Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Plan, Final APPLICANT 10/28/2021
PIERCE PARK SITE IMPROVEMENTS SPRINGFIELD, OREGON OCTOBER 2021 DESIGN TEAM ,�Pdl 0Ia:R�_10IsLYe.111,W:CtelaI Ixe1 L'fd Qn WILLAMALANE PARK AND RECREATION DISTRICT _ 250 SOUTH 32ND STREET _ SPRINGFIELD, OREGON 97478 CELL: (541) 735-0515 r CONTACT: SIMON DAWS, RLA EMAIL: simond@willamalane.org a VolantldP SURVEYOR AND CIVIL ENGINEER BRANCH ENGINEERING, INC. CONTACT: LANE BRANCH 310 5th STREET SPRINGFIELD, OREGON 97477 OFFICE: (541) 746-0637 EMAIL: loneb@branchengineering.com BIKE PLAY DESIGNER AMERICAN RAMP COMPANY CONTACT: DREW WELCH OFFICE: (417) 529-4884 EMAIL: drew@omericonrampcompany.com GROUNDWATER PROTECTION NOTES: THE PARK IS WITHIN THE 1—YEAR TIME OF TRAVEL ZONE FOR THE PIERCE WELLHEAD. THIS IS A POTENTIAL WELLHEAD AS SHOWN ON THE WELLHEAD PROTECTION AREAS MAP BY CITY OF SPRINGFIELD AND SUB. NO HAZARDOUS MATERIALS THAT POSE A RISK TO GROUNDWATER WILL BE STORED ON SITE BY THE CONTRACTOR AS PART OF THE PARK DEVELOPMENT PROPOSALS. NO DENSE NON—AQUEOUS PHASE LIQUIDS (DNAPL's) WILL BE USED OR STORED ON SITE AS PART OF THE PARK DEVELOPMENT PROPOSALS. THE ONLY FILL MATERIAL THAT MAY BE BROUGHT ON TO SITE WILL BE TOPSOIL TO MEET ASTM D 5268, AND THEREFORE, NOT CONTAIN HAZARDOUS MATERIALS. APPLICATION OF FERTILIZERS CONTAINING NITRATES ARE RESTRICTED TO NO MORE THAN THE AMOUNT RECOMMENDED BY THE LANE COUNTY, OREGON STATE UNIVERSITY EXTENSION SERVICE FOR TURF GRASS AND ARE PROHIBITED WITHIN 100 FEET OF A WELLHEAD. IN NO EVENT SHALL A SINGLE APPLICATION EXCEED ONE HALF POUND PER 1,000 SQUARE FEET OF AREA PER SINGLE APPLICATION. Hayden Bridge Rd Yolanda Ave auo 5t �awnridge Ave R,rmbll, E„ F U th Ave Bonne �a L s I rrl nE treubb Yolanda Elementary s:l,aal Yolanda Ave PROJECT SITE am` wst salmon Dr z Alt ..mase inn ueaTn 0 u 5[ ...... flay.. n3lslbt 9�St S` rcrte Pkwy Marebla Rd Marcala Rd Marcola-Rd Marcola Rd SITE DATA LOCATION The doa,ment and the informotton oonmmad b«em may not be cannot or rwrodaaod wiled t ewreea wdtlm parmwen of wllamdone Park and Recreation Diatrict. Una~O ed dedware or conabuction use are "ibited by baAFgbt lax. REVISIONS W OTTO STREET SPRINGFIELD, OREGON 97478 W SITE TABULATIONS PROJECT SITE = 5.7 ACRES TOTAL AREA OF DISTURBANCE = 2.1 ACRES (92,000 s.f.) EXISTING CONDITIONS THE EXISTING SITE IS PUBLIC OPEN SPACE, WITH TREES, UN—MOWN GRASS, ROUGH TRAILS, ETC. PROPOSED CONDITIONS THE SITE WILL BE DEVELOPED AS A NEIGHBORHOOD PARK WITH PLAYGROUND, WALKING PATHS, BASKETBALL COURT, BIKE PARK, AND > LANDSCAPING. > 0 U SOIL TYPES ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE WEBSITE MAPPING SERVICES, THE EXISTING SOIL TYPES ARE PREDOMINANTLY SALEM GRAVELLY SILT LOAM (NRCS SOIL #118) WITH A SMALL AREA OF MALABON—URBAN LAND COMPLEX (NRCS SOIL #76). SHEET INDEX a„ R sr CO.00 COVER SHEET asr C1.00 EXISTING CONDITIONS 7 Q ox -126 u' C1.01 EXISTING CONDITIONS let EROSION CONTROL NOTES T O EC2 EROSION CONTROL PLAN u' EC3 EROSION CONTROL DETAILS C1.50 DEMOLITION PLAN E o VICINITY MAP C2.01 SITE PLAN — EAST C2.02 CZ a� LAYOUT PLAN — EAST C2.50 > C2.51 SITE DETAILS o SITE DETAILS C3.00 CL C3.01 ^U C4.00 C0 W LIGHTING/ELECTRICAL PLAN L1.00 LANDSCAPE PLAN a) LANDSCAPE PLAN L1.50 LANDSCAPE DETAILS L2.00 IRRIGATION PLAN L2.50 IRRIGATION DETAILS U) Cie) 0 0 W OTTO STREET SPRINGFIELD, OREGON 97478 W SITE TABULATIONS PROJECT SITE = 5.7 ACRES TOTAL AREA OF DISTURBANCE = 2.1 ACRES (92,000 s.f.) EXISTING CONDITIONS THE EXISTING SITE IS PUBLIC OPEN SPACE, WITH TREES, UN—MOWN GRