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HomeMy WebLinkAbout021422ca02 Department of Public Works O Consent Agenda Page 1 of 1 Jefferson County Board of Commissioners Agenda Request To: Board of Commissioners Mark McCauley, Interim County Administrator From: Monte Reinders, Public Works Director/County Engineer Agenda Date: February 14, 2022 Subject: Approval of Plans AND Approval of the Call for Bids for the Jefferson County Universal Movement Playground at HJ Carroll County Park Statement of Issue: The Board of County Commissioners is asked to approve the Jefferson County Universal Movement Playground (JUMP!) at HJ Carroll County Park project plans. The Board is also asked to approved the Call for Bids. Analysis/Strategic Goals/Pro's 8t Con's: The JUMP! Project is an all-inclusive playground, which will provide a necessary service to Jefferson County. Fiscal Impact/Cost Benefit Analysis: The Engineer's Estimate for construction is $610,837. Construction costs not included in this estimate are designated as "BY OTHERS" in the plans. These include costs for select playground equipment that will be purchased through a cooperative purchasing organization in the amount of $465,081 and donated work with a monetary value of $57,368. The total estimated construction cost is $1,133,586. Construction is fully funded through a combination of a $500,000 RCO Grant, a Jefferson County Capital Improvement Fund contribution of $550,000, and other grants, pledges and cash donations. Recommendation: The Board is requested to approve the project plans and indicate this approval by way of the Chairperson's signature on the project plan's cover sheet. The Board is also requested to sign the Call for Bids, and return to Public Works. Department Contact: Anna Romcevich, Project Manager, 385-9380. Reviewed By: -dt4 2/;40/2-Z- Mark McCauley terim County Adminis •r Date NOTICE TO CONTRACTORS CALL FOR BIDS Jefferson County Universal Movement Playground at HJ Carroll County Park County Project No. 17520650 Notice is hereby given that the Board of County Commissioners of Jefferson County, State of Washington, will receive sealed bids up until 9:30 a.m. on March 14, 2022 at the Office of the County Commissioners, basement level of the Jefferson County Courthouse, 1820 Jefferson Street, P.O. Box 1220, Port Townsend, Washington, 98368, for construction of the Jefferson County Universal Movement Playground at HJ Carroll County Park, Project No. 17520650. Sealed bids will be opened and read publicly at 10:30 a.m., or shortly thereafter, on the same day in the Jefferson County Commissioners Chambers, basement level of the Jefferson County Courthouse. NOTE: No In -Person Attendance Allowed per Jefferson County RESOLUTION No. 45-21 To participate via Zoom click on https://zoom.us/4/93777841705. To participate by telephone call 1- 253-215-8782 and enter access code: 937-7784-1705# This contract provides for the construction of a playground located at HJ Carroll County Park, in Chimacum, Washington. Work includes the installation of safety play surfacing and playground equipment, construction of concrete pathways, plaza area, curbs and seat walls, site stormwater drainage features, perimeter landscaping and other work, all in accordance with the attached Contract drawings, these Contract Provisions, and the Standard Specifications. The Engineers Estimate is $610,837. Bids shall be submitted in accordance with the plans and specifications on file at the Department of Public Works, 623 Sheridan Street, Port Townsend, Washington, where copies may be obtained by prospective bidders. Hard copies and/or electronic copies may also be obtained by emailing pubworks(@-co.iefferson.wa.us or by calling (360) 385-9160. Each bid shall be accompanied by a surety bond, postal money order, cash, cashiers check or certified check payable to the Treasurer of Jefferson County in the sum of five (5%) percent of the bid amount, to be forfeited to Jefferson County by the successful bidder if he/she fails to enter into a contract and file an acceptable surety bond in the amount of 100% of the contract price within ten (10) days of the award. The Board of County Commissioners reserves the right to reject any and all bids, and to accept the bid deemed most advantageous to Jefferson County, and to waive all informalities in the bidding. The Jefferson County Public Works in accordance with Title VI of the Civil Rights Act of 1964 (78 Stat. 252.42 U.S.C. 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. Dated this day of 2022. BOARD OF JEFFERSON COUNTY COMMISSIONERS Chair MONTE REINDERS, PE, JEFFERSON COUNTY ENGINEER APPROVALDATE CHAIR APPROVAL DATE JEFFERSON COUNTY BOARD OF COUNTY COMMISSIONERS VICINITY MAP JEFFERSON COUNTY, WASHINGTON CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 JUMP! PLAYGROUND RENDERING ,1 r , 5 CONTRACT PLANS JUMP ! PLAYGROUND H.J. CARROLL PARK Jefferson County, Washington INDEX SHEET # PLAN REFERENCE NO. TITLE 1 T1.0 SHEET INDEX AND VICINITY MAP 2 S1.0 SURVEY PLAN 3 C1.0 TESC AND DEMOLITION PLAN 4 C2.0 DRAINAGE PLAN 5 C3.0 TESC DETAILS AND NOTES 6 C3.1 DRAINAGE DETAILS 7 L1.0 SITE LANDSCAPE LAYOUT PLAN 8 L1.1 LAYOUT PLAN —NORTH 9 L1.2 LAYOUT PLAN —SOUTH 10 L1.3 GRADING PLAN —NORTH 11 L1.4 GRADING PLAN —SOUTH 12 L1.5 EQUIPMENT & MATERIALS PLAN —NORTH 13 L1.6 EQUIPMENT & MATERIALS PLAN —SOUTH 14 L1.7 HARDSCAPE DETAILS (1 OF 2) 15 L1.8 HARDSCAPE DETAILS (2 OF 2) 16 L1.9 FENCE AND GATE DETAILS 17 L1.10 PLAYGROUND DETAILS (1 OF 3) 18 L1.11 PLAYGROUND DETAILS (2 OF 3) 19 L1.12 PLAYGROUND DETAILS (3 OF 3) 20 L1.13 PLAYGROUND SUB DRAINAGE PLAN 21 L2.0 IRRIGATION PLAN — NORTH 22 L2.1 IRRIGATION PLAN — SOUTH 23 L2.2 IRRIGATION DETAILS 24 L3.0 PLANTING PLAN —NORTH 25 L3.1 PLANTING PLAN —SOUTH 26 L3.2 PLANTING DETAILS 27 A1.0 ART ISSUED FOR BID NOT FOR CONSTRUCTION NAKANO JUMP! PLAYGROUND T1.0 DESIGNED BY: I. OTTESEN 01/21/22 ASSOCIATES DRAFTED BY: R. GLICK 01 21/22 LANDSCAPE ARCHITECTS HJ CARROLL PARK CHECKED BY: J. YAMAGUCHI 01 21 22 3902 S.Ferdinand St JEFFERSON COUNTY, WASH. SHELF PROJ. ENGR.: A. ROMCEVICH Seattle, sa„s Jefferson County 1 T nalk 6.292.9392V 29 wvw.nakanoassociates-cam Department of Public Works SHEET INDEX AND VICINITY MAP OF 27 DATE DATE REVISION BY JEFFERSON COUNTY ENGINEER APPROVAL DATE SHEETS - wo=o a M o 0 ------ -- ONIbsaNV7 - SOL t� zo o w ow I w o M-_GREASE TRAP ->o m M TANK LID + _-------__Lj W m—Mso. ENCCL Xo n zGREASE TRAP -------ya \s ZJE � 01 Qw •> -------___ + - LLJ > o Q o _ - ( — — — — — — ---- GREASE TRAP 0 ;2� w �z �0S o cr cr 1050 / ss ss NNVI CLEAN-OUT� Orb Q w z J o -� BNVc OO Q O + + o --'- `+ U J ° >]1" '.JNOJ.. ° . 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COORDINATE WITH LANDSCAPE TO REMAIN / coo PITS ICBLENIc I \ AL BALL BASKETBALL I / I o \I \ HOOP WITH HOOP PWR OUTLET o ii wn i l °; I TREE PROTECTION FENCING 1 ` I \ I � IRRIG. - I I �, � � � INLET � I SAVE AND PROTECT EX SEPTIC SAVE AND PROTECT EX 2 "CHERRY ° - I PROTECTION C3,0 TANK, PIPING, AND EQUIPMENT ' - (�'P) TO REMAIN TREE TO REMAIN (TYP) c3.0 I I \ V i� W w w / CONCRETE � SE [BY OTHERS] \ �10� \� / \ \ CONC. REMOVE EX CONCRETE --w - - CL N-oU / \ PICNIC 106 PICNIC TABLE AND SALVAGE w w�107 I 1 I \ TABLE TO PARKS (BY OTHERS) - / P BOULDER /� / 1 I \ \ \ \ SS UGP UGP \ _-- — ----- ` UGP— REMOVE EX CONCRETE PICNIC ��---� -107- - -----=_==ss = --- s� REMOVE EX HORSE SHOE - - - - - - - - - —706— _ — CALL 48 HOURS BEFORE YOU DIG 1-800-424 -5555 TABLE AND SALVAGE TO PARKS / - -108- PITS AND APPURTENANCES (BY OTHERS) �oa� ----_ - - - - 109--- (BY OTHERS) --- --------- J � 110-- .2fSPRUCE _all — c / , \ J \ / 1 1 A\1 /4„II o00 \j ° \ \\ o � � � EDGE OF PROJECT BENCH MARK HIGH VISIBILITY FENCE \ PROJECT BENCH MARK \ PAVEMENT ` CONTROL POINT #1 C3.o (TYP) CONTROL POINT #3 \ \ I / \ SET SPIKE \ SPIKE \ \ V 10, 006.83' i N = 10, 000.00' \ E - 10188.83' / I I E = 10, 000.00' ELEI\ = 107.80' ELEV. = 111.86' __ � � c°Re' I � oo� I I III / _ _ I TOMOWNEROVE N ASS ALVAGE NEEDED FOR EX BOLLARDS I �� ( 6"FIR // II I / \ - CONSTRUCTION ACCESS \ w z J 6 „FIR / 110 11 /09--`/ \ \ I \ LOG \ - \ 11 II 2, \ 1 � II I I \ \ \ 111—I i / (A I2"4 2" I \ `\ PAVED \ \ \ I `\ \ 1932 First Ave II I _ _ 'Suite 201 7 72 I \ Seattle, 5A198101 \ \ I i I \ PARKINGp. \ \ \ f.206.973.5344 engineering PIIC www.lpdengineering.com NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 853 Hiawatha Place S. �7 Teel:206.29 98144 2062.9392 www.nakanoassociates.com ��,� 30T6 ��A DESIGNED BY: L. PFARR 01 /21 /22 DRAFTED BY: K. SCHROEDER 01 /21 /22 CHECKED BY: L. PFARR 01/21/22 PROJ. ENGR.: A. WONG 01 /21 /22 0 2,Z DATE DATE REVISION BY tip' Z JEFFERSON COUNTY ENGINEER i u SS� P P \ SEP TIC _ VAL VE P'L� —LOG /�� PLLG / a APPROVAL DATE UTILIZE EX GRAVEL PATH FOR CONSTRUCTION ACCESS AND 10 II SUPPLEMENT WITH QUARRY SPALLS C R / AS NECESSARY r TREE PROTECTION FENCING(a) SAVE AND PROTECT EX C3.0 TREE TO REMAIN (TYP) 6 L PROTECT EX FLAGPOLE TO REMAIN 20 0 10 20 40 Scale 17?=20' LEGEND - - PROPERTY LINE EX CONTOUR (INDEX) —237— _ _ EX CONTOUR EX BUILDING CONCRETE REMOVAL STABILIZED CONSTRUCTION ACCESS HIGH VISIBILITY FENCE EX TREE TO REMAIN EX TREE TO BE REMOVED TREE PROTECTION INLET PROTECTION LIMITS OF WORK NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR PARK SECURITY, INCLUDING PARK FACILITIES, FURNISHINGS, FIXTURES, PROPERTY AND CONTRACTOR ASSETS. 2. CONTRACTOR TO UTILIZE EXISTING ASPHALT AND GRAVEL ACCESS FOR CONSTRUCTION ACCESS. SUPPLEMENT WITH QUARRY SPALLS/STABILIZED CONSTRUCTION ACCESS AS NECESSARY TO PREVENT SEDIMENT TRACKOUT. 3. PROTECT EXISTING VEGETATION (UNLESS EXPLICITLY DESIGNATED FOR REMOVAL IN THE FIELD BY DESIGN TEAM) TO MAXIMUM EXTENT FEASIBLE GIVEN PROPOSED GRADING REVISIONS. 