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Home My WebLink AboutPlans Applicant 10/10/2023This lecumort and the mtonnmion contained herein may at be c,iad or repreaame wnhoat eopreee written DOUGLAS GARDENS PARK m9aQ ofViRmre mE Reoreaunn Drat ct Unauthorized dildos., r onriral- a proM1ihi�etl by coppigM law are PICNIC SHELTER INSTALLATION cz SPRINGFIELD, OREGON o SEPTEMBER 2023 m N CL c 0u in (%) c � U cz � D --- o � o O 3 D � Lil a a. ILlI U willamalane PROJECT LOCATION NOT FOR la CONSTRUCTION SHEET INDEX Drawn by SPD caW OM STET Date: 09.19.23 Da OD EMSMNG00NOTTWS Scale: AS SHOWN Cl.W STE PIAN M.m STE 'LAN - DETaL IAEA SHEET NO: am (MMW AND UYWT PI/N am STE DETALS CO-00 EXISTINGPICNIC S/SHE/LTER EXISTING STREET LIGHT + 5' WIDTH EXISTING CONCRETE SIDEWALK— — REDWOOD DRIVE APPROX. 34' CURB TO CURB LIGHT POLE R + LIGHT POLE + ELECTRICAL ENCLOSURE POWER POLE — TExisting Conditions �v Hill 1 -ii + TENNIS/BASKETBALL COURTS Rms aocumenl and the at ---tion contained ecen may not be waled n, renal .brant e.preed written pmnissian of wilamolone Pok and PmeoPion District. Unauthorized uae diwlaau�e a, cnommu w EXISTING STREET LIGHT 6` prohmned by conFignt low. 3 O c� w R/MW Cc wME eld \ol ( m tj z U 0 a �willamalane Porkand RxreaWn DlsNct NOT FOR + 4 CONSTRUCTION CU]I Ii:11�x:1691N[elalll ■i X:lpl3i:: ON THIS PLAN ARE APPROXIMATE Drawn by SPD AND BASED ON AERIAL Date: 09.19.23 PHOTOGRAPHY OF THE SITE, NOT ON Scule:AS SHOWN A TOPOGRAPHIC SURVEY. SHEET NO: EX1.00 O N PICNIC TABLE EXISTING 70 N - - -. CONCRETE -SIDEWALKS .Q (n In PICNIC TABLE � U &TRASH CAN > PLAYGROUND CZ U 07 a 0 O 3 wME eld \ol ( m tj z U 0 a �willamalane Porkand RxreaWn DlsNct NOT FOR + 4 CONSTRUCTION CU]I Ii:11�x:1691N[elalll ■i X:lpl3i:: ON THIS PLAN ARE APPROXIMATE Drawn by SPD AND BASED ON AERIAL Date: 09.19.23 PHOTOGRAPHY OF THE SITE, NOT ON Scule:AS SHOWN A TOPOGRAPHIC SURVEY. SHEET NO: EX1.00 �j Site Plan �v �pmaitx xue P. u4 All IN �mmmmmm—Tmmmm— This d.—vl one the of --- tbn _ — mnloinee 1-61 11, n,1 be -11l ar v NOTE: ALL EXISTING SITE FEATURES a°m��eo'MI mai P.1 ane —SITE ACCESS POINT — ON THIS PLAN ARE APPROXIMATE eei"�`s�ton Dill JnauUi� ed� �AND BASED ON AERIAL ommmit.e by =mxiynl low. PHOTOGRAPHY OF THE SITE, NOT ON — A TOPOGRAPHIC SURVEY. CONTRACTOR TO CONFIRM ALL SITE CONDITIONS AND MEASUREMENTS._ R R R/W (z 1w) oc TBASKETBALL } COURTS TO REMAIN OPEN DURING CONSTRUCTION . SITE ACCESS ROUTE • CONTRACTOR PARKING ON . EXISTING PAVED AREA Aw ■■■■■ +.� 0 EXISTING RESTROOM - i 0 �A+>'-jI 1 k' 0 30' 60' TEMPORARY 6' Xi lllam ilane CHAINLINK r �k.1a xxrezuon ofs1nn FENCING — BY CONTRACTOR C+ NOT FOR 4WNEW PICNIC SHELTER AND CONSTRUCTION o CONCRETE PAD. SEE SHEET C1.01 SHEET NO: C1.00 O 70 N 3 C CL EXISTING •�= > PLAYGROUND TO CZ REMAIN OPEN U -- DURING Z a O -ORANGE CONSTRUCTION O 3 CONSTRUCTION -a FENCING FOR (D TREE cr PROTECTION — Gj BY CONTRACTOR - CONCRETE PAD FOR BIKE RACKS r TEMPORARY 6' Xi lllam ilane CHAINLINK r �k.1a xxrezuon ofs1nn FENCING — BY CONTRACTOR C+ NOT FOR 4WNEW PICNIC SHELTER AND CONSTRUCTION o CONCRETE PAD. SEE SHEET C1.01 SHEET NO: C1.00 This document and the information a I I mnloin op d hereto may not be cietl or re;Zcded Wthaul express whiten CONCRETE pannesion of vrmammons Pan and Rearmon oisMac. UnaudmllZed d I FLATWORK. SEE dienomm ar renewaoon ure are I- DETAIL1/C2.50 p,.hVWbycap>"96llow. a - e NOTE: ALL EXISTING SITE FEATURES a a a 41 _ ON THIS PLAN ARE APPROXIMATE a AND BASED ON AERIAL PHOTOGRAPHY OF THE SITE, NOT ON ad - I a A TOPOGRAPHIC SURVEY. Y CONTRACTOR TO CONFIRM ALL SITE i - a i CONDITIONS AND MEASUREMENTS. G d I a a Q CONCRETE FLATWORK. SEE APPROXIMATE DETAIL 1/C2.50 LOCATION OF IRRIGATION MAINLINE a a i m APPROXIMATE I TOE OF SLOPE 0 m \ PRE—FABRICATED PICNIC SHELTER. SEE CENTER SCORE JOINTS o ENGINEERING DRAWINGS ON POSTS (TYPICAL) m 0 10' 20' �j Site Plan - Detail Area �lv wamxT&v r.,va SHEET NO: C1.01 CL Cr O 70 (v N C1 W CL 0 C0 (n U CZ U a o O 3 N � 4i 'o a SHEET NO: C1.01 0 10, 20' T��Ivv Grading and Layout Plan � �- a -o• Sheet Notes: The document and the Information nlained herein may not be ancient or Reaearmn District Unauthorized eixlasare construction ue crobihltoe br cacxl9bt la.are . 