExYiT1lJGto"L.D.TDREMAI♦`1 I II ?LD CITY HALL BUILDING EXISTING �iTO�M I hEWEQ r wpo-E PFEA DKAJr`1 i �� � I �YTI11� 18°hV11ZM �IEYJEY LIiJE � IFAY Kti _ 4" DKAIIJ LINE 14/4f LVE II --- - - r5xv w f_ �iIDEWALIC TO REMA11.r \�7' / 26.9 28.7 TOE WATER EDGE PARTIAL PLAN @INN CORNER OF BUILDING SCALE 1'= - s-o OQ�� P, 29.5 TOP �-- 30.5 TOE � . 31.9 TOP R I V E 19.1 WATER EDGE :'9.7 TOE o ,' G c�,P; / 32.2 33.5 TOE TOP _)2.0 TOP . ..... 33.E TOE WATER LEVEL AT WEST END 2:50PM 3/17/99 28.71 �1.9 TOE 27.6 27.3 WE 34.9 TOP WATER LEVEL AT EAST END 3:OOPM 3/ 17/99 29.51 .13.3 TOP �C)/' C,f ,/<c 28.E 28 6 WE 29.4 35.87 BASELINE 28.5 J3.5 TOE f 30.0 30.8 26.8 26.5 28 8 WE 26.2 27.9 29.0 ,5.1 TOP WE 7.12 BASELINE �� 3�8• T LL 2` =� PTL 3 TOP F FLOOD WALL DETAIL 1 TOP REVEAL DETAIL 2 I/ FACE REVEAL DETAIL 3 -DTL 2 DTL 3 E-- � I k rorz_-F CONG2ET_E� FLED, p �I I 17�1 �EGi-IDtJ �D� �FD70JD UIF- PrA',�15 �; �i� REVEP�-- JoIr.1T II it II I, -- - - - - -- �- ---- TYPICAL ELEVATION OF FLOOD CONTROL WALL SDMH 30.9 30.7 32.1 28.7 WE 28.9 VWE 28.9 WE 29.7 "<< 28.5 29.5 WE INV N 30.47 31.5 28.6 32.2 29.2 29.0 28.9 29.4 28.2 28.E 31.6 28.4 28.8 32.6 31.E �29.6 29.4 28.9 WE 29.0 WE 31.E 28.4 29.2 WE 29.3 WE 33.6 INV W 33.87 32.2 33.E 29.E 29.E 29.1 WE 29.2 WE L 30.0 INV SE 33.8E 32.7 32.3 33.E 32.0 - 32.2 32.2 31.5 29.3 29.8 33.0 29.E 29.7 29.7 31.9 33.9 BOT 30.5 32.9 32.4 32.2 31 5 31 .8 33.3 32.2 3`' 2 35.3 O 33.3 35.0 32.0 31.7 32.2 L� 32.3 WATER �. 34.2 33.8 33.6 31..8 31.8 34.8 33.4 35.50 >> 33.4 33-2 32.3 32 1 32.1 33.E 29.3 WF TELEMETRY 34.4 34.8 INV 18 CMP 33.9 33.8 33.0 33.0 36.77 1 1 35.3 27.88 33.5 35.5 1 33.4 33.2 33.3 33.7 33.7 33.5 33.7 01 32. 7 VAULT i 35.0 35 34.9 34. F; 35.0 33.8 33.5 33.7 35.2 ml , 33. I / 33.2 'r 1 0 1 WATER LEVEL 36.19 INV 8"P`,j 35.2 36.65 a l I 33.9 i z 36.03 36.11 36.?9 35.95 36.47 - -- 35.1 -, 35.3 II rI � n 1 28.71 , TOE OF GAB!ON (TYP) 30.63 Z 37.01 - �7.�7- 37.2 _ _ -, - I F 101 iT I 1 R EDGE RIVER I �, s r'/- 34. , Tv P O GAB V D --- _ 2 SEC $�� " A `.-,_-_ ,' � ) � -. G g _ � t - i � O N " B _ __ _ _ � I c� ;r 3 � h t9 ' ION :1 C - _�. r 1.:..1 set STRUCTURE - - - AR S AD - Z - S 0 ED I I 1. E U U N ,I S N A J T i. „ - -• I L _ DLT EDGE I J - a 3 I 6 J J i / - •+,.lw--c--=.____..__.. 3 I �� 1 �r • -w _ __ l - - -._ - Y D LT. _ - �- -ANT - . _.. _ . _ _ _ -- 1 1 F - 1 X l( .. ,... - S, � 1, : �T�' .. r \ L r 1.\ I „ l-S , . -• - ' •l', • • . 1 N-....• • .' :. . ' - �. - . •` , r.- •..'+.' �r--..• "Z� "-....'...�'Z"-+ ..'� .•.... i�a.. ,.-s J s +..... " 3 RHUS TYPHINIA (2) I`___I . 7�< .- 5 . b ' ), 9 (._ J, ASSr - ---a NEW FU1*-FF5R YP.�.�1 s PILAUS BANKSIANA (2) ;� l$ / M 24 CONC rl ,; _A! r IZE a�� I�,XIIi�iGDfJ� �C_ is -;> S P H A I_ i CO)UP 6. 1 VERTICAL PIPE _ ,' rr + �Il..� hI��VIAI��l�, > - V E 35. 7 r YDLT - ;> r � W CB GRATE 8 "SIC _rwo �T t -iC{ �T� � 27 `. 2 ii r 31.5 '°� ,' - 41 .8 / r t3 _� �8.5 -- - I �: II Ii �__. � ,I i� AND VALVE a I .