4. CONFIRM ANY VEGETATION FOR REMOVAL WITH DESIGN TEAM PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 5. PROTECT ALL TO —REMAIN SURFACES, FIXTURES, FURNISHINGS, AND ASSETS WITHIN PROJECT BOUNDARY. J \ � 6. VEL CONC. 7 PICNIC � \ \ C3.0 _ — — 10,9 TABLE \ 1 0 CONC. o o \ \ PICTABLE F—�:n \ PROTECT EX U, SEPTIC \CONCRETE PICNIC Po CLEAN —OUT z TABLE TO REMAIN POST Y I\111 ~ -0 �o I CL I I I FIN. SLAB EL. =109.89' II vz CFI o CC Co Jo DD I� 1 1 F— Uw Jefferson County Lj,,[iUI ment of Public Works NO ACCESS SHALL BE ALLOWED TO PARK AREAS OUTSIDE OF PROJECT BOUNDARY. PER DEPT OF ECOLOGY BMP C150, HAVE MATERIALS ON HAND. IF NECESSARY DUE TO LARGE STORM EVENT OR EXCESSIVE SEDIMENT —LADEN RUNOFF, INSTALL SILT FENCE IN ACCORDANCE WITH DETAIL. Know what's below. Call before you dig. Dial 811 ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND C1.0 HJ CARROLL PARK JEFFERSON COUNTY, WASH. SHEET 3 OF TESC AND DEMOLITION PLAN 27 SHEETS I� I —110� � I I I \ —109— I/ \ I I I I / / I FLUSH CURB PER / LANDSCAPE (TYP) / ` T � WALL SEAT PER r I LANDSCAPE D zl 1 106 \ a 1 LLJ \ \ \ PLAYGRASS PER \� \� yLANDSCAP ( P) o � STORMWATER I I DISCHARGE POINT I I QUARRY SPALL DISCHARGE PAD \ IE 102.6f 70,3 16 „MAD GRAVEL SURFACI /P/ER—//// \ \ LANDSCAPEI \ \ 136 LF 6" SD 0 / , I 20 0 10 20 40 SDCO I Scale 17? — — — — _ LEGEND I I Q SD @ 0.5 % II y 28LF6 I 2"CHER II106\ 6 P UGP U PLAY -FILE PER LANDSCAPE SS — _ ss \ oil I (TYP)— —_--- -----_ -----_ -- Ss ___ _ _ IM 1 — _--------FLUSH CURB PER —----IIE 10' LANDSCAPE (TYP) I \ 1 \ c 110 = /'SPRUCE SD#2 CB TYPE 1 —RIM 105.60 h/ \\ A l \ IE 103.59 (6" SE) IN o I � IE 103.59 (6" N) OUT zco N / 4 PROJECT BENCH MARK I / CONTROL POINT #1 SET SPIKE N= 10, 000.00' E = 10, 000.00' \ ELEV. = 111.86' \ \ 1 J - ��/ 6'EIR / I \ ww I 6„FIR / 110 109--—/ /�I III �'12 \� \ I I I 1 I LOG \ \ 1 11 II 4 2, \ - I \ - /I (J)I 12„ vv vv 4 III 12» \\� 17211 I I ; 2" I I I \ \ v � hI CALL 48 HOURS Suite2rstAve Suite 201 \ � \ ~ 713� � Q� BEFORE Y DI ' Seattle, WA 101 O YOU I r f. 206.725.1211.3.534 �•/ �•A f. 206.973.5344 II 1-800-424 -5555 engineering P I I C www•Ipdengineering.com NAKANO DESIGNED BY: L. PFARR 01 /21 /22 LANDSCAPE ARCHITECTS ASSOCIATES DRAFTED BY: K. SCHROEDER 01 /21 /22 853 Hiawatha Place S. CHECKED BY: L. PFARR 01/21/22 Seattle, 98144 Te1:206.292.9392 PROJ. ENGR.: A. WONG 101/21/221 www.nakanoassociates.com REVISION m. i[UY16mf:=01Snell] 1 ET SPIKE 10, 006.83' E — 10,188. 83' ELE1X = 107.80 PAVED \\ ARKING \ \ JEFFERSON COUNTY ENGINEER APPROVAL DATE I I I I I I / \ / GRAVEL SURFACING PER LANDSCAPE (TYP) SAND PILE I 1 / CONNECT TO EX CB IE 102.6f o° CONTRACTOR TO VERIFY IE PRIOR TO CONSTRUCTION — — PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR EX BUILDING a CONCRETE PAVEMENT P LAYTI LE PLAYGRASS GRAVEL SURFACING ❑® TYPE 1 CATCH BASIN STORM DRAINAGE PIPE SDCO e STORM DRAIN CLEANOUT FRENCH DRAIN 40 QUARRY SPALL DISCHARGE PAD Q UNDERDRAIN (PER L1.13) REFER TO LANDSCAPE PLANS FOR GRADING APPLY COMPOST —AMENDED SOILS \ TO DISTURBED PERVIOUS AREAS v PER DEPARTMENT OF ECOLOGY BMP T5.13 POST —CONSTRUCTION SOIL QUALITY AND DEPTH 4 C3.1 RIM 106.69 10 IE 104.02 (8" NW) OUT C3 I FLAG POLE \ss GRAVEL CONC. \ \\ PICNIC — — -- 109—TABLE CONCRETE WALKWAY 1 PI NIA PER LANDSCAPE \ TABLE v SEPIIC POST CLEAN —OUT POST CL II~ 1 `o CL I I I I -� III I II FIN. SLAB I I z z EL.=109.89' r—r(A I o oc)z C)0 II I ° LU' o Y D� ,� I I Know what's below. �U UJ Q zm II \ w o � m �� , `� Call before you dig. FIN. SLAB I Dial 811 1 \ EL. =109.8 I 1 1 \ I 1 \\ \ ISSUED FOR BID NOT FOR CONSTRUCTION Jefferson County Lj,,Nurtment of Public Works JUMP! PLAYGROUND C2.0 HJ CARROLL PARK JEFFERSON COUNTY, WASH. SHEET 4 OF DRAINAGE PLAN 27 SHEETS GEOTE An AnTCn SCHEMATIC DETAIL (MIN. 0.5 CF STORAGE) __AK PROVIDE "STREAMGUARD SEDIMENT CATCH BASIN INSERT" OR APPROVED EQUAL MANUFACTURER'S NAME: BOWHEAD ENVIRONMENTAL & SAFETY ADDRESS: P.O. BOX 375 PRESTON, WA 98050 TELEPHONE: FOR INFORMATION: (800) 909-3677 NTS WWW.SHOPBOWHEAD.COM INLET PROTECTION / ^I Ir-m t1_r^nI1mI1 r- 1AIIT1 1 I' ^I \/r'TI I\/1 rNE EXISTING TREE TO--,,, BE PROTECTED TREE PROTECTION FF"' J ORANGE, HIGH DENS POLYETHYLENE FENC 3.5"X1.5" OPENINGS 8.5" X 11 " SIGN LAM11 IN PLASTIC SPACED EV 50' ALONG THE FENCE 2" X 6' STEEL POSTS OR APPROVED EQUIVALENT, POSTS 6' O.C. NOTES: 1. TEMPORARY FENCE MUST BE PLACED AS SHOWN ON PLANS PRIOR TO THE COMMENCEMENT OF cn J = CLEARING OR EARTHWORK. n � I 2. NO HEAVY EQUIPMENT, VEHICULAR TRAFFIC OR STOCKPILING OF MATERIAL ARE ALLOWED INSIDE m o THE PROTECTIVE FENCING, INCLUDING DURING FENCE INSTALLATION AND REMOVAL. `v 2. CRITICAL ROOT ZONE (CRZ): THE CRZ IS EQUAL TO 1 FT. RADIUS (Y) FOR EVERY 1 IN. DIAMETER (X) OF TREE TRUNK AS MEASURED AT APPROX. 4.5' FROM THE GROUND. 3. CRZ SHALL BE COVERED IN 2-4" DEPTH OF HOG FUEL OR APPROVED WOOD CHIPS FOR DURATION OF CONSTRUCTION. 4. NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. 5. SITE WORK WITHIN FENCING MUST BE ACCOMPLISHED BY HAND METHODS ONLY UNLESS APPROVED BY ARBORIST. 6. ROOTS OF TREES TO BE SAVE WHICH ARE DAMAGED DURING CONSTRUCTION MUST BE TREATED IN THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER 1" IN DIAMETER, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF THE ROOT. ALL EXPOSED ROOTS WILL BE TEMPORARILY COVERED WITH DAMP BURLAP OR WOOD SHAVINGS TO PREVENT DRYING AND COVERED WITH EARTH AS SOON AS POSSIBLE. NTS TREE PROTECTION FENCING TEMPORARY EROSION AND SEDIMENTATION (TESC) CONTROL NOTES 1. APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DOES PROVIDE SAND BAGS ON NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND FILTER FABRIC FENCE STOCK PILE MATERIAL LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) OR TRIANGULAR SILT DIKE j 2. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE >; APPLICANT/TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY �. FLAGGED BY SURVEY TAPE OR FENCING. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF TEMPORARY STOCK SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS PILE MINIMIZED. 6. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES NOTES: SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL COMPACT STOCK PILE MATERIAL PER GEOTECHNICAL RECOMENDATIONS SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION, ETC.). NTS STOCK PILE PROTECTION 7. THE TESCFACILITIES SHALL BE INSPECTEDDAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUEDPROPERFUNCTIONING. 2"x2" BY 14 Go. WIRE OR 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE JOINTS IN FILTER FABRIC SHALL BE EQUIVALENT, IF STANDARD DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SPLICED AT POSTS, USE STAPLES, STRENGTH FABRIC USED SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC COVER METHODS (E.G., WIRE RINGS, OR EQUIVALENT TO FILTER SEEDING, MULCHING, PLASTIC COVERING, ETC.). ATTACH FABRIC TO POSTS FABRIC z 9. ANY AREA NEEDING TESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION, SHALL BE 2"x2" BY 14 Go. WIRE OR ADDRESSED WITHIN SEVEN (7) DAYS. EQUIVALENT, IF STANDARD `V STRENGTH FABRIC USED 10. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCEAMONTH THE SEASON, BI—MONTHLY DURING THE WET SEASON, OR H24HOURS A STORM WITHIN FOLLOWING NT. III 11. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE 1 REVIEWED WITH THE OWNER'S REPRESENTATIVE TO IDENTIFY WHICH ONES CAN BE SEEDED OR MINIMUM 4"x4" - MULCHED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED OR TRENCH MULCHED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. BACKFILL TRENCH WITH 12. FOR EROSION CONTROL MEASURES APPLIED TO THE SUBGRADE SOILS: NATIVE SOIL OR A. FUTURE LAWN AREAS — APPLY MULCH (NO SEEDING) 3/4"-1.5" WASHED B. FUTURE SHRUB PLANTING BEDS — APPLY MULCH (NO SEEDING) GRAVEL C. FUTURE PERIMETER SEEDED AREAS — SEEDING OR MULCH Ills II III I,,,II 2 x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR _ 6' MAX I EQUIVALENT j POST SPACING MAY BE ' MINIMUM 4"x4" TRENCH L� INCREASED TO 8' IF WIRE BACKING IS USED 2%4" WOOD POSTS, STEEL CALL 48 HOURS FENCE POSTS, REBAR, OR 1932FirstAve EQUIVALENT Suite 201 BEFORE YOU DIG Seattle, WA 9101 p.206.725.1211 f.206.973.5344 NTS NTS 1-800-424 -5555 engineering pIIC www.lpdengineering.com SILT FENCE 8 TESC NOTES NAKANO �X, J. A� DESIGNED BY: L. PFARR 01 /21 /22 LANDSCAPE ARCHITECTS ASSOCIATES of wasilir y DRAFTED BY: K. SCHROEDER 01 /21 /22 G. 853 Hiawatha Place S. CHECKED BY: L. PFARR 01/21/22 Seattle, 98144 Te1:206.292.9392 PROJ. ENGR.: A. WONG 01 /21 /22 www.nakanoassociates.com ��,� 30T6 DATE DATE REVISION BY K co w STAPLE TOP TIE w m SELF-LOCKING TIE - NYLON 6/6 (MIN. GRADE), 50# MIN. TENSILE STRENGTH, UV STABILIZED co j 2x2 WOOD POST m Z FENCING FENCING MATERIAL MATERIAL a. STEEL T-BAR POST SELF-LOCKING TIE - NYLON 6/6 (MIN. GRADE), 50# MIN. TENSILE STRENGTH, UV STABILIZED Ir—I.E ENVIRONMENTALLY 2' - 0" SENSITIVE AREA BOUNDARY v SIRABLE) HIGH DENSIT POLYETHYLENE OR POLYPROPYLENE ESH, AND SHALL BE UV RESIST NT. ORANGE COLOR V - 0" MIN. (DEEPER FOR UNSTABLE SOIL) 2x2 WOOD OR STEEL T-BAR POST 6"-12" PERFORATED PIPE AS NECESSARY TOP OF PIPE SHALL BE 6" MIN ABOVE GRADE PROVIDE SOLID COVER RUNOFF WITH SEDIMENT DISCHARGE TO SEDIMENT POND VIA TEMFORCE MAIN 0 0 0 00 �A �A .1 N �Oo /� 0 0 0 �� /��� PROVIDE 12" MIN WASHED ROCK AROUND PERIMETER OF PIPE � o0 o� �JU 0 0 0 0 0 0 000 WRAP WITH PERMEABLE �OooO 0 0 0 FILTER FABRIC 0 0 FILTERED 0� 0 24"-36" PVC OR HDPE � �/ Oo �% ��Do RUNOFF O � PIPE W/ 2 DIA WEEP o j 0 0 0 J00 HOLES OR APPROVED Oho 0 0 0 0 ��� EQUAL WIRE TIES O 0 0 0 ( r O �Q° 0 0 0 °° 0 0 0 WATER LEVEL'��/�� j�// SUMP PUMP AND MOTOR NOTE: USE IF NEEDED 25'R OR R=/ J 0ZZ JEFFERSON COUNTY ENGINEER 't —o l.fU ARR t 3rHLL3 APPROVAL DATE `—CONCRETE BLOCKS NTS TEMPORARY SUMP AND PUMP 6 NTS STABILIZED CONSTRUCTION ACCESS 10 6'- 0" MAX. 00 00 0000000000000000000 000000000000L ---u 00l u�l loo loo 00000000000000000u� 00000000000000000u� vl�l ��I 00 loo 00000000000000000�� 00000000000000000�� �� loo 00 00000000000000000�� 00000000000000000� ��� �� loo loo 000000000000000� 00000000000000000�� 00 L 00 00 00000000000000000�L 00000000000000000 ool loo 00 0000000000000000�� 00000000000000000�� 0 JL ool loo loo 000000000000 00000000000000000�� 00000�� 00 loo 00000000000000000�� 00000000000000000�� �� 00 loo 00000000000000000I 00000000000000000� LLL ��� 00 loo 00000000000000000�� 00000000000000000�� �� loo loo 00000000000000000�� 00000000000000000�� ��� ��� 00 loo 00000000000000000�� 00000000000000000�� ool loo 100 00000000000000000�� OOOOOOOOOOO ��� loo loo loo 0000000000000 00000000000000000�� 00000000000000000T�u 0 L 0 L 0L 0 IL uol Jefferson County L�,,[JUI ment of Public Works 1. Post shall have