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Home My WebLink AboutPlans Planner 8/31/2023This lecumort and the mtonnmion contained herein may at be c,iad or rmroaacea wnhoat eopreee written DOUGLAS GARDENS PARK m9aQ ofMini Park mE Reoreaunn Drat Ict Unauthorized dildos., r onriral- a proM1ihi�etl by coppigM law are PICNIC SHELTER INSTALLATION cz SPRINGFIELD, OREGON o AUGUST 2023 m cu U aS c C > D --- o � o _ O 3 D � Lil a a. ILlI U a amalane Park P iMll Rw¢ Dr,tral nor PROJECT LOCATION NOT FOR la CONSTRUCTION SHEET INDEX Drawn by SPD moo CM STET Date: 08.16.23 Da OD EMSiwGMOTIONS Scale: AS SHOWN CIM STE "Ax M.m STE aux - DETaL INEn SHEET NO: am (iu %IND uYWT PVN am STE DETNES CO-00 IWIM EXISTING PICNIC SHELTER REDWOOD DRIVE LIGHT POLE 0 TENNIS/BASKETBALL COURTS This tlommenl and me n(mmofbn ,ordered hcan may not be espied or NOTE: ALL EXISTING SITE FEATURES a°m�so�d of % lanaineaPar, and ON THIS PLAN ARE APPROXIMATE edaiaa�`re or coca a°iau mad dow AND BASED ON AERIAL prohialeeby=apxigbllow. PHOTOGRAPHY OF THE SITE, NOT ON A TOPOGRAPHIC SURVEY. a willamalane LIGHT POLE + LIGHT POLE + psr4aaa xxrzaupa oismn 4.e . •e _ NOT FOR - EXISTING RESTROOM - + ELECTRICAL i ENCLOSURE CONSTRUCTION POWER POLE + Drawn by SPD Date: 08.16.23 °.•.+ + ScuIe:AS SHOWN SHEET NO: D 3DB 6D Conditions E X 1.0 0 �j Existing � xomonw."„ r. mo /^z PICNIC TABLE SIDEWALKS'' - 70 Q) CA C CL PICNIC TABLE! ZI cn In & TRASH CAN - PLAYGROUND (/) •C) > cz p` Z o 3 O o' m cr W M a z / U I` W a willamalane LIGHT POLE + LIGHT POLE + psr4aaa xxrzaupa oismn 4.e . •e _ NOT FOR - EXISTING RESTROOM - + ELECTRICAL i ENCLOSURE CONSTRUCTION POWER POLE + Drawn by SPD Date: 08.16.23 °.•.+ + ScuIe:AS SHOWN SHEET NO: D 3DB 6D Conditions E X 1.0 0 �j Existing � xomonw."„ r. mo This ancumenl and me mmnnnLm cam=tl M1enen may not be coped or NOTE: ALL EXISTING SITE FEATURES a aa�amwuarmud Park written SITE ACCESS POINT ON THIS PLAN ARE APPROXIMATE a eareattaan Di.a"ot�nUuda"andel AND BASED ON AERIAL p' ablated by owmeM1"0e. PHOTOGRAPHY OF THE SITE, NOT ON A TOPOGRAPHIC SURVEY. CONTRACTOR TO CONFIRM ALL SITE CONDITIONS AND MEASUREMENTS._ O 9` cz + L./^'L O + _ V! + TENNIS/BASKETBALL 7 Cc) + COURTS TOi- REMAIN OPEN - �p _ 0 + DURING CONSTRUCTION U 0 EXISTING PLAYGROUND TO C REMAIN OPEN U . SITE ACCESS ROUTE DURING 0 CONSTRUCTION O + CC . ORANGE CONSTRUCTION . FENCING FOR °J CONTRACTOR PARKING ON TREE a . EXISTING PAVED AREA PROTEC110N - - BY CONTRACTOR / 1 z a + TEMPORARY 6' fi CHAINLINK W1llatnd malane + FENCING — BY n dlm CONTRACTOR o j NOT FOR EXISTING RESTROOM C-F NEW PICNIC SHELTER AND CONSTRUCTION o-0 CONCRETE PAD. SEE SHEET C1.01 nn Dro:08.16.23 Dat+ ScaN0 30' 60' SHE\i Site Plan00 �Iv �rw rxr: r-ua This document and the info ation a I cam=tl M1erein may not be coped or rep.add x haat eamew written penno2n N WJlomolone Pa" mtl b.