�- _ I __ --MDYtr~ 1 GjG '`�--i`Ui�� i 6 N P ,A I CONTRA 4 ! `� cn RIM 34.97 TBM '3 '� i Q IS 'r I C° CONTRACTORS WOR- t I , � I, tr B �6 NL�R1 OFA(31AN00NF_p % I AND STORAGE AREA 38.4 2 s „1 16 �� E� LiN� OQ EN_ II !NLE�` 1 �_, N� ' ?IM 3..> 9U LT� i r 2 1 8 r 121L1E- C'r H1AL1_ / 6 D jI M1F17i�QFZ FIL-TEF, FEK�JGE 7 rr F: I 1: 114 / I - ��1 u�-lorv, �� C01�C �, , Z, � � CO /' � JV N T � � 5 � � I � r � _ LIMIT I PLAQUE i r _ -- - fiP} LT CUEzg ' TN'�TAL.-L NEW -T'YP E I GATC I-4 63P i u `9 I = LATANOIDES DISSECTUM YD�T , NIT4-4 tzlhE4'� G,T.GR�TE OVEiZ - - - -- - -y -- Iv� , TEND NaW 1=LDOD WALL �- Lr, II w r, T_ BENCH ,, - _ It�1Tb I KERY / DI ,� t t� � - �•X��1Tj�1G Cr�;?•Cr� �71� U I1EW 4 Tl-4I K CN OC, GTiOl�jv� w 41 „ r ' m PLANTR��'� a � 1iID�OLD CITY HALLBUILDING KF-ME EXyTl� CX03 WL *T4P P`QD P�"1A1L_ Gf�CA .P0� 'I `ill MD LII<. i Tl-LOC TPE i_ DLTADS I-IN� T� W Tm PUNTER L4cATlCo V41 =`�ZK5MOV5 �Eg6E /MID rNTI _4.3p�o4s'r-I�E, ����GT To E g" � SINE AdiD C�"�1N�GT" - `i �xwmNG 8" PVc LING IF mrzquii ap NV N .5 43TEL �OP ALL- �� aF P�T�✓p 0L!`< I /,/ NTALL NEVJ B I-APMJZ VALVEOV T4 "`-UPG 5-4•CONDUIZ GOkT_T10t10U4i PINUS BANKSIANA (2) 0 1 WM r l or ,, �f 1 rr U; r NOTE: oil l Ui t AC-IVE AND INACTIVE UNDERGROUND cor ►1 r-- ELECTRICAL LINES FOR SITE LIGHTS AND IRRIGATION SYSTEM NOT SHOWN. SDMH INV NE 37.63 27.6 29.8 30.3 31.8 31.8 33.2 33.3 33.7 34.7 36.2 UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA AS FOUND ON SCHEMATIC DRAWING. SURFACE FEATURES NOT FIELD LOCATED ARE SO NOTED. RINGEL AND ASSOCIATES, PA DOES NOT ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. HAND -DIGGING (OR POTHOLING) OF UTILITY CROSSINGS IS HIGHLY RECOMMENDED. CALL 1-800-424-5555 TWO DAYS BEFORE YOU DIG. to" ITE 14'9� NEW -TYP5 I GATGN L5A6IN >k'I-lf 1G C44.� "i E W �IEE;l�li0� WrrU � G•I., (: AS TE OVEI'- EXIyJNJG c �\ (13 " PVC !�, D 6MM WA T K Ll W P_ -SEE DETAIL W!)f,17'-_n . �JPO :T - Iz�M�v� AND tzCFL AG E 4" TN 16 K P,,c2FNALT (NATGu AREA.) Exl�y i �G Ga�G�ETC i�P•Mf� Al.lp lu L NEW CotJGiz� h0p5\0 .K. L.eJEaL WITH EXKp7ING P6F"NLT 11 I�1`/TML-L-TH t_r_'t pVGhLEE�E� PEiJW 6R0U0D WITH SEALED EI,1Dh, -rHFU NEVI WALL ptJE AT Ea•hT L N D 0QE- AT W,,,T alp i4JD ONE I"Thr, GEkJTEF. VedF( NoT�: • Pr-a_i_P-cr 5XIyT1QG TKEE� 4,UD 0 I U 1T_4 - NtiW C_PTG1-4 56%y 1 K 11111 1Rplwca TO GIT`r OF i',IaITON AQL? K►WG covN T_Y '9TANDA9DS GPhT IQ4N r_P!AME AND GATE GiUKzFPGE hE! TI k1 ED �vl KTIO N o(' EXI- PiP1N4 _W IN E1,1GL4�U I 7T�M WAT E hE�N (U" {Z I 11 Ea `IZ IF {zEQI)I 4z'' {ZIh jZE MOV *Tog M GATcu - _ iT-H I Q rW PI FE DATE: 5-7-99 PROJECT NUMBER:80038 2 O TYPICAL CATCH BASIN w TYPE 1 SECTION cc Il z h� 4� 0 Z 0 0 WUfz GDNC(ZE(E P�ETW�E►J W � WALL ANI� IzoGK� � IJL Q :z>- 1- w 6 1 _ H po u\1 �I 4 @ I8" a.c. ILit 0(LAP 'ti'IiN I I I L- - - - - -J WALL SECTION AT END OF .�PO ,K WALL ( EAST AND WEST ENDS ) m � .I 0 It 3"GL�AK � L� I 2"CLEAR � o �2 . I #4 18° r�\.Wk` j IZIVEIZ Gilp� `J_t1444 i 0 I II 2 GLl'AR II� « 3'IU-EARi- I 3'IcLEr� 'b TYPICAL WALLyji 5o" REINFORCING DE 'A. SITE PLAN SHEET FC-3 SCALE 1 "= 20' OF 4 SHEETS