sufficient strength and durability to support the fence through the life of the project. NTS WSDUT STANDARD PLAN 1-10.10-01 HIGH VISIBILITY FENCE NTS NOT USED NTS NOT USED ISSUED FOR BID NOT FOR CONSTRUCTION m JUMP! PLAYGROUND C3.0 HJ CARROLL PARK JEFFERSON COUNTY, WASH. SHEET 5 OF TESC DETAILS AND NOTES 27 SHEETS Figure V-11.1: Planting Bed Cross -Section Mulch 8" Loose soil vvith_"�T visible dark organic matter 4" Loose or fractured subsoil Reprinted from Guidelines and Resources For Implementing Soil Quality and Depth BMP T5.93 in WDOE Stormwater Management Manual for Western Washington, 2010, Washington Organic Recycling Council NOT TO SCALE Planting Bed Cross -Section Revised June 2016 DEPARTMENT OF ECOLOGY Please see http.,/Avww.ecy.wa.govlcopyrighthtm/for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. NTS BMP T5.13 POST -CONSTRUCTION SOIL QUALITY AND DEPTH CALL 48 HOURS Suite2rstAve Suite 201 BEFORE YOU DIG Seattle, WA 9101 p.206.725.1211 Nmmf. 206.973.5344 1-800-424 -5555 engineering pIIC www.lpdengineering.com NTS NOT USED 0 c 2I" MIN DESIGNED BY: L. PFARR 01 /21 /22 DRAFTED BY: K. SCHROEDER 01 /21 /22 CHECKED BY: L. PFARR 01/21/22 PROJ. ENGR.: A. WONG 01 /21 /22 DATE 71: 1 REVISION .41 n r�iri rn rein ninr �rnTin�i SECTION La = 4.5 X 'D' MIN 'D' = PIPE DIAMETER 'La' = LENGTH OF APRON 2.5' MIN FOR CURB OPENING PLAN NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 853 Hiawatha Place S. Seattle, WA 98144 Tel:206.292.9392 www.nakanoassociates.com PROPOSED GRADE zCD �oz NTS QUARRY SPALL DISCHARGE PAD NTS NOT USED NTS NOT USED 5 GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) 4" PERF PIPE INVERT PER PLAN PERFORATIONS DOWN NATIVE — MATERIAL FILTER FABRIC WRAP MIRAFI 1160N OR EQUIVALENT J 0ZZ JEFFERSON COUNTY ENGINEER SET FLUSH W/FINISHED LANDSCAPE GRADE HDPE VALVE BOX SIZED FOR ADEQUATE ACCESS DIA PER PLAN SEE PLAN FOR I.E. AND DIA N COBBLES PER LANDSCAPE 2" PEA GRAVEL 45° BENDS JP FLOW LANDSCAPED AREAS APPROVAL DATE r_RADE TO pRA�N NTS FRENCH DRAIN REMOVABLE GRIPPER PLUG FRAME AND GRATE SEE APPLICABLE DWGS 6" RISER SECTION 1 #3 BAR HOOP 3 12" RISER SECTION 2 #3 BAR HOOP 00 I o"� r �h 00 #3 BAR EACH -1LTER FABRIC CORNER / #3 BAR HOOP PRECAST BASE SECTION (MEASUREMENT AT THE a/ TOP OF THE BASE) a4 #3 BAR EACH WAY NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. NTS 26. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 CLEANOUT SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIA. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 6. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIA. PLUS CATCH BASIN WALL THICKNESS. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1 /2"/FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT STD PLAN B-5.60-01. 12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. 13. CATCH BASIN INSTALLATION SHALL BE PER CONTRACT DOCUMENTS AND DETAILS. NTS 0 CATCH BASIN TYPE 1 NTS ISSUED FOR BID NOT USED 9 NOT FOR CONSTRUCTION Jefferson County U,"[J,rtment of Public Works JUMP! PLAYGROUND C3.1 HJ CARROLL PARK JEFFERSON COUNTY, WASH. SHEET 6 OF DRAINAGE DETAILS 27 SHEETS 1\ I ^ ,l � - 1 -108^ �1 I I � i 1 I. „XI CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 I II II 1121 DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com JEFFERSON COUNTY ENGINEER APPROVAL DATE 1 1 LEGEND SYMBOL DESCRIPTION CONCRETE PAVING 1 L1.8 2 CRUSHED ROCK PATH L1.8 CHAIN LINK FENCE 5 0 EXISTING TREES TO REMAIN SITE RESTORATION GROUND COVERS QTY BOTANICAL / COMMON NAME 14,382 SF LAWN RESTORATION TREATMENTS, REFER TO 1 /L3.2 24,312 SF RESTORE TO PRE CONSTRUCTION CONDITIONS CRUSHED ROCK PATH NORTHING/EASTING POINT SCHEDULE POINT DESCRIPTION NORTHING EASTING 152 START CRUSHED ROCK CENTER LINE N 10020.8450 E 10226.2357 153 CRUSHED ROCK CENTER LINE N 10030.1700 E 10229.8430 154 CRUSHED ROCK CENTER LINE N 10039.7036 E 10232.8623 155 CRUSHED ROCK CENTER LINE N 10049.4003 E 10235.2867 156 CRUSHED ROCK CENTER LINE N 10059.2309 E 10237.0999 157 CRUSHED ROCK CENTER LINE N 10069.1595 E 10238.2996 158 CRUSHED ROCK CENTER LINE N 10079.1426 E 10238.8798 159 CRUSHED ROCK CENTER LINE N 10089.1447 E 10238.8392 160 CRUSHED ROCK CENTER LINE N 10099.0955 E 10238.0814 161 CRUSHED ROCK CENTER LINE N 10109.0582 E 10237.1535 162 CRUSHED ROCK CENTER LINE N 10129.0199 E 10237.8950 188 CRUSHED ROCK CENTER LINE N 10119.0561 E 10237.0862 163 CRUSHED ROCK CENTER LINE N 10138.8779 E 10239.5575 164 CRUSHED ROCK CENTER LINE N 10148.5532 E 10242.0679 165 CRUSHED ROCK CENTER LINE N 10157.9751 E 10245.4074 166 CRUSHED ROCK CENTER LINE N 10166.6803 E 10250.2135 167 CRUSHED ROCK CENTER LINE N 10172.3760 E 10258.3155 168 GRAVEL PATH CENTER LINE N 10173.7486 E 10268.1321 169 GRAVEL PATH CENTER LINE N 10173.4510 E 10278.1326 170 END CRUSHED ROCK CENTER LINE N 10173.1576 E 10287.8340 171 CRUSHED ROCK EDGE N 10054.3196 E 10201.3210 172 CRUSHED ROCK EDGE N 10048.2614 E 10200.9695 173 CRUSHED ROCK EDGE N 10043.5724 E 10223.1629 174 CRUSHED ROCK EDGE N 10049.3092 E 10225.0354 LEGEND -(vxx CONTROL POINT REFERENCE: SEE CIVIL SHEET C1.0 FOR PROJECT BENCHMARK CONTROL POINT #1 N 10,000.00 E 10,000.00 ELEV. 1 1 1 .86' Jefferson County �.,Nurtment of Public Works SCALE III FEET IN IN IN IN IN IN IN IN IN IN wm=mmmm. ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. SITE LANDSCAPE LAYOUT PLAN L1.0 SHEET OF 27 SHEETS DATE I DATE REVISION NORTHING/EASTING POINT SCHEDULE - NORTH LEGEND \ I o I ` o \ \i00 / \ / � � % c) \ \ I / 45 \ \ 57 127 ` DD 6 \ \ 4 128 I U� \� \ �4 / Cl \ I 55 \ \ \ \ 48� \ 1 9 \ \ �30 41 // � \ \ �% / \ 43 129 a2 54 C253 \ 3 \ \ 50C22 1 co N 1121 O 68 A 42 37 58 I CULL 113 38 \ / 36 n 59/ 114 / I \ I t \ ' I 35 40 39 __ -1 � \ 138 \ \ I I 124 j / / \ /I 70 I 183 1 I \ C 41 117 123 6 C� _(1 87 I' 1 U9 \ N i - 184 _(1 82 31 / 1 63 2 G / 115 72 � 185 1 \ \ 34 1 1/165 / C 1 2 1 3 O) 66 140 I % \ \ 73 U 122 \ / II 67 \ \ I 3 / I \ / 135 I / 47 N I ' �25 � \ I 139 F c/ \ 1 \\I" \ O 32 I I-\ I_ , I 136 I I , I 1 31 I � \ 30 I ' C) M \ ' 290 I s 29 87 90 I � I 25 189 ox A c , 26 27 I�I rlI \ \ 142 I 6 0 „ Typ � I \ \ \ / ' 5# 43 91 \ 21 74 149 23 000 24 � C33 I I \ / Q ' 89 I I / 7 76 i 147 c322 � ' Q 93 94 95 _ J � I / - - -- --�---------- 88 �9 92 C 40 I CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NORTHING/EASTING POINT SCHEDULE - NORTH CONT'D 182 CP OF DRIFTWOOD PLAYHOUSE N 10148.8241 E 10029.2011 183 LOCATION OF FOOTING FOR DRIFTWOOD N 10153.1039 E 10027.8105 PLAYHOUSE 184 LOCATION OF FOOTING FOR DRIFTWOOD N 10148.8241 E 10024.7011 PLAYHOUSE 185 LOCATION OF FOOTING FOR DRIFTWOOD N 10144.5444 E 10027.8105 PLAYHOUSE 186 LOCATION OF FOOTING FOR DRIFTWOOD N 10146.1791 E 10032.8416 PLAYHOUSE 187 LOCATION OF FOOTING FOR DRIFTWOOD N 10151.4692 E 10032.8416 PLAYHOUSE 190 PT CURVE 12 N 10104.3425 E 9998.5409 DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com QD Z) I PLAY EQUIPMENT I SAFETY USE ZONE, TYP. BENCH, TYP. 1 DRIFTWOOD -.10 PLAYHOUSE SEASNAIL PLAZA L17 ENLARGEMENT PLAN ■I�I�I�I�I� MATCHLINE - SEE L1.2 lO SCALE IN FEET IN IN IN IN IN IN IN IN IN JEFFERSON COUNTY ENGINEER -• ► 1 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 APPROVAL DATE DESCRIPTION PC CURVE 10 MP CURVE 10 PT CURVE 10 PC CURVE 11 MP CURVE 11 PT CURVE 11/ PC CURVE 12 MP CURVE 12 PC CURVE 13/ START OF CURB MP CURVE 13 PT CURVE 13/ PC CURVE 14 MP CURVE 14 PT CURVE 14/ PC CURVE 15/ END OF CURB MP CURVE 15 PT CURVE 15/ PC CURVE 16 MP CURVE 16 PT CURVE 16/ PC CURVE 17 MP CURVE 17 PT CURVE 17 CP CIRCLE 18 START OF SEAT WALL PC CURVE 19 MP CURVE 19 PT CURVE 19/ PC CURVE 20/ PC CURVE 21 MP CURVE 20 PT CURVE 20 START OF CURB MP CURVE 21 PT CURVE 21 / PC CURVE 22 MP CURVE 22 PT CURVE 22/ PC CURVE 23/ PC CURVE 26 MP CURVE 23 PT CURVE 23/ PC CURVE 24/ PC CURVE 30 MP CURVE 24 PT CURVE 24/PC CURVE 25 MP CURVE 25 PT CURVE 25 MP CURVE 26 PT CURVE 26 PC CURVE 27 MP CURVE 27 PT CURVE 27 PC CURVE 28 MP CURVE 28 PT CURVE 28/ PC CURVE 29 MP CURVE 29 PT CURVE 29 MP CURVE 30 PT CURVE 30/ PC CURVE 31 MP CURVE 31 PT CURVE 31 / PC CURVE 32 MP CURVE 32 PT CURVE 32 LOCATION OF NET CLIMBER (A) LOCATION OF NET CLIMBER (A) LOCATION OF DISK SWING (B) LOCATION OF DISK SWING (B) LOCATION OF ROLLER SLIDE (C) LOCATION OF ROLLER SLIDE (C) LOCATION OF GRANDIOSO CHIMES (D) LOCATION OF GRANDIOSO CHIMES (D) LOCATION OF INCLUSIVE MERRY-GO-ROUND (E) LOCATION OF CUSTOM SPRING RIDER (F) LOCATION OF PLAY STRUCTURE 2 (G) LOCATION OF PLAY STRUCTURE 2 (G) LOCATION OF PLAYMOUND (H) LOCATION OF ROCK CLIMBING (1) LOCATION OF ROCK CLIMBING (1) LOCATION OF ROCK CLIMBING (1) LOCATION OF QUIET SPOT (J) LOCATION OF QUIET SPOT (J) LOCATION OF SEA CREATURE - ORCA (K) LOCATION OF SEA CREATURE - ORCA (K) LOCATION OF SEA CREATURE - ORCA TAIL (L) LOCATION OF SEA CREATURE - ORCA TAIL (L) LOCATION OF SEA CREATURE - ORCA MAMA AND CALF (M) LOCATION OF SEA CREATURE - ORCA MAMA AND CALF (M) FOOTING OF COMMUNICATION BOARD (N) FOOTING OF COMMUNICATION BOARD (N) CUSTOM SCULPTURE - SEA URCHIN LARVAE (0) CUSTOM SCULPTURE - SEA URCHIN LARVAE (0) NORTHING N 10082.2364 N 10085.8763 N 10088.3484 N 10097.3815 N 10094.1572 N 10093.9623 N 10103.1304 N 10103.8385 N 10107.7952 N 10111.3503 N 101 18.8605 N 10125.2681 N 10139.0553 N 10157.2015 N 101 68.4522 N 10174.4840 N 101 69.0268 N 10157.3946 N 10155.9513 N 10152.01 10 N 10173.9944 N 10185.2880 N 10195.5832 N 10202.5414 N 10139.7046 N 10123.3725 N 10192.8926 N 10189.3378 N 10182.0352 N 10181.1614 N 10185.4609 N 10184.7536 N 10185.8561 N 10194.8778 N 10197.7730 N 10200.3841 N 10173.7209 N 101 66.0809 N 10151 .3361 N 10146.3725 N 10143.6196 N 10142.9096 N 10140.7278 N 10137.4675 N 10133.9732 N 10130.3162 N 10176.3697 N 101 67.5807 N 10153.5575 N 10147.0923 N 10143.6800 N 10133.0660 N 10172.4065 N 101 63.6871 N 101 44.0831 N 10132.7644 N 10150.7025 N 10151 .6185 N 10195.1750 N 10188.7823 N 10176.2824 N 101 32.1087 N 10152.7587 N 10156.7247 N 10124.7034 N 10192.1764 N 10198.2671 N 10197.3605 N 10187.6087 N 10190.9984 N 10146.6767 N 10138.0189 N 10137.1166 N 10132.5324 N 10124.6380 N 101 17.0277 N 101 61 .3831 N 10156.3940 N 10125.7917 N 10134.5059 Jefferson County �,,Nurtment Of Public Works EASTI N G E 9937.7045 E 9938.3555 E 9941 .1052 E 9934.0812 E 9936.2116 E 9940.0712 E 9968.6003 E 9973.1359 E 9971.6704 E 9969.3985 E 9962.0971 E 9953.8124 E 9941 .1839 E 9936.6807 E 9940.7555 E 9951.0898 E 9961 .4518 E 9960.0937 E 9954.7865 E 9950.9493 E 9949.0859 E 9947.7509 E 9952.5815 E 1001 6.8236 E 10031.8340 E 10021.9497 E 9956.0867 E 9958.2337 E 9964.0326 E 9973.2909 E 9985.8284 E 9999.0638 E 10010.2577 E 1001 6.9758 E 10018.0251 E 10019.6522 E 9971.4630 E 9971 .1253 E 9968.7338 E 9965.2069 E 9959.5271 E 9956.8617 E 9954.4388 E 9954.4698 E 9955.3432 E 9955.1975 E 10002.2654 E 10000.4504 E 10001.5676 E 10013.8197 E 10024.2395 E 10027.81 15 E 10008.6638 E 10028.2723 E 1001 7.1891 E 10015.3867 E 9954.3561 E 9957.7341 E 10020.3186 E 10026.4147 E 9991 .7431 E 9964.2177 E 9958.9645 E 9959.9309 E 9974.0286 E 9971.7567 E 9988.3776 E 9998.3699 E 9951 .631 7 E 9953.8030 E 9976.0778 E 9978.6221 E 9978.8873 E 9980.2345 E 9983.7044 E 9986.0842 XO PLAY EQUIPMENT, SEE SHEET L1.5 ♦ CONTROL POINT ACRONYMS PC POINT OF CURVATURE PT POINT OF TANGENT MP MID -POINT OF CURVE C CURVE OR CIRCLE CP CENTER POINT REFERENCE: SEE CIVIL SHEET C1.0 FOR PROJECT BENCHMARK CONTROL POINT #1 N 10,000.00 E 10,000.00 ELEV. 1 1 1 .86' E 9994.8857 E 9995.2156 E 9991.8974 E 9999.5343 ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. LAYOUT PLAN - NORTH L1.1 SHEET c� OF 27 SHEETS DATE DATE REVISION 0 +4 \ \ 6'-0" % +42 ®� TYP 5# 43 91 21 ��b 89 I ' 2 93 94 95 /� 39 C40 - 3 J 00 1 I II 144 \ O J I II I II II 0 0 0 4 14+ 0 \75 6 147 II � I II n O c9 20 II \� 145 I I 15b* T r- C35 81 MATCHLINE - SEE L1.1 W PLAY EQUIPMENT I SAFETY USE ZONE, TYP. PICNIC TABLE WITH UMBRELLA 3 DONATION RECOGNITION L/1 5 82 I I :1.12 SIGN 84 \ ` IV j/ 2 1.7 SEAT WA \ 2"CHER c�6 / 146 - - - - - _ �� I ` \ - 83 g wj� ` \ i 80 i� �177 \ ` \ \\ I 17+ 17 w - �1 19 --,18 I C 7 15 17 P UGP S 14 SS-_ - \ DRINKING 1 3 FOUNTAIN - - - - - - - L1 9 PLAYGROUND ENTRY INTERPRETIVE SIGNAGE ---- - PILING MOUNT L1.12� NORTHING/EASTING POINT SCHEDULE - SOUTH POINT DESCRIPTION 1 PC CURVE 1 2 MP CURVE 1 3 PT CURVE 1 / CP CURVE 2 4 MP CURVE 2 5 PT CURVE 2 6 CP CIRCLE 3 7 PC CURVE 4 8 MP CURVE 4 9 PT CURVE 4 10 PC CURVE 5 11 MP CURVE 5 12 PT CURVE 5/ PC CURVE 6 13 MP CURVE 6 14 PT CURVE 6/ PC CURVE 7 15 MP CURVE 7 16 PT CURVE 7/ PC CURVE 8 17 MP CURVE 8 18 GATE 19 PT CURVE 8/ PC CURVE 9/ PC CURVE 36/START OF CURB 20 MP CURVE 9 21 PT CURVE 9 74 PC CURVE 33 75 MP CURVE 33 76 PT CURVE 33 77 MP CURVE 34 78 PC CURVE 35/ START OF SEAT WALL 79 END OF SEAT WALL 80 PT CURVE 34 81 MP CURVE 35 82 PT CURVE 35 83 CP DRINKING FOUNTAIN 84 MP CURVE 36 85 PT CURVE 36/ PC CURVE 37 86 MP CURVE 37 87 PT CURVE 87/ START OF CURB CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH NORTHING N 9923.9914 N 9945.0377 N 9968.6628 N 9991.2969 N 1001 1 .7614 N 10016.2710 N 9992.0959 N 10001.2869 N 10010.8457 N 10015.8080 N 10026.5802 N 10025.0381 N 10024.1211 N 10030.1750 N 10034.6391 N 10031 .8210 N 10031 .1830 N 10033.4450 N 10038.7276 N 10061.7374 N 10089.4259 N 10091.7203 N 10088.3030 N 10087.1685 N 10068.7588 N 10058.1802 N 10042.9298 N 10041 .5013 N 10053.8300 N 10052.8814 N 10044.7562 N 10049.4670 N 10090.2020 N 10094.1748 N 10098.3693 I ' I / 8 EASTI N G E 10245.0929 E 10234.3528 E 10234.7116 E 10236.1525 E 10226.3757 E 10224.2162 E 10216.4735 E 10222.1239 E 10227.1272 E 10219.2368 E 10188.8718 E 10156.6895 E 10129.8508 E 10103.6876 E 10079.7024 E 10055.4686 E 10036.6696 E 10029.6328 E 10019.4725 E 10004.0574 E 10004.7231 E 10024.6450 E 10031.9252 E 10040.0310 E 10044.6301 E 10042.1965 E 10028.8409 E 10026.1293 E 10028.91 19 E 10014.6848 E 10027.5387 E 9979.4222 E 9971.6753 E 9973.1424 E 9973.7292 POINT DESCRIPTION 88 PC CURVE 38 89 MP CURVE 38 90 PT CURVE 90 91 PC CURVE 39 92 MP CURVE 39 93 PT CURVE 39/ PC CURVE 40 94 MP CURVE 40 95 PT CURVE 40 141 LOCATION OF DRUM 1 (Q) 142 LOCATION OF DRUM 2 (R) 143 LOCATION OF DRUM 3 (S) 144 LOCATION OF PLAY STRUCTURE 1 (T) 145 LOCATION OF PLAY STRUCTURE 1 (T) 146 LOCATION OF SPINNER (U) 147 LOCATION OF SWING SET (V) 148 LOCATION OF SWING SET (V) 149 CP LOCATION OF EMPORER CHIMES (W) 150 FOOTING OF COMMUNICATION BOARD (N) 151 FOOTING OF COMMUNICATION BOARD (N) 175 FOOTING FOR DONATION SIGN 176 FOOTING FOR DONATION SIGN 177 LOCATION OF PILING MOUNTED INTERPRETIVE SIGNS 178 LOCATION OF PILING MOUNTED INTERPRETIVE SIGNS 179 LOCATION OF POST MOUNTED INTERPRETIVE SIGN 180 LOCATION OF POST MOUNTED INTERPRETIVE SIGN 181 LOCATION OF PILING MOUNTED INTERPRETIVE SIGNS 189 PC CURVE 34 NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com ss� NORTHING N 10079.4415 N 10087.9896 N 10098.9348 N 10089.5277 N 10081 .1962 N 10080.9065 N 10082.0993 N 10082.3558 N 10094.8883 N 10092.1082 N 10090.0171 N 10066.8196 N 10061.0688 N 10045.7966 N 10083.4724 N 10060.0477 N 10091.9269 N 10057.5651 N 10053.1558 N 10039.8559 N 10040.3995 N 10041.9771 N 10038.3984 N 10033.3892 N 10033.0258 N 10033.4523 JEFFERSON COUNTY ENGINEER r< - C 6 - EASTING E 9969.1659 E 9976.1592 E 9978.7403 E 9976.8582 E 9985.9107 E 9994.6059 E 9999.0818 E 10002.91 1 1 E 9976.0330 E 9975.2775 E 9974.3381 E 10001 .801 1 E 10002.2948 E 10003.7383 E 10024.9931 E 10028.2200 E 10031 .1749 E 10003.6314 E 10005.6071 E 10055.0388 E 10057.9891 E 10063.3763 E 10108.1757 E 10129.3060 E 10134.2928 E 10156.2714 APPROVAL DATE 3 INTER 1.12 _ PC 181 11 I I I I 1 CRUSHED ROCK PATH SEE 2 SHEET L1.0, SITE L1.8 I ANF)SCAPF I AYnUT PI AN fGp 12 - C) _ _ �-- - co CRUSHED ROCK PATH 2 W/ STEEL EDGING LEGEND XO PLAY EQUIPMENT, SEE SHEET L1.5 + CONTROL POINT ACRONYMS PC POINT OF CURVATURE PT POINT OF TANGENT MP MID -POINT OF CURVE C CURVE OR CIRCLE CP CENTER POINT REFERENCE: SEE CIVIL SHEET C1.0 FOR PROJECT BENCHMARK CONTROL POINT #1 N 10,000.00 E 10,000.00 ELEV. 1 1 1.86' Jefferson County �,,Nurtment of Public Works I" 7 I I I I I I I I J 107 _ UGP Cic: SS- d ��I 1 O P R5 ,0" I PP I4 QD "PINE n 4 1 6)-0„ , _I C \ TYP. a 3 � I i „ � 1 � 2 1 I I I I 2 \ a El woo woo vok I ■ d� 1 ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. LAYOUT PLAN - SOUTH L1.2 I SHEET 9 OF 27 SHEETS DATE DATE REVISION BY / 1 O o I � ' LIMIT OF WORK, TYP. I I I i 1 1 1 1 108 I109.6 \ I 109.8 i o, II � \ IEl LOOKOUT 1 ' MOUND 1.11 ENL RGEMENT ' PLAN 1 EXISTING 000`� GRADE . 000 106.0± CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH 106.5 DATE I DATE 0 106.4 D4 UNIFORM SLOPE 106.4 FOR EMBANKMENT 1.11 ROLLER SLIDE INSTALLATION. 106.4 106.4 REVISION 106.4 106.0 106.1 106�\���o\ 0 106.65 106.75 NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com L ® LJ `a A A f� A 1 LIMIT OF WORK, TYP. UGP- I MATCHLINE - SEE L1.4 SCALE IN FEET 10 0 10 20 JEFFERSON COUNTY ENGINEER APPROVAL DATE GRADING LEGEND SYMBOL DESCRIPTION PROPOSED 1' CONTOUR LINE PROPOSED 6" CONTOUR LINE (LOOKOUT MOUND ONLY) EXISTING CONTOUR LINE Jefferson County U,.Nurtment Of Public Works GRADING NOTES 1. REFER TO CIVIL DRAWINGS FOR DRAINAGE. 2. REFER TO SHEET L1.13 FOR PLAYGROUND SUBSURFACE DRAINAGE PLAN 3. COORDIANTE WORK WITH SUBSURFACE UNDERDRAIN SYSTEM, REFER TO 1-1.13. 4. CONTRACTOR SHALL INDEPENDENTLY VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO BEGINNING ANY WORK. 5. CONTRACTOR SHALL VERIFY PLAY EQUIPMENT FEATURES, FOOTINGS, DIMENSIONS, AND SAFETY REQUIREMENTS PRIOR TO COMMENCING GRADING ACTIVITI ES. ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND L1.3 HJ CARROLL PARK JEFFERSON COUNTY, WASH. SHEET OF GRADING PLAN - NORTH SHEETS G SS LIMIT OF WORK, TYP. /---------------—___ SS \� —110< 7/77//7 7//77T --110------ --- ��,� GRADING LEGEND CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH DESCRIPTION PROPOSED 1' CONTOUR LINE PROPOSED 6" CONTOUR LINE (LOOKOUT MOUND ONLY) EXISTING CONTOUR LINE NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com JEFFERSON COUNTY ENGINEER APPROVAL DATE Jefferson County �,,Nurtment Of Public Works l ' 1 C SS / C P P I P I ' "PINE "PINE a / / �f woo SSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. GRADING PLAN - SOUTH L1.41 r SHEET 11 OF 27 SHEETS DATE DATE REVISION II PLAYGROUND GRASS SAFETY SURFACING ON SLOPES I LOOKOUT 1111 ' MOUND ENLARGEMENT ' I I PLAN I \ 1 CHAINLINK \ �\ ♦ C� PEDESTRIAN GATE r ool CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH J\ NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com CHAINLINK PEDESTRIAN GATE FLUSH CURB, TYP. LIMIT OF WORK, TYP. C C c �UGP W —I— PLAY EQUIPMENT 1I SAFETY USE ZONE, TYP. BENCH, TYP. DRIFTWOOD PLAYHOUSE 1 I O I 1 I SEASNAIL PLAZA ENLARGEMENT PLAN MATCHLINE — SEE L1.6 CHAINLINK FENCE, TYP. SCALE IN FEET 10 0 10 20 JEFFERSON COUNTY ENGINEER APPROVAL DATE MATERIAL LEGEND SYMBOL DESCRIPTION + -1 3 ++++++++++ PLAYGROUND GRASS SAFETY SURFACING — GREEN 10' CFH 3 PLAYGROUND GRASS SAFETY SURFACING — GREEN 6' CFH L1.10 PLAYGROUND GRASS SAFETY SURFACING — GREEN 4' CFH L1.10 3 PLAYGROUND GRASS SAFETY SURFACING - BLUE 6' CFH L1.10 J J J 3 PLAYGROUND GRASS SAFETY SURFACING - BLUE 4CFH L1.10 PLAYGROUND GRASS SAFETY SURFACING - GOLD 6' CFH 3 RUBBER TILE SAFETY SURFACING - TAN 8' CFH 2 L1.10 1 CONCRETE PAVING L1.8 2 CRUSHED ROCK PATH L1.8 PLAY EQUIPMENT SCHEDULE - NORTH Type Manufacturer Model Name and Number Supervised Community Build PLAY EQUIPMENT PROVIDED AND INSTALLED BY OTHERS OA Net climber Gametime GT Wave Partial build OB Disk swing Landscape Structures Oodle Swing #173592 Partial build OC Roller slide Landscape Structures 40" Rollerslide Model #123333 No OD Chimes Landscape Structures Rhapsody° Grandioso Chimes #214442 Yes OE Inclusive Merry -Go -Round Landscape Structures WE GO ROUND 248819 Partial build OF Custom spring rider Gametime Sitka Fish (custom) Yes OG Play structure 2 Gametime see plan Partial build OH Playmound Landscape Structures 5' x 10" No Oj Rock climbing Landscape Structures AdventureScapes (R) Design 5 No PLAY EQUIPMENT PART OF CONTRACT �j Quiet Spot BCI Burke Serenity Spot Partial build O Sea Creature Play Park n'Play Orca Whale No Sculpture O Sea Creature Play Sculpture Park n'Play Orca Whale Tail No O Sea Creature Play Sculpture Park n'Play Orca Whale Mama and Calf No ON Communication Board talktometechnologies.com 70"x 19" post -mount double sided No communication board OO Custom Sculpture ID Sculpture Sea Urchin Larvae Sculpture, see 1 /A1.0 No OP Custom Sculpture ID Sculpture Sea Snail Bench Sculpture, see 4/1_1 .8 No NOTE 1. REFER TO