—tion M.Wat. Ilnouthvized d - I diaalaaare or aanemnation are ore ,ablated by dodAht low. ° NOTE: ALL EXISTING SITE FEATURES ON THIS PLAN ARE APPROXIMATE a - I °. a AND BASED ON AERIAL PHOTOGRAPHY OF THE SITE, NOT ON a A TOPOGRAPHIC SURVEY. a CONTRACTOR TO CONFIRM ALL SITE i o i CONDITIONS AND MEASUREMENTS. Ir 4 ° v 0 a d Q� m - � d 1 I cl a a a d- ie in U \ / X C o � a � o 8 d -°- Pi _ '~ CONCRETE a i� FLATWORK. SEE APPROXIMATE DETAIL 1/C2.50 LOCATION OF Ir ° ° �i IRRIGATION MAINLINEGi a d 6 W C w GRASSY SWALE — SEE fiMewillamalane Pn k xw,Ewen Onbrm hIld I I DETAIL 3/C2.50 APPROXIMATEI TOE OF /,{ NOT FOR SLOPE a / \ CONSTRUCTION Drown by SPD \ PRE—FABRICATED PICNIC SHELTER. SEE CENTER SCORE JOINTS Date: 08.16.23 DRAWINGS ON POSTS (TYPICAL) mENGINEERING Scale: AS SHOWN SHEET NO: 0 10, 20' AFA Site Plan - Detail Area 1 O 1 xa®rtw w."w, r.wa V 0 me I Sheet Notes: 4 1 4 MATCH — ° EXISTING i \ I I ljp� g 11 100.00 � / I a IMF ALL EXISTING SITE FEATURES ON THIS PLAN ARE a APPROXIMATE AND BASED ON AERIAL PHOTOGRAPHY OF 8 4 TO CONFIRM ALL SITE CONDITIONS AND MEASUREMENTS a a VERIFY EXACT LOCATIONS AND ROUTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING EXCAVATION. 4 RELATED FACILITIES AT CONTRACTOR'S EXPENSE IN A me I Sheet Notes: 4 1 4 MATCH — ° EXISTING i \ I I ljp� g 11 100.00 � / I a IMF ALL EXISTING SITE FEATURES ON THIS PLAN ARE APPROXIMATE AND BASED ON AERIAL PHOTOGRAPHY OF 10 TO CONFIRM ALL SITE CONDITIONS AND MEASUREMENTS a 2. VERIFY EXACT LOCATIONS AND ROUTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING EXCAVATION. -4- 4 ° MATCH EXISTIN 6'.. 1.5% SLOPE SIDEWALK RUNNING SLOPE TO BE CONSISTENT GRADE ALONG ITS LENGTH, 1.5% SLOPE 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 a 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 rn FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER U REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY � THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL D PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR O REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR A DECISION PRIOR TO COMMENCING WITH THE WORK. 5. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND ----------- DETAILS FOR ADDITIONAL REQUIREMENTS. 