1. ALL EXISTING SITE FEATURES ON THIS PLAN ARE APPROXIMATE AND BASED ON AERIAL PHOTOGRAPHY OF THE SITE, NOT ON A TOPOGRAPHIC SURVEY. CONTRACTOR TO CONFIRM ALL SITE CONDITIONS AND MEASUREMENTS, REMOVE/IMPORT SOIL AND BASE ROCK AS REQUIRED TO i ENSURE POSITIVE DRAINAGE OF THE CONCRETE FLATWORK (>S AND TO ENSURE GRADES ARE BLENDED FROM NEW 0 - PAVING TO EXISTING LANDSCAPE. 2. VERIFY EXACT LOCATIONS AND ROUTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING EXCAVATION. REPAIR ANY DAMAGE TO EXISTING PIPES, UTILITIES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE IN A MANNER APPROVED BY OWNER'S REPRESENTATIVE. 3. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL PROCEED NTH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN THE FIELD AND BRING ANY w DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR A DECISION PRIOR TO COMMENCING v WITH THE WORK. o 5. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND i DETAILS FOR ADDITIONAL REQUIREMENTS. W 'o1 i■ 6. ALL SURFACES SHOULD BE ACCESSIBLE AND SHALL Z7 willamalane CONFORM TO ALL FEDERAL AND OREGON STATE �v assrkana Recreation March STANDARDS FOR ACCESS FOR THE DISABLED. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH 1 1 NOT FOR 7. PICNIC SHELTER AND BIKE RACKS ARE TO BE PURCHASED BY WILLAMALANE. BIKE RACKS INSTALLED BY OWNER. 8. PROVIDE ADDITIONAL MATERIAL AS NECESSARY TO FEATHER GRADES AS GRADUAL AS POSSIBLE AT LOCATIONS WHERE NEW WORK ABUTS EXISTING CONDITIONS ALONG EDGES OF PROJECT. BLEND NEW ELEVATIONS BACK TO EXISTING GRADE TO CREATE A UNIFORM SLOPE: • MAXIMUM SLOPE ON CONCRETE AND GRAVEL WALKWAYS, 2% • MAXIMUM SLOPE IN LANDSCAPE AREAS, 20% t•Zi}�Y;4rIIN�YN}�� Drawn SHEET NO: C2.00 1 CONTROL JOINT Y" DEPTH OF SLAB, mm nob mmt and u. mrama<mn TOOLED OR SAWN PER bonmm°a nim m"y not be mphn or '°P'°"°`°""'""n'.,—""ten STRUCTURE, PAVED AREA, OR CONTRACTORS CHOICE. o.nhao' m Park P"and OBJECT F—U. Dmra. Un"mna�ne ISOLATION JOINT — SEE LIGHT BROOM .•• CONCRETE FLATWORK proM1ib1atl e, `°'""""°" DETAIL 2/C2.50. FINISH a / CONTRACnoN JOINT - CONTRACTION JOINT Y SEE DETAIL 2/C2.50 i STRUCTURE, PAVED Cu AREA OR OBJECT ll cc 1/2—INCH CONCRETE FLATWORK O RADIUS C i f 4" DEPTH FIBER REINFORCED FLEXIBLE JOINT FILLER WITH CD CONCRETE PER SPECIFICATIONS REMOVABLE PLASTIC JOINT CAP. -0 p7 —I — I——I—I — a FLUSH WITH CONCRETE. -�—�—� l—� l—� 6° DEPTH, BASE COURSE PER • 4 (n U) T=-1Tfff=_TiT_TffTiT_Tff -T -II-k" r� SPECIFICATIONS 12—INCH 14 SMOOTH REBAR v 12—INCH #4 SMOOTH REBAR EMBEDED AND COMPACTED SUBGRADE PER ISOLATION JOINT EMBEDED AND EPDXIED 6—INCH (n •� > EPDXIED 6—INCH INTO EXISTING CONCRETE AT SPECIFICATIONS INTO EXISTING CONCRETE AT CZ 18—INCH O.C. AT ALL LOCATIONS WHERE NEW 18—INCH O.C. AT ALL LOCATIONS i..1 CONCRETE MEETS EXISTING WHERE NEW CONCRETE MEETS EXISTING O 3 NOTE: NOTES: 1. JOINTS SHALL BE SPACED AS SHOWN ON DRAWINGS. 1. SEE SPECIFICATIONS. 0 ami 2. SEE SPECIFICATIONS. 2. SEE SITE PLAN FOR JOINT PATTERN AND LOCATION. Cc 3. USE ISOLATION JOINTS AT ALL LOCATIONS WHERE DIFFERENTIAL MOVEMENT BETWEEN THE PAVEMENT AND A STRUCTURE MAY OCCUR. z Concrete FlatworkConcrete Joints SCA_E \TS 2 SCALE: NTS i willandamalane 1 Drawn by SPD 1 SHEET NO: C2.50