SHEET L1.6 FOR EQUIPMENT AND MATERIALS NOTES. Jefferson County tment Of Public Works ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. EQUIPMENT & MATERIALS PLAN - NORTH L1.5 SHEET 12 OF 27 SHEETS 11: O DATE REVISION :1 - - J J J J - - J - J - - J J JI IJ � \ J /J J J J J J _X J J J O J J J J J J J J J J J J J J J J� J J J J�J S J J J J �J J J J J J J J J\ J J J J J J J J J J J\J J J J J J J J J J J J J J J J J J J J J \1 J J J r J J J J J J J II J J J J J U J J J J J J J J/ J J J J J J J J J J J J J J J J J 6 ` CHAINLINK L \ VEHICULAR GATE 1.9 G-)� ° ° MATCHLINE - SEE L1.5 O ° � O �CHAINLINK FENCE, TYP. L1.9 O PLAY EQUIPMENT SAFETY USE ZONE, TYP. 3 FLUSH CURB, TYP. L1.8 d (L1.10 SOUTH SEAT WALL P UGP I DRINKING S-1- _ _ -� - - _ - SS FOUNTAIN J `------- 1 PLAYGROUND ENTRY l Ui L1.9 ENLARGEMENT PLAN ---------------1nn PLAY EQUIPMENT SCHEDULE - SOUTH Type Manufacturer Model Name and Number Supervised Community Build PLAY EQUIPMENT PROVIDED AND INSTALLED BY OTHERS ODrum 1 Landscape Structures Rhapsody Goblet Drum #214443 Yes OR Drum 2 Landscape Structures Rhapsody kettle drum 214445 Yes SO Drum 3 Landscape Structures Rhapsody Kundu drum #214444 Yes OT Play structure 1 Gametime see plan No UO Spinner Gametime Sensory Wave Spinning Seat #3205 Yes OV Swing set Gametime Incl. Expression Swing #5128, see plan No PLAY EQUIPMENT PART OF CONTRACT OChimes Percussion Play Emperor Chimes (Set of 6), Ground Install Yes O Communication Board talktometechnologies.com 70"x 19" double -sided post -mount communication board No CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 EQUIPMENT AND MATERIALS NOTES 1. REFER TO L1.13 FOR PLAYGROUND SUBSURFACE DRAINAGE PLAN AND CIVIL DRAWINGS FOR SITE DRAINAGE. 2. CONTRACTOR TO PROVIDE PLAYGROUND GRASS DRAIN SERVICE ACCESS AS SHOWN ON DETAIL 5/ L1.10 3. HORIZONTAL CONCRETE SURFACES EXCEPT SEAT WALLS SHALL BE LIGHT BROOM FINISH. 4. REFER TO L1.0 FOR ADDITIONAL SITE MATERIALS AND EQUIPMENT. 5. REFER TO L1.7-L1.12 FOR HARDSCAPE, FENCE, GATE AND PLAYGROUND DETAILS. DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH 3 DONATION RECOGNITION 1.12 SIGN 6. REFER TO L1 .3-L1 .4 AND 1 /L1 .1 1 FOR GRADING. 7. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A PAVEMENT JOINTING AND SCORING PLAN PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. VERIFY ALL DIMENSIONS IN THE FIELD. 9. DISCREPANCIES BETWEEN THE SITE CONDITIONS AND PLANS ARE TO BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 10. SITE FURNITURE LOCATIONS TO BE VERIFIED IN FIELD BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL VERIFY PLAY EQUIPMENT NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com CLEAT BENCH, BY OTHERS w UGP- UGP SS INTERPRETIVE SIGNAGE 3 - PILING MOUNT, BY L1.12 --- OTHERS MATERIAL LEGEND I/ I I I I i 2 GRAVEL PATH W/ L1.8 NO STEEL EDGING 3 INTERPRETIVE SIGNAGE 1.12 - POST MOUNT LIMIT OF WORK, TYP V P -UGP UGP ----_ _ SS SS L� � SYMBOL DESCRIPTION ++++++++++ PLAYGROUND GRASS SAFETY SURFACING - GREEN 10' CFH 3 PLAYGROUND GRASS SAFETY SURFACING - GREEN 6' CFH L1.10 r3 PLAYGROUND GRASS SAFETY SURFACING - GREEN 4' CFH L1.10 3 PLAYGROUND GRASS SAFETY SURFACING - BLUE 6' CFH L1.10 J J J 3 J J J J J PLAYGROUND GRASS SAFETY SURFACING - BLUE 4' CFH L1.10 -- PLAYGROUND GRASS SAFETY SURFACING - GOLD 6' CFH 3 L1.10 RUBBER TILE SAFETY SURFACING - TAN 8CFH 2 L1.10 1 CONCRETE PAVING L1.8 2 CRUSHED ROCK PATH L1.8 FEATURES, DIMENSIONS, AND SAFETY REQUIREMENTS PRIOR TO LAYING OUT PLAY STRUCTURES, PERIMETER CURBS, AND UTILITIES THROUGH PLAY AREA. 12. CONTRACTOR SHALL ENSURE UTILITIES ARE SITED SO THEY DO NOT INTERFERE WITH PLAY EQUIPMENT LAYOUT AND FOOTINGS. 13. CONTRACTOR SHALL ENSURE MINIMUM SAFETY FALL ZONES ARE MET CONFORMING TO ASTM AND CPSC REQUIREMENTS. 14. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK WITH THE INSTALLATION OF PLAY EQUIPMENT BY OTHERS. JEFFERSON COUNTY ENGINEER APPROVAL DATE IN . IN . IN . IN . IN . 2 GRAVEL PATH W/ L1.8 STEEL EDGING 09\ I Jefferson County �,,Nurtment of Public Works 0 cio GP / ' Clcc � RELOCATED O P P SALVAGED BOULDER _ _ 1 S� 1 Q) 1 i�j4"PIN/ ` ' "PINE ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. EQUIPMENT & MATERIALS PLAN - SOUTH L1.61 SHEET 13 OF 27 SHEETS DATE DATE REVISION I BY �i� SEA SNAIL PLAZA ENLARGEMENT PLAN 1 /4"=1 ' CD _I HH CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 Y2" RADIUS, ALL END EDGES, TYP. • 2 2 SEAT WALL SECTION 5'-0" TYP. KEEP TOP OF WALL EVEN m 0a I I I P-JU-79 NORTHING/EASTING POINT SCHEDULE FOR DETAIL 1/L1.7 POINT DESCRIPTION 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 112 PC CURVE 41 START OF SEATWALL MP CURVE 41 END OF SEAT WALL/PT CURVE 41 /PC CURVE 42 MP CURVE 42 PT CURVE 42/ PC CURVE 43 MP CURVE 43 PT CURVE 43/ PC CURVE 44 MP CURVE 44 PT CURVE 44/ PC CURVE 45 MP CURVE 45 PT CURVE 45/ PC CURVE 46 MP CURVE 46 PT CURVE 46 CP SEA SNAIL BENCH FOOTING FOR COMMUNICATION BOARD (N) FOOTING FOR COMMUNICATION BOARD (N) 1 /4" RADIUS, ALL BACK EDGES #4 REBAR 12" O.C. MIN. 2" CLEAR FROM ALL SURFACES 3/4" MINUS CRUSHED AGGREGATE NORTHING EASTING LEGEND N 842'-0.7584" E 832'-8.2508" CONTROL POINT N 840'-8.6797" E 834'-6.9499" N 840'-1 1 .1551 " E 835'-1.2174" ACRONYMS N 843'-7.1458" E 835'-1.8056" PC POINT OF CURVATURE N 843'-4.1046" E 833'-3.4105" PT POINT OF TANGENT N 841'-5.5495" E 833'-9.7834" MP MID -POINT OF CURVE N 841'-10.8844" E 834'-11.6732" C CURVE OR CIRCLE N 843'-2.2158" E 834'-8.0761 " CP CENTER POINT N 842'-11.1845" E 833'-8.7096" N 841'-11.4804" E 833'-10.5966" REFERENCE: SEE CIVIL SHEET C1.0 FOR PROJECT N 841'-11.8253" E 834'-5.8111" BENCHMARK CONTROL POINT #1 N 842'-6.8777" E 834'-7.8220" N 10,000.00 E 10,000.00 N 842'-9.4465" E 834'-2.6858" ELEV. 111.86' N 842'-4.7685" E 833'-11.3548" N 842'-4.5441 " E 834'-2.4732" N 843'-8.8499" E 833'-10.5561 " N 843'-10.0822" E 834'-3.2279" RECESSED INSET WITH ART TILE WHERE SHOWN ON PLANS / RECESSED INSET FOR \ ART TILE WHERE 1 /2" RADIUS, ALL FRONT SHOWN ON PLANS \ AND END EDGES 3/8 THICK ART ___�ART RECESSED INSET TILE WHERE WITH SHOWN I 1� ON ELEVATIONS FINISHED GRADE ISOLATION JOINT 0 3-#4 REBAR @ EQ. SPACING (CURVED). MIN 3" CLEAR FROM ALL o SURFACES, TYP. #4 REBAR @ 12"O.C. VERT. AND HORIZ. (CURVED), EACH FACE. MIN 2" CLEAR FROM ALL SURFACES, TYP. PREPARED SUBGRADE a_ w�_ z= a_ �w 0 TILE, BY OTHERS 1'-0" 2" y2 TYP. 1 /2" RADIUS rQ RECESSED INSET FOR ART TILE 1 /4" RADIUS WHERE SHOWN ON ELEVATIONS ;- ART TILE, BY OTHERS FINISHED GRADE NOTES: COMPACTED TO 95/ 1. ALL CONCRETE SURFACES TO BE SMOOTH FINISH. 2. FOR RECESSED INSET LOCATIONS ON SEASNAIL PLAZA SEATWALL REFER TO ENLARGEMENT PLAN 1 /L1.7 AND FLATTENED ELEVATION 3/1_1.7. 3. FOR RECESSED INSET LOCATIONS ON SOUTH SEATWALL REFER TO ENLARGEMENT PLAN AND FLATTENED ELEVATION 1 /L1.10. P-JU-80 4. FOR RECESSED INSET LOCATIONS ON LOOKOUT MOUND SEATWALL REFER TO ENLARGEMENT PLAN 1 /L1 .1 1 AND FLATTENED ELEVATION 2/L1.1 1. 1 SEAT WALL SECTION NTS 2 RECESSED INSETS L1.7 WITH ART TILE, TYP. (SHADED AREAS) Q- APPROX. 51'-0", SEE L1.1 LAYOUT PLAN NOTE: ALL CONCRETE SURFACES TO BE SMOOTH FINISH SEASNAIL PLAZA SEATWALL FLATTENED ELEVATION 1/2" = 1'-0" DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com JEFFERSON COUNTY ENGINEER i APPROVAL DATE 11'-1" FINISHED GRADE, TYP. Y2" RADIUS, ALL END EDGES, TYP. Jefferson County �,.Nurtment of Public Works 2'-9" P-JU-78 ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. HARDSCAPE DETAILS (11 OF 2) L1.71 SHEET 14 OF 27 SHEETS DATE DATE REVISION I BY TOP OF MULCH FLUSH W/ TOP OF PAVING 3/8"RADIUS @ EDGE, TYP THICKENED EDGE ADJACENT TO SOIL 1 �1 Aso a _Q0 a o�-2-oo�- O� 00 CZT III III i�lll �illl III III IIIIIIIIII1 I- 4" 12" CONCRETE PAVING DETAIL 1 1 /2" = 1 '-0" EXPANSION JOINT AND THICKENED EDGE WHERE CONC PVMT MEETS RAMP, STEPS, OR CURB. ISOLATION JOINT WHERE CONC PVMT MEETS WALL OR BLDG CONCRETE PAVEMENT SLOPE TO DRAIN LIGHT BROOM FINISH UNLESS OTHERWISE NOTED EXPANSION JOINT CONTROL JOINT SCORE LINE, 1 /4" r F WIDE BY 3/8" DEEP a �: 3/ 3/8" RADII a a a 4 ° / o / I7-7 I 4" DEPTH 74 MINUS CRUSHED AGGREGATE PREPARED SUBGRADE COMPACTED TO 95% NOTE: BENCH MATERIAL IS GLASS FIBER REINFORCED CONCRETE. BENCH TO BE FABRICATED BY ID SCULPTURE, ITEM: SF034 QUOTE:EA1 1082021 HTTPS://I DSCU LPTU RE.COM • ELEVATION SEA SNAIL BENCH NTS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 f� r- n /" m r- K 1 1- 1 I DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH SEALANT PREMOLDED JOINT FILLER CONCRETE PAVING EXPANSION/ ISOLATION JOINT NOTE: INSTALL ISOLATION JOINT WHERE NEW PAVING MEETS EXISTING CONCRETE PAVING. MAKE GROOVE 1 /4" WIDTH X MIN 1 /3 OF CONCRETE DEPTH a a 4 ° a ° a CONTROL JOINT NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com PLAN VIEW FINISH GRADE APPROX. 1" BELOW TOP SURFACE OF EDGING, TYP JOINT BETWEEN EDGING STRIPS, G RAVEL PATH P—JU-46 \ L J NOT TO SCALE 6'-0" JEFFERSON COUNTY ENGINEER P—JU-88 APPROVAL DATE EXISTING LAWN AREA 1 /8" THICK x 4" TALL STEEL LANDSCAPE EDGING WHERE SHOWN ON PLAN 4" DEPTH 3/8" MINUS GRAVEL COMPACTED TO 95% DENSITY PREPARED SUBGRADE COMPACTED TO 95% EXPANSION JOINT WHERE ADJACENT L1.8 TO PAVING VARIES, ADJACENT PAVING OR PLAY SURFACING, SEE L1.5 MATERIALS PLAN HBO ON mfke7jiD' Z'4 elf, raw" a ILI FLUSH CURB NTS Jefferson County �,.Nurtment Of Public Works POURED IN PLACE BROOM FINISHED CONCRETE CURB, EXP. JT @ 10' O.C. 1 " RADIUS EACH SIDE (TYP.) EXCEPT WHERE ADJACENT TO PAVING TOP OF MULCH OR SOIL FOR SEEDED AREAS .(2) #3 REBAR CONT. (MIN. 2" CLEARANCE) 4" DEPTH 3/4" MINUS CRUSHED AGGREGATE PREPARED SUBGRADE COMPACTED TO 95% P—JU-15 ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. HARDSCAPE DETAILS (2 OF 2) L1.81 SHEET OF 27 SHEETS DATE DATE REVISION I BY FOR CONTRACTOR'S INFORMATION ONLY: ALL MATERIALS AND LABOR NEEDED FOR THE PLAYGROUND ART ENTRY IS BEING DONATED EXCEPT FOR CONCRETE FOOTINGS WITH BRACKETS, RIVER ROCK, AND PLANTING ._....... _._._._.� • LASER CUT DE —BURRED ' POWDER COATED 1 /4" STEEL I . I O JUMP! PLAYGROUND SIGN BY OTHERS 6"X6" CEDAR CROSS BEAM I 00 BY OTHERS 0 CUSTOM ART GATE PANEL BY OTHERS i NON —TOXIC, SOLID CEDAR 1 1 " DIA PILINGS, TYP. BY OTHERS ' . I 4' HT. CHAIN LINK FENCE o AROUND PLAYGROUND • o 1 PERIMETER, ATTACHED TO � PILINGS, TYP. N ■ N I I I - I I 3 CONTRACTOR TO INSTALL I I 5'-6" L19 FOOTINGS AND BRACKETS I I I I I I I I ELEVATION I I I I V LAYGROUND ENTRY ARCH AND GATE BY OTHERS TS P-JU-39 -------------------------------------------------------------------------------- I I ADJACENT LAWN ADJACENT PAVEMENT 3"-8" RIVER ROCK, MIN. 1 " SPACING TYP X Q 7 SAND—PORTLAND CEMENT MIX: 5 PARTS SAND, 1 PART PORTLAND CEMENT N- M, I I I I �jj I I I I I 1 2%SLOPE -_ WTOWARD _I I= =I 4" DEPTH 3/4" MINUS I I I CRUSHED AGGREGATE SECTION PREPARED SUBGRADE COMPACTED TO 95% DENSITY 0 RIVER ROCK INSTALLATION NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH TE"IC'Innl 1AIIMC 1'-0" MIN. DIA. PLANT SCHEDULE QTY BOTANICAL / COMMON NAME SIZE J � • 2 ROSMARINUS OFFICINALIS 'GORIZIA' 5 GAL GORIZIA ROSEMARY n�� 7 SALVIA DORRII 2 GAL DESERT SAGE • 4 SENECIO GREYI 2 GAL 0FNIF( In PLAYGROUND ENTRY ARCH AND GATE BY OTHERS 2'-0" 0 FOOTING BELOW CONCRETE PAVING, TYP. CONCRETE PAVING LOW 1 1 "0 PILINGS AND FOOTINGS BY OTHERS, TYP. 4' HT. CHAIN LINK FENCE AROUND PLAYGROUND PERIMETER, ATTACHED TO PILINGS, TYP. RIVER ROCK TYP. �l RESTORATION, TYP. rr)- -' PLAYGROUND ENTRY ENLARGEMENT PLAN 3'-6" MIN. OR AS SPECIFIED 1/4" = 1'-0" CHAINLINK FENCE AND PEDESTRIAN GATE 1" = 10' NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com 00 P-JU-90 LEGEND PART NO. DESCRIPTION QUANTITY 1 STRAIGHT PLUG 1 2 BOTTOM HINGE 1 3 TOP HINGE 1 4 CORNER ELBOW 4 5 LATCH FORK 1 6 FORK CATCH 1 7 ORNAMENTAL TOPS 4 8 TRUSS RODS 2 9 STRETCHER BAR 2 10 HOOK BOLTS 6 LATCH POST & POST FOR GATE NOTE: THE FENCING SHALL BE #9 GAGE BLACK VINYL COATED FENCE FABRIC, STANDARD 2—INCH CHAIN LINK DIAMOND MESH. JEFFERSON COUNTY ENGINEER P—JU-77 APPROVAL DATE 1 4" CONCRETE L1.8 PAVING Z o o N I 4" DEPTH 3/4"� MINUS CRUSHED AGGREGATE HEAVY DUTY KNIFE PLATE BRACKET EMBEDDED IN CONCRETE FOOTING (2) #3 REBAR HOOKED THRU KNIFE PLATE BRACKET, PER BRACKET PREPARED SUBGRADE COMPACTED TO 95% DENSITY ENTRY PILING FOOTING NTS POST BOLTED TO BRACKET BY OTHERS 1 1 "0 CEDAR POSTS BY OTHERS Y2" MAX. STANDOFF HIDDEN COLUMN PODIUM BASE, BY OTHERS �I FINISHED GRADE 2'-0' MIN. DIA. ��� CHAINLINK VEHICULAR GATE 1 " = 10, Jefferson County �, F,artment of Public Works P-JU-89 TrA IC'I KI "'IRE 24" DIA. CLASS 3000 CONCRETE FOOTING HEAVY DUTY KNIFE PLATE BRACKET EMBEDDED IN CONCRETE FOOTING, TYP. #3 REBAR, TYP. 11"0 CEDAR POSTS BY OTHERS >ECTION, SEE LEFT LEGEND PART NO DESCRIPTION QUANTITY 1 STRAIGHT PLUG 2 2 BOTTOM HINGE 2 3 TOP HINGE 2 4 CORNER ELBOW 8 5 PLUNGER ROD 1 6 LATCH FORK 2 7 FORK CATCH 2 8 PLUNGER ROD CATCH 1 9 LOCK KEEPER GUIDE 1 10 LOCK KEEPER 1 11 ORNAMENTAL TOPS 6 12 TRUSS RODS 4 13 STRETCHER BAR 4 14 HOOK BOLTS 12 NOTE: THE FENCING SHALL BE #9 GAGE FENCE FABRIC, STANDARD 2—INCH CHAIN LINK DIAMOND MESH. ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. FENCE AND GATE DETAILS P-JU-91 L1.9 I SHEET 16 OF 27 SHEETS DATE DATE REVISION BY „Y„ PLAY SURFACING AND CRUSHED AGGREGATE COMPACTED SUBGRADE DIMENSIONED TO TOP OF BRICK OR EQUIVALENT NOTES: 1. X AND Y DIMENSIONS PER MANUFACTURERS DRAWINGS 2. SUGGESTED MINIMUM CONCRETE RATING: 3000 PSI CONCRETE BRICK OR EQUIVALENT TYPICAL PLAY EQUIPMENT FOOTING (BY OTHERS) NTS 8" MIN., TYP. 10'-0" O.C. TO 15'-0" O.C. SEC -..- NOTE: 1. REFER TO CIVIL DRAWING FOR STORM DRAIN CONNECTION PLAYGROUND UNDER DRAIN P—JU-01 PLAYGROUND SAFETY SURFACING AS SHOWN ON DETAIL 3/L1.10 CLEAN WASHED 4" MINUS CRUSHED AGGREGATE 4" 0 PERFORATED SCHEDULE 80 PVC DRAIN PIPE MIRAFI 140 N FILTER FABRIC, MIN 6" OVERLAP EDGES "V" BOTTOM FROM LASER -CONTROLLED WHEEL TRENCHER W/ SHOE CONCRETE SIDEWALK OR CURB TOP OF RUBBER TILE PLAY SURFACE FLUSH WITH OR NO MORE THAN Y4" BELOW TOP OF ADJACENT PAVING MONOFILAMENT MATERIAL 33/4" MIN. DEPTH 2X2 RUBBER PLAY TILES SECTION CUT TILE AROUND PENETRATIONS TO WITHIN Y4" MAX. OF PLAY STRUCTURE SUPPORT. FILL AROUND SUPPORTS AND OTHER PENETRATIONS WITH FILLER COMPOUND. 4" MIN. DEPTH 5/8" MINUS CSTS COMPACTED TO 95% DENSITY PREPARED SUBGRADE COMPACTED TO 95% DENSITY PLAY EQUIPMENT FOOTING BY OTHERS NOTES: 1. RUBBER TILE THICKNESS TO BE 3-3/4" OR SIZED FOR A CRITICAL FALL HEIGHT OF 8'-0" 2. SET BASE FOR TILES BELOW ADJACENT SIDEWALK AT SAME DEPTH AS TILE THICKNESS 3. RUBBER TILE COLOR TO BE SANDY BEACH TAN RUBBER TILE PLAY SURFACE NTS PLAYGROUND GRASS SECURED IN PLACE OVER DRAIN ACCESS HOLE DETECTOR TAPE CLOSED CELL FOAM PAD AREA DRAIN RIM FLUSH WITH SUBGRADE, SEE CIVIL P—JU-02 VARIES: CONCRETE PAVI� AND RETAIf 2X4 COMPOSITE NAZI SECURED TO CONCR CONCRETE FASTENEF FEET AND MOUNTED CONCRETE FINISHED ADA COMPLIANT TRA NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS. SPECIFICATIONS AND TO MEET SAFETY REQUIREMENTS OF PLAY EQUIPMENT. 2. SLOPE SUBGRADE 1 % TOWARDS UNDERDRAINS FOR POSITIVE DRAINAGE. SEE SHEET L1.3 - L1.4 GRADING PLAN. PLAYGROUND GRASS SAFETY SURFACING NTS _AYGROUND SAFETY JRFACING AS SHOWN ON -TAIL 3/L1.10 PREPARED SUBGRADE COMPACTED TO 95% PLAYGROUND GRASS DRAIN - SERVICE ACCESS NTS P—JU-40 \ v J NTS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NAKANOASSOCIATES DESIGNED BY: I. OTTESEN 01/21/22 DRAFTED BY: R. GLICK 01/21/22 LANDSCAPE ARCHITECTS CHECKED BY: J. YAMAGUCHI 01/21/22 3902 S.Ferdinand St PROJ. ENGR.: A. ROMCEVICH Seattle, WA 98118 Tel:206.292.9392 DATE DATE REVISION BY www.nakanoassociates.com JEFFERSON COUNTY ENGINEER P—JU-76 APPROVAL DATE FLATTENED ELEVATION SOUTH SEATWALL 1 /2" = 1'—Op' Jefferson County �, F,artment of Public Works ENVIROFILL FOR CFH 9' AND UNDER. USE RUBBER CRUMBS FOR CFH OVER 10' CLOSED CELL FOAM PAD. LAYER THICKNESS AND PROTECTION PROVIDED TO MEET SAFETY REQUIREMENTS OF SPECIFIED PLAY EQUIPMENT: • 4' CFH - 1" FOAM PAD • 6' CFH - 1 .5" FOAM PAD • 10' CFH - 3" FOAM PAD 4" DEPTH 3/4" MINUS CRUSHED AGGREGATE PREPARED SUBGRADE COMPACTED TO 95% INSTALL UNDERDRAINS AS SHOWN ON DETAIL 4/L1.10 P—JU-66 NOTE: ALL CONCRETE SURFACES TO BE SMOOTH FINISH P—JU-95 ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. PLAYGROUND DETAILS (11 OF 3) L1.1 SHEET 1/ OF 27 SHEETS X DE LOOKOUT MOUND ENLARGEMENT PLAN 1/4" = 1'-0" CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH P—JU-82 \RT y2 SEAT WALL SECTION L1.7 f—Y2" RADIUS ALL END EDGES, TYP. / R6" N o Ci I 2 RECESSED INSET L1.7 WITH ART TILE (SHADED AREA) R6" I i Ui wa 0�L Ct APPROX. 9'-6", SEE L1.1 LAYOUT PLAN SKATEBOARD DETERRENT, 36" O.C. TYP. 2" NOTE: ALL CONCRETE SURFACES TO BE SMOOTH FINISH PLAYMOUND SEATWALL FLATTENED ELEVATION 1/2" = 1'-0" 15'-6" P—JU-81 COMPOSITE NAILER BOARD SECURED TO CONCRETE WITH FASTENERS EVERY 2' MIN. 1 " LONG STAPLES EVERY 1 " SECURE PLAYGROUND GRASS TO NAILER BOARD. PLAYGROUND GRASS SAFETY SURFACING. FALL PROTECTION, MIN. 1.5" DEPTH FOR 6' CFH 4" DEPTH SHOTCRETE SLOPE STABILIZATION LAYER W/ #3 REBAR @ 12" O.C. BOTH WAYS 2" MIN DEPTH 1 " MINUS CRUSHED ROCK, TYP. PREPARED SUBGRADE COMPACTED TO 95% DENSITY PLAYGROUND GRASS SAFETY SURFACING ON SLOPES NTS 76" POST 3'-4" TOP OF PLATFORM AND CONCRETE FINISH GRADE. REFER TO 1-1.3 GRADING PLAN PLAYGROUND SURFACIN, SIDE ELEVATION EMBANKMENT ROLLER SLIDE (FOOTINGS AND INSTALLATION BY OTHERS) NTS NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com JEFFERSON COUNTY ENGINEER APPROVAL DATE P—JU-38 Jefferson County �, F,artment of Public Works GRADE, REFER GRADING PLAN UIPMENT BY OTHERS, GRADUAL TRANSITION BETWEEN SLOPE AND ADJACENT SURFACE FLUSH TRANSITION; COORDINATE SHOTCRETE ELEVATIONS WITH FOAM THICKNESS TO ACHIEVE FINISH ELEVATION P—JU-68 ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. PLAYGROUND DETAILS (2 OF 3) L1.111 SHEET 18 OF 27 SHEETS 0: 1 DATE REVISION NOTE: CONTRACTOR TO INSTALL 1. USE ALL STAINLESS STEEL ' FOOTINGS AND POST ANCHOR, FASTENERS. MACHINE BOLTS TYP INTERIOR SEAT SHALL HAVE ROUNDED FINISH NUTS. BOTTOM BEAMS % COUNTERSINK ALL FASTENERS I i CEDAR PEELED POST, TO ELIMINATE ANY i SANDED SMOOTH, PROTRUSIONS THAT COULD i 3 1 /2" DIA. HARM KIDS. i 2. CEDAR WOOD PLANK i EDGES TO BE PLANED i UNEVENLY f 1 INCH. i i 3. PLAY HOUSE SHALL i HAVE NO SHARP POINTS i i ENTRY/EXIT I ENTRY/EXIT a AND NO OPENINGS BETWEEN 3.5"-9". J TOP BEAMS i ^N i i 0 O CEDAR PEELED POST, I SANDED SMOOTH i 3 1 /2" DIA. � 1 I I Dill 11111 uuuuu 3X6 CEDAR PLANK PLAY COUNTER CEDAR PEELED POST, SANDED SMOOTH, 5 1 /2" DIA. TOP AND BOTTOM EDGES TO BE ROUNDED TO Y4". 2X4 AND 2X6 CEDAR PLANK CLADDING IN RANDOM ORDER. MIN Y2" TO MAX 3" SPACING BETWEEN PLANKS. PLAN VIEW CONCEPT FRAMING PLAN FRONT ELEVATION BACK ELEVATION i PLAY HOUSE F-1 I I 1 " DIAMETER CONCEALED POST ANCHOR CONTRACTOR TO INSTALL FOOTINGS AND POST ANCHOR, TYP L� . J SECTION V-6" MIN. DIA. i J NM i i ~77- FOR CONTRACTORS INFORMATION ONLY: ALL MATERIALS AND LABOR NEEDED FOR THE PLAY HOUSE IS BEING DONATED APPROX. ANCHOR BOLT EXCEPT FOR CONCRETE FOOTINGS AND LAYOUT ANCHORS. nI A N I A TI IIr, I/ I Iro FRONT ELEVATION SIDE ELEVATION INTERPRETIVE SIGN - PILING MOUNT (BY OTHERS) NTS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH 4" THICK HDL FERPRETIVE SIGN, )NTENT FORTH— )MING WITH 1 /2" 'ACING FROM _ING SURFACE )N—TOXIC SOLID CEDAR " DIA PILINGS, TYP. SIGN PLAN VIEW I I v U I-_ Q z m w m '5 = J U U Q c O Q C 60" x 20" COAST SALISH INTERPRETIVE SIGN ICHOR BOLT WITH 2" N USHER W/SPACER TO a d a 'OVIDE 1 /2" STAND—OFF OM PAVEMENT, EPDXY INTO �oo�o�oo�o�oo�o�oo�o�o�o�oo�o�oo�000��000��000 )OD AND CONCRETE, TYP. P—JU-93 A 1 " CHAMFER BRACKET ATTACHMENT 8c POST SIDE CHAMFER, SEE SIGN ATTACHMENT ENLARGEMENT v� CD U U n POSTS: SEASONED 6"0 DOUGLAS FIR POSTS W/ I" CHAMFER @ TOP, TYP. PRESERVATIVE TREATMENT PER SPECIAL PROVISIONS 8.34-2. 