6. ALL SURFACES SHOULD BE ACCESSIBLE AND SHALL SLOPE CONFORM TO ALL FEDERAL AND OREGON STATE \ STANDARDS FOR ACCESS FOR THE DISABLED. BRING ANY 99.58 \ DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. I 7. PROVIDE ADDITIONAL MATERIAL AS NECESSARY TO FEATHER GRADES AS GRADUAL AS POSSIBLE AT 77 LOCATIONS WHERE ALONG EDGES OF PROJECT. BLS ENDNEWBUTS S CONDITIONS ELEVATIONS BACK TO EXISTING GRADE TO CREATE A UNIFORM SLOPE: • MAXIMUM SLOPE ON CONCRETE AND GRAVEL I WALKWAYS, 2% • MAXIMUM SLOPE IN LANDSCAPE AREAS, 25% %SLOPE 1 / — 28' 99.58 m 0 10' 20' Grading Layout PlanLayout Plan 14011011T& n : r-wa GRASSY SWALE - SEE SHEET C4.00 This add =dt and the infonnatian pmh!bW by callywicht low. a z .*wliiamaiane SHEET NO: C2.00 i (Ts Ir O T rn rn U � � U D o O O N a z .*wliiamaiane SHEET NO: C2.00 1 STRUCTURE, PAVED AREA, OR OBJECT ISOLATION JOINT — SEE DETAIL 2/C2.50. 12 -INCH 14 SMOOTH REBAR EMBEDED AND EPDXIED 6 -INCH INTO EXISTING CONCRETE AT 18 -INCH O.C. AT ALL LOCATIONS WHERE NEW CONCRETE MEETS EXISTING NOTE: 1. JOINTS SHALL BE SPACED AS SHOWN ON DRAWINGS. 2. SEE SPECIFICATION SECTION 321313. Concrete Flatwork SCALE: NTS Grassy Swale SCALE: NTS SLOPE 1:5 LIGHT BROOM FINISH CONTRACTION JOINT — SEE DETAIL 2/C2.50 C DEPTH FIBER REINFORCED CONCRETE PER SPECIFICATIONS 6" DEPTH, BASE COURSE PER SPECIFICATION SECTION 312000 COMPACTED SUBGRADE PER SPECIFICATION SECTION 312000 SEED MIX — SEE NOTES i 2'— CONTROL JOINT r DEPTH OF SLAB, TOOLED OR SAWN PER mn: a°°°re.°, oam=d n.rem and ,be °,°�°,;o, may not be coyiea an CONTRACTORS CHOICE. r`PnitlOetlof Will rmmn<9vark and ..... oiomse. uoo°man:.a .<, .... iwagano ai°°ioa°re or ooamremoa °re me CONCRETE FLATWORK PmblbiW by c4Yn9bf low CONTRACTION JOINT i STRUCTURE, PAVED Cz AREA OR OBJECT CL CONCRETE FLATWORK O fn i a FLEXIBLE JOINT FILLER 'NTH REMOVABLE PLASTIC JOINT CAP. o> . a:.' FLUSH WITH CONCRETE. I~ t 12 -INCH #4 SMOOTH REBAR > ISOLATION JOINT EMBEDED AND EPDXIED 6 -INCH (n •� INTO EXISTING CONCRETE AT 18 -INCH O.C. AT ALL LOCATIONS —��.) •U WHERE NEW CONCRETE MEETS EXISTING O 3 NOTES: 0 N 1. SEE SPECIFICATION SECTION 321313. 2. SEE SITE PLAN FOR JOINT PATTERN AND LOCATION. 3. USE ISOLATION JOINTS AT ALL LOCATIONS WHERE DIFFERENTIAL MOVEMENT 4i BETWEEN THE PAVEMENT AND A STRUCTURE MAY OCCUR. a z Concrete Joints W r a SCALE: NTS GRASSY SWALE SOIL MIX. SEE NOTES. 2'X2' TRENCH WITH r OPEN CLEAN DRAIN ROCK WRAPPED IN GEOTEXTILE FABRIC NOTES: fi,3willamalane 1. SEE SITE PLANS FOR LOCATION OF GRASSY SWALE. 2. CONTRACTOR TO SCARIFY THE SUBGRADE SURFACE PRIOR TO PLACEMENT OF GROWING MEDIUM FOR VEGETATED STORMWATER SYSTEMS. 3. SEED MIX TO BE FUTURA 3000 PERENNIAL RYEGRASS BLEND, OR EQUAL 4. GROWING MEDIUM TO BE "WATER QUALITY MIX" BY LANE FOREST PRODUCTS, OR APPROVED EQUAL. SHEET NO: C2.50