1 CONCRETE PAVING L1.8 FINISHED GRADE d ° = na n n d `KNIFE PLATE BRACKET EMBEDDED IN CONCRETE, BOTTOM OF PLATE FLUSH WITH FINISH GRADE, AND BOLTED THROUGH POST, TYP. SIGN ELEVATION AND FOOTING INTERPRETIVE SIGN - POST MOUNT NTS NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com JEFFERSON COUNTY ENGINEER SIGN SECTION APPROVAL DATE 0 Z \ 0 � d . e n d a PERSPECTIVE — NO SCALE Jefferson County L,,F,rtment of Public Works DOUGLAS FIR POST „ 2"x1 /8" THICK 3/4 STEEL PLATE, ATTACH TO BRACKETS W/ H.D. GALV. BOLTS. ATTACH — TO SIGN W/H.D. GALV. BOLTS. ----\ INTERPRETIVE SIGN 1 /4" 0 H.D. TAMPER RESISTANT GALVANIZED CARRIAGE BOLT THRU POST. L-BRACKET: 1-1/2" x 2" x 2"H x 1 /8" THICK MOUNTING BRACKET WITH 5/1 6" X 1-1/2" OVAL SLOTS STEEL PLATE/ INTERPRETIVE SIGN SIGN ATTACHMENT ENLARGEMENT H— U Of w Li— :2 Q U SIDE MOUNTED ON POST o /v N P—JU-94 ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. PLAYGROUND DETAILS (3 OF 3) L1.1 SHEET 19 OF 2/ SHEETS F: I DATE REVISION ' I 10\� I\ \ I I 0 I nF 5 UD +105.08 �� L1.10 CLEAN OUT, TYP. I 0 \ i UD +105.17 UD + 105.16 01 / \ UD +105 05 UD +105 13 1 I I 2„ DI I I < /� I I I I / I D \ \ 1 \ \ I I 1 \ \ 1 \ \ rg I 1 \ \ I \ 1 \ \ 1 \ \J / 1 / / II / II I �UD +105\14 UD +104.96 UD +105.02 \0' UD + 105.04 \� 's. UD +104.9 \ UD +104.95 \ 4 PLAYGROUND 1.10 UNDER DRAIN, TYP. LIMIT OF WORK, TYP. SDCO UG UD +104.81 Ix I 's. UD +104.85 UD +104.98 \0, ZZ 'z ""X �y ---- -1, XX "00110z UD +104J2 0`0 .. UD +104.66 ( / 01 /Z UD +104.66 � CL UD +105.12 UD +105.11 I i UD +104.57 UD +105.00 ,� UD +104.57 UD +104.94 \ D +105.01 �� \ \ UD +105.24 PLAYGROUND SUBSURFACE DRAINAGE PLAN - NORTH CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH rn UD +104.5' i / 0 / / I I I ;nr0 I I D 111I 104 93 UD +104.7 MATCHLINE - SEE RIGHT I n NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com JEFFERSON COUNTY ENGINEER SUB DRAINAGE LEGEND SYMBOL DESCRIPTION 4 PLAYGROUND UNDERDRAIN L1.10 PERFORATED PIPE 0.5% MIN. SLOPE 5 p UNDERDRAIN CLEAN OUT L1.10 WITH SERVICE ACCESS PROPOSED CONTOUR LINES EXISTING CONTOUR LINE PLAYGROUND SAFETY SURFACING SUBSURFACE DRAINAGE NOTES 1. PLAY AREA TO HAVE SUBSURFACE UNDERDRAIN SYSTEM AS SHOWN ON PLAN THAT TIES INTO STORM DRAIN. TYPICAL SPACING IS 15' BETWEEN PERFORATED PIPES UNLESS SHOWN DIFFERENTLY. ADJUST PIPES TO AVOID ALL PLAY EQUIPMENT FOOTINGS. 2. REFER TO CIVIL DRAWINGS FOR DRAINAGE. 3. CONTRACTOR SHALL VERIFY PLAY EQUIPMENT FEATURES, FOOTINGS, DIMENSIONS, AND SAFETY REQUIREMENTS PRIOR TO LAYING OUT UNDERDRAINS. 4. SLOPE UNDERDRAINS MIN 0.5% TOWARDS COLLECTOR DRAIN FOR POSITIVE DRAINAGE OF PLAY GRASS SAFETY SURFACING. SDCO MATCHLINE - SEE LEFT UD + 105.24 UD +104.93 UD +104.7 UD +104.91 UD +105.11 UD +104.77 UD + 105.08 UD +104.99 I' 15'-0" �N/ -777�UD +104.86 o 1� D +104.90 UD +104.90 1 UD +105.19 UD +105.01 I \ UD +105.15 ` 4 PLAYGROUND ` L1.10 UNDER DRAIN, p ` TYP. 5 SS SS CLEAN L1.10 _---------- -------_------ \ . OUT, TYP. CL UGP- r, _ _-----_--_---------------_ LIMIT OF WORK, TYP. 10 7- - --------10f3------------------- �n� PLAYGROUND SUBSURFACE DRAINAGE PLAN - SOUTH APPROVAL DATE 1 "=10' SCALE IN FEET ISSUED FOR BID ,o o 10 20 NOT FOR CONSTRUCTION Jefferson County �,,Nurtment of Public Works JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. PLAYGROUND SUBSURFACE DRAINAGE PLAN 1.131 SHEET 20 OF 27 SHEETS DATE DATE REVISION I BY �1 I II o I` 0 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH 11: O DATE REVISION :1 NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com SCALE IN FEET IN . IN . IN . IN . IN IN JEFFERSON COUNTY ENGINEER IRRIGATION NOTES 1. NEW IRRIGATION SHALL CONNECT TO AND UTILIZE EXISTING IRRIGATION CONTROLLER IN HJ CARROLL PARK. CONNECT NEW IRRIGATION CONTROL WIRES TO CONTROL WIRES IN EXISTING VALVE BOX. FIELD VERIFY THAT EXISTING CONTROL WIRES ARE CONNECTED TO EXISTING CONTROLLER. 2. SEE SHEET L2.1 FOR IRRIGATION AND VALVE SCHEDULES. 3. SEE DETAIL SHEET L2.2 FOR ADDITIONAL REQUIRED EQUIPMENT. 4. MAINLINE PIPE SIZE SHALL BE 1 ". MINIMUM ALLOWABLE SIZE OF LATERAL PIPE IS 3/4". 5. VALVES, MAIN LINES, LATERAL LINES, AND POINT OF CONNECTION ARE SHOWN SCHEMATICALLY FOR GRAPHIC PURPOSES. IRRIGATION EQUIPMENT SHALL REMAIN CLEAR OF ALL PAVEMENT, WALLS, TREES, AND OTHER EXISTING AND PROPOSED SITE ELEMENTS UNLESS SPECIFICALLY NOTED ON THE PLANS OR DIRECTED BY THE LANDSCAPE ARCHITECT. 6. SLEEVING IS REQUIRED FOR ALL IRRIGATION LINES AND CONTROL WIRES UNDER NEW AND EXISTING PAVEMENT, WALLS, CURBS, ETC. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SLEEVING INSTALLATION AND SPECIFIC LOCATIONS FOR COMPLETE INSTALLATION OF WORK. EXTEND SLEEVING 1 `-0" BEYOND THE EDGE OF PAVING. ALL WIRING TO BE IN SEPARATE SLEEVE INSERTED IN PIPING SLEEVE. ALL SLEEVING SHALL BE SCHEDULE 80 PVC, SIZED TWICE THE DIAMETER OF INSERTED PIPE, AND MIN. 3" UNLESS OTHERWISE NOTED. 7. ALL PIPE SHOWN UNDER PAVING ADJACENT AND PARALLEL TO PLANTED AREAS IS SCHEMATIC AND INTENDED TO BE PLACED IN THAT PLANTING BED. 8. MAIN LINE PIPING LAYOUT, SLEEVES, AND VALVE LOCATIONS SHALL BE STAKED IN FIELD BY CONTRACTOR. STAKING SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 9. VERIFY STATIC WATER PRESSURE AT POINT OF CONNECTION PRIOR TO BEGINNING WORK. SUBMIT RESULTS TO OWNER'S REPRESENTATIVE IN WRITING PRIOR TO INSTALLATION OF WORK. 10. SET VALVE BOXES SQUARE TO ADJACENT PAVING. 11. PLACE ALL HEADS MIN 4" FROM CURBS, WALKS, PAVED AREAS, AND STRUCTURES. 12. ALL ELECTRICAL WIRES, VALVE WIRES, AND CONDUIT NECESSARY TO INSTALL CONNECTIONS BETWEEN AUTOMATIC CONTROL VALVES AND CONTROLLER ARE THE RESPONSIBILITY OF THE CONTRACTOR. 13. MAINLINE SHALL BE 24" MIN BURIAL AND ALL LATERAL LINES SHALL BE MIN. 18" BURIAL. PLACE NO ELLS OR TEES BENEATH PAVING. 14. ALL WORK WITHIN THE CRITICAL ROOT ZONES OF EXISTING TREES SHALL BE IN ACCORDANCE WITH TREE PROTECTION SPECIFICATIONS AND DETAIL. TRENCHING BY HAND IS REQUIRED WITHIN DRIPLINE OF EXISTING TREES. TRENCHES HAVING EXPOSED TREE ROOTS SHALL BE BACKFILLED WITHIN 24 HOURS UNLESS ADEQUATELY PROTECTED BY MOIST SOIL OR MULCH AS APPROVED. 15. NO IRRIGATION WATER SHALL HIT THE TRUNK OF EXISTING TREES TO BE SAVED. 16. RUN TWO SPARE WIRES TO THE SOLENOID VALVE. 17. USE TEFLON TAPE ON ALL THREADED PVC FITTINGS. 18. NEITHER BENDS NOR JOINTS SHALL BE PERMITTED IN SLEEVES AND PIPES UNDER PAVEMENT. APPROVAL DATE Jefferson Department of ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND I L2.0 HJ CARROLL PARK JEFFERSON COUNTY, WASH. SHEEP County OF 21 Public Works IRRIGATION PLAN — NORTH 27 SHEETS P "CHE R \ \ 3" SLEEVE \ \ 2' E Y \ \ N, \ �4 %14" CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 3�4» • 34» y2„ 3" SLEEVE \ -- <p LIMIT OF WORK, TYP. --- MA CHLINE - SEE L2.61 I I EXISTING IRRIGATION I VALVE BOX, SEE L NOTE 1 \� w / I I I I I I I I I I I co I -it 1 ��', UGP UGP P S SS UGP � / , - / GP cic -- - ---- _- _� ----- SS � UGP UGP _-----------__ SS �®� � -- UGP � -------- ------107---------------------- {�_ ------------------- ----_ ------ SS'cl � '-------------------- - - - --108--------- ----- ------ I SCALE IN FEET 10 0 10 20 DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD RWS-M-B-C-1401 MINI ROOT WATERING SYSTEM WITH 18.0" 01 LONG TUBE, 0.25 GPM BUBBLER AND CHECK VALVE ON RISER, 4" GRATE, 1 /2" (15/21) M NPT INLET SPIRAL BARB ELBOW. SYMBOL MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD PEB-PRS-D 1 " PLASTIC INDUSTRIAL VALVE. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE. RAIN BIRD 44-LRC 0 1" BRASS QUICK -COUPLING VALVE, WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. KBI BTU-E PVC BLOCKED TRUE UNION BALL VALVE S.O.V., SAME SIZE AS PIPE © CONTROLLER PART OF EXISTING IRRIGATION SYSTEM M❑ WATER METER PART OF EXISTING IRRIGATION SYSTEM IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 PVC SCHEDULE 40 IRRIGATION PIPE. ---_ l-- PIPE SLEEVE: PVC SCHEDULE 80 VALVE CALLOUT &$ VALVE NUMBER NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com QTY PSI DETAIL 44 30 4/L2.2 DETAIL 2/L2.2 3/L2.2 6/L2.2 VALVE SCHEDULE NUMBER MODEL 1 RAIN BIRD PEB-PRS-D JEFFERSON COUNTY ENGINEER APPROVAL DATE SIZE TYPE GPM ill BUBBLER 1 1 .00 PSI 37.91 I - - - - - - - - - - 70 \ ■ / CD \\ ,P \\ "PINE ■ \ I a I 2„ \ I \ I D z I a Ir I ' \I _ Q Z) .■r I I z I p ISSUED FOR BID NOT FOR CONSTRUCTION Jefferson County �,,Nurtment of Public Works JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. IRRIGATION PLAN - SOUTH L2.1 SHEET 22 OF 27 SHEETS DATE DATE REVISION BY 00 I[ z N L1J Q Cn a - a_ z 7 00 N FINISH GRADE CLEAN COMPACTEDx v, ?� NATIVE BACKFILL. ,�/ IIIIEXISTING SOIL. NO I_I i�i���i��-1 °� / /X// � ROCKS LARGER THAN 1 WARNING TAPE (BLUE) MIN. 6 ABOVE PIPE. L all SAND BACKFILL MATERIAL III —III —III —III -II II � I III III III III —� PVC MAINLINE Il 111 llllllllli � 1 BUNDLE CONTROL WIRES UNDER MAIN LINE. WHEN LATERAL AND MAIN SHARE TRENCH, CONTROL WIRES SHALL BE OPPOSITE SIDE MAINLINE SECTION FROM SWING JOINTS. FINISH GRADE `CLEAN, COMPACTED NATIVE BACKFILL. EXISTING SOIL. NO ROCKS LARGER THAN 1 2" ALLOWED TOUCHING PIPES & HEAD PVC TRIPLE SWING JOINT AND HEAD WARNING TAPE (BLUE) MIN. �6" ABOVE PIPE. BACKFILL AROUND SWING JOINT AND HEAD PVC LATERAL LINE LATERAL SECTION NOTE: NO ROCKS LARGER THAN 1 /2" ALLOWED TOUCHING ANY PIPES. IRRIGATION TRENCHING SECTIONS SCALE: NTS =1 I I —III —III —III —III —III 111= I_I I I_I I I_I I I_I I I_I I I I_I =III III III III III III III lllllllllllliiillli�� EDGE OF ROOT BALL BUBBLER HEAD INSIDE 4" GRATE FACTORY INSTALLED SWING ASSEMBLY FACTORY INSTALLED 1 /2" SPIRAL BARB ELBOW 1 /2" SCH 40 PVC PIPE SCH 40 PVC TEE OR ELBOW LATERAL LINE SIZE PER PLAN NOTE: IF THE SHRUB IS PLANTED ON A SLOPE, LOCATE THE ROOT WATERING SYSTEM UPHILL FROM THE PLANT TO ALLOW FOR THE GRAVITATIONAL DOWNHILL PULL OF THE WATER. ROOT WATERING SYSTEM PLAN NTS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 DESIGNED BY: I. OTTESEN DRAFTED BY: R. GLICK CHECKED BY: J. YAMAGUCHI PROJ. ENGR.: A. ROMCEVICH I I I-1 I I� I-1 11-1 11-1 I I-1 -III-III-III-III-III-III-I III -III -III -I 11= IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _ IIIIIIIIIIIIIIIIIIIII I� III III III III III III III II III III III III -� I I -III -III -III -III -III -III -III -III -III -III- I, ,III_I I I III IIIII�III III III IIII III, SPARE EXTENSIONS AS REQUIRED z z 00 N SHUT OFF VALVE FINISH GRADE WATER TIGHT WIRE SPLICES, TYP. VALVE BOX LATERAL BUNION, TYP. OF 2 AUTOMATIC CONTROL VALVE 3" DEPTH OF 3/4" WASHED GRAVEL WRAPPED IN GEOTEXTILE FABRIC PVC ADAPTER, TYP. CONTROL WIRES BUNDLED UNDER MAINLINE NOTE: MORE THAN ONE CONTROL VALVE IS ALLOWED PER VALVE BOX PROVIDED THERE IS ADEQUATE CLEARANCE FOR ACCESS AND MAINTENANCE. SOLENOID VALVE P—JU-14 SCALE: NTS P—JU-06 _0 I xG ff. w0m 4" GRATE FIXED RISER FINISHED GRADE 4" BASKET WEAVE CANISTER FACTORY INSTALLED SWING ASSEMBLY FACTORY INSTALLED 1 /2" SPIRAL BARB ELBOW 3/4" SCH 40 PVC PIPE NOTE: CONTRACTOR SHALL SETTLE THE AREA AROUND THE BUBBLER AND EDGE OF THE ROOT BALL SO THAT ALL IRRIGATION FLOWS THROUGH THE ROOT BALL. ROOT WATERING SYSTEM SECTION P—JU-33 NTS 01/21/22 01 /21 /22 01 /21 /22 DATE DATE REVISION NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com BY P—JU-34 1. USE NON THREADED FEMALE OR MALE ADAPTERS AT UNIONS. JEFFERSON COUNTY ENGINEER BALL VALVE ASSEMBLY SCALE: NTS APPROVAL DATE FINISH GRADE VALVE BOX TOP OF LID 3" ABOVE TOP OF MULCH IN LANDSCAPE BEDS 10" VALVE BOX W/ LOCKING LID COUPLER =R FROM LEEMCO D SUBSTITUTE) " WASHED PIED IN ABRIC _ED SWING JOINT ' THREADED NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS. QUICK COUPLER VALVE NTS P—JU-07 EXTENSIONS (AS REQUIRED) BRASS BALL VALVE, CENTER WITHIN RISER (SIZE EQUAL TO MAINLINE) MAINLINE SCH 80 PVC SxS UNION, TO LOOSEN OUTWARD AWAY FROM VALVE, BOTH SIDES SCH 80 PVC TOE NIPPLE 3" DEPTH OF 3/4" WASHED GRAVEL WRAPPED IN GEOTEXTILE FABRIC P—JU-09 Jefferson County �,.N,artment of Public Works ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. IRRIGATION DETAILS L2.2 I SHEET OF 27 SHEETS I '0— o \ o \ 1 \I 0D I A \ rg \ \ \ ' 4�" .� \ \ N� �\ w -100 = 001 / \ / \ \� CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH NIMMONS INIMMONS I I C I INIMMONS INIMMONS INIMMONS I 1 1 PEW1 1 ■J I� MATCHLINE - SEE L3.1 NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com SCALE IN FEET 10 0 10 20 JEFFERSON COUNTY ENGINEER APPROVAL DATE LEGEND 0 EXISTING TREES TO REMAIN PLANT SCHEDULE LARGE SHRUB (STY BOTANICAL / COMMON NAME • 21 MORELLA CALIFORNICA CALIFORNIA WAX MYRTLE GROUND COVERS QTY BOTANICAL / COMMON NAME 9,449 SF HYDROSEED LAWN WITH CLOVER MIX, REFER TO TABLE BELOW 5 GAL SIZE 555 SF ARBORIST WOODCHIP MULCH 4" DEPTH HYDROSEED LAWN WITH CLOVER MIX HARD TOTAL PURE SEED (% BY WT) GERM SEED GERM ORIGIN 39.55% SEDUCER CHEWINGS FESCUE 93.00% 0.00% 93.00% OR 34.69% EUREKA HARD FESCUE 95.00% 0.00% 95.00% WA 14.81 % BOREAL CREEPING RED FESCUE 93.00% 0.00% 93.00% CANADA 9.96% WHITE DUTCH CLOVER 78.00% 17.00% 95.00% OR 0.00% OTHER CROP SEED 0.99% INERT MATTER 0.00% WEED SEED NOXIOUS WEED SEEDS: NONE ALLOWED APPLICATION RATE: 12 LBS / 1000SF AVAILABLE FROM: CO-OP SUPPLY EVERETT 2901 STATE STREET EVERETT, WASHINGTON 98201 Jefferson County �,,Nurtment of Public Works ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. PLANTING PLAN - NORTH L3.0 SHEET 24 OF 27 SHEETS DATE DATE REVISION w � w w A* W \ L it --- \ P p .UGP i + � SSUGP GP _ _ _ \ \\- ------ 2 PLAYGROUND ENTRY--------------Q---_--��-w -z-� w --� \---------------------- L1.9 ENLARGEMENT PLAN '--------------------- - - - - -- _ _ - --- -109-- — — — — ------------ — LIMIT OF WORK LINE ----- ___ ------ _ ----- w w —110 ,%� 2 SPRUCE 111------ 110 — \ _---�-`-- w O PLANTING NOTES 1. REFER TO L3.0 FOR PLANTING SCHEDULE 2. REFER TO L3.2 FOR PLANTING DETAILS. 3. REFER TO L2.0 THRU L2.1 FOR IRRIGATION L=:»aa mom [Go aamI:I:4LIMaKmto] : we] :7_19711[a 5. CONTRACTOR SHALL BE FAMILIAR WITH LOCATIONS OF ALL ON -SITE UTILITIES PRIOR TO COMMENCING ANY LANDSCAPE WORK. 6. FINE GRADE DURING PLANTING OPERATIONS TO MAINTAIN SURFACE DRAINAGE FLOW DIRECTION REQUIREMENTS SHOWN ON GRADING PLAN. 7. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. PROVIDE HEALTHY, WELL-BALANCED PLANT MATERIALS AS SPECIFIED. CONTACT L.A. IN WRITING 10 DAYS IN ADVANCE OF PLANT MATERIAL DELIVERY TO ESTABLISH ON -SITE INSPECTION. PLANT MATERIAL SHALL NOT CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH DATE DATE REVISION BE INSTALLED UNTIL IT HAS BEEN APPROVED BY THE L.A.. ALL PLANT MATERIAL SHALL BE PLACED IN ONE ISOLATED LOCATION ON THE PROJECT SITE. PROVIDE UNRESTRICTED ACCESS FOR VISUAL INSPECTION OF INDIVIDUAL PLANTS. PLANTS SHALL BE ORGANIZED IN BLOCKS BY SPECIES AND SUFFICIENTLY SPACED TO OBSERVE OVERALL GROWTH HABIT. TREES SHALL BE UNTIED AND BRANCHES SEPARATED. UNACCEPTABLE PLANT MATERIAL SHALL BE REMOVED FROM THE JOB SITE. 8. ALL TREES SHALL HAVE STRAIGHT CENTRAL LEADER, SINGLE TRUNK, AND SYMMETRICAL BRANCHING. (MODIFY NOTE IF PLAN INCLUDES MULTI -STEM TREES) 9. ALL PLANTING AREAS SHALL RECEIVE 4" DEPTH OF WOOD CHIP MULCH, IN ADDITION TO ALL AMENDMENTS. 10. AREAS NOT INDICATED FOR PAVING OR PLANTING SHALL RECEIVE 4" DEPTH OF WOOD CHIP MULCH. NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com 11. PLANTING PLAN TAKES PRECEDENCE WHEN THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES IN THE PLANT SCHEDULE AND THE PLAN. 12. UNLESS A LARGER SIZE IS SPECIFIED ON PLAN, ALL PLANTS SHALL BE SIZED AS REQUIRED BY CODE. 13. ADJUST LOCATION OF SHRUBS NEAR FIRE HYDRANTS AS NECESSARY TO PROVIDE MINIMUM 3` CLEARANCE BASED ON EXPECTED MATURE SIZE OF SHRUBS. 14. CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL EXISTING TREES AND VEGETATION SHOWN TO REMAIN. 15. ALL WORK WITHIN CRITICAL ROOT ZONES OF EXISTING TREES SHALL BE IN ACCORDANCE WITH TREE PROTECTION DETAIL. JEFFERSON COUNTY ENGINEER APPROVAL DATE Jefferson County �,,Nurtment of Public Works I I I I I I I I I I I I I 1c JGP / RELOCATED O P p SALVAGED BOULDER ' Q 1 "PINE IWO � ' r I ' \� Q ' ❑ ' ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND L3. 1 HJ CARROLL PARK JEFFERSON COUNTY, WASH. SHEET 25 OF PLANTING PLAN - SOUTH 27 SHEETS PLANTING SOIL MULCH �\ EXSTING C- I I rl /I rl A r\ r STEP 1: RIP, DISC OR SCARIFY SUBGRADE TO MIN. 6" DEPTH. REMOVE ROCKS LARGER THAN 2" DIA. AND ALL DEBRIS EXPOSED AT THE SURFACE. C�_(`TI()NI PLANTING SOIL i 0000 0 CD STEP 2: ADD FIRST LIFT OF PLANTING SOIL. STEP 3: INCORPORATE FIRST LIFT OF PLANTING SOIL INTO SCARIFIED SUBGRADE. MIX TO HOMOGENOUS BLEND. COMPACT TO 75% TO 85% MAX DRY DENSITY. NOTE: 1. DIMENSIONS INDICATE COMPACTED DEPTHS. 2. TAPER MULCH TO MEET FINISH GRADE AT EDGE OF PLANTING BEDS. 3. DISPOSE OF DEBRIS AND ROCKS OFF —SITE AT CONTRACTOR'S EXPENSE. SOIL PREPARATION FOR SHRUB PLANTING AREAS SCALE: NTS O O O O O D O O O O C O O O O O D O O O O c O O O O O D O O O O C O O O O O D O O O O c rXPOSE ROOT FLARE AND 'LANT SHRUBS AT 1" ABOVE _EVEL GROWN IN NURSERY, 'LANT GROUNDCOVERS AT _EVEL GROWN IN NURSERY dULCH, ALLOW 2" CLR ROM TRUNK/ STEM -INISH GRADE I11I II II I� �I III I1II II �I II II I� III PROVIDE SAUCER BERMS FOR LARGE SHRUBS STEP 4: ADD TWO 6" STEP 5: ADD MULCH LIFTS OF PLANTING SOIL. TOP DRESSING ABOVE COMPACT TO 75% TO FINISH GRADE. 85% MAX DRY DENSITY AFTER EACH LIFT. P—JU-1 1 SHRUB PLANTING DETAIL SCALE: NTS LAWN RESTORATION TREATMENTS 1A LAWN RESTORATION ( FOR AREAS WITH HEAVY COMPACTION) 113 LAWN RESTORATION (WHERE CONSTRUCTION IMPACTS, COMPACTION, AND WEAR AND TEAR ARE LIMITED). TREATMENT • LOCATE AND PROTECT EXISTING IRRIGATION IF PRESENT TO OCCUR PRIOR TO OCTOBER 16TH. • PROTECT ALL EXISTING CONDITIONS FROM DAMAGE IN AND ADJACENT TO THE WORK AREA, STAGING AREA, AND ACCESS . DEEPLY AERATE SOIL WITH MINIMUM 6 CORES PER SQUARE ROUTES. FOOT. • DO NOT WORK IN WET CONDITIONS. • TOP DRESS WITH 1 INCH COMPOST. • AVOID EXCESSIVE COMPACTION AND MINIMIZE TRAVEL AND . DRAG LAWN AREA TO BREAK UP PLUGS AND INCORPORATE ACTIVITY IN AREAS TO RECEIVE SOD. COMPOST • REMOVE SOD LAYER (2" DEPTH). • OVERSEED (DRY SEED APPLICATION. NOT HYDROSEED) • RIP/SCARIFY SUBSOIL TO MINIMUM 10" DEPTH. • APPLY LAWN FERTILIZER. • RECOMPACTTO 85% DENSITY. SUFFICIENTLY FIRM TO SUPPORT REPORT FERTILIZER APPLICATIONS PER CAMPUS IPM AVERAGE PERSON WALKING ON IT. • INSTALL PLANTING SOIL MIX TO RECEIVE SOD OR TO FINISH STANDARDS GRADE TO RECEIVE SEEDING. INCORPORATE TO 6" DEPTH. • RAKE SMOOTH AND REMOVE SURFACE DEBRIS AND ROCKS OVER > 1" DIAMETER. • RECOMPACT SOIL TO 85% MAXIMUM DRY DENSITY. • HYDROSEED. • APPLY LAWN FERTILIZER. • FEATHER LAWN RESTORATION TREATMENT WITH ADJACENT UNDISTURBED AREAS WHERE APPLICABLE. LAWN RESTORATION TREATMENTS CALL 48 BEFORE HOURS YOU DIG 1-800-424-5555 DESIGNED BY: I. OTTESEN 01 /21 /22 DRAFTED BY: R. GLICK 01 /21 /22 CHECKED BY: J. YAMAGUCHI 01 /21 /22 PROJ. ENGR.: A. ROMCEVICH NAKANO ASSOCIATES LANDSCAPE ARCHITECTS 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com JEFFERSON COUNTY ENGINEER APPROVAL DATE -OP SOIL ;CARIFY SUBGRADE ;EMOVE CONTAINER ;OMPLETELY OR REMOVE 3URLAP FROM TOP 2/3 OF ROOTBALL AND REMOVE ALL TWINE, WIRE & OTHER NON — BIODEGRADABLE MATERIAL. P—JU-10 ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. Jefferson County Lj,,Nurtment of Public Works PLANTING DETAILS L3.2 SHEET 26 OF 27 SHEETS 71: 1 DATE REVISION 111 I 1 Section SCALE: 1 /4" = 1'-0" 23'-8" Min 6' use zone (to be verified by installer) Integral footing 10' GFRC sculpture plan outline (custom) 2 Plan SCALE: 1 /4" = 1'-0" SEA URCHIN LARVAE SCULPTURE NTS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 DESIGNED BY: I. OTTESEN DRAFTED BY: R. GLICK CHECKED BY: J. YAMAGUCHI PROJ. ENGR.: A. ROMCEVICH GFRC sculpture outline (custom) Safety surfacing (by others) Finished grade Integral footing Compacted subgrade (by others) 0 2' 4' 8' 3 Perspective 0 2' 4' 8' P—JU-83 ridygrUurla - P1dr1KLU[19 5dum0119 ur4d 2 CONCRETE DYE ART NTS P—JU-85 01/21/22 NAKANOASSOCIATES 01/21/22 LANDSCAPE ARCHITECTS 01/21/22 3902 S.Ferdinand St Seattle, WA 98118 Tel:206.292.9392 www.nakanoassociates.com DATE DATE REVISION BY I D SCULPTURE PLAY. CLIMB. EXPLORE. Port Townsend Port Townsend, WA Age Group: 5-12 SCHEMATIC DESIGN NOT FOR CONSTRUCTION All IDS projects are designed to meet or exceed ASTM 1487. Not all equipment may be appropriate for all children. Supervision is required. ASTM compliant safety surfacing is required under and around all play equipment. The Americans with Disabilities Act (ADA) may require your play area to be accesible, please consult with an ADA professional to ensure compliance. Date 3/11/21 Drawing Title Layout Sheet # A.01.1 591 South Boulevard Street rMe Gunnison, Colorado 81230 info@idsculpture.com ART GATE PANEL FOR CONTRACTORS INFORMATION ONLY: ALL MATERIALS AND LABOR NEEDED FOR ART PIECES TO BE PROVIDED BY OTHERS EXCEPT FOR SEA URCHIN LARVAE SCULPTURE iE tom: JL EL 2l J%! Playground Bench Mosaii Fired clay tiles will be 318" this Aprox. 6" diameter ART TILES FOR SEAT WALL INSETS NTS P—J U-86 NTS JEFFERSON COUNTY ENGINEER APPROVAL DATE Jefferson County LJI.F/UI IIIent of Public Works P—JU-84 ISSUED FOR BID NOT FOR CONSTRUCTION JUMP! PLAYGROUND HJ CARROLL PARK JEFFERSON COUNTY, WASH. ART SHEET OF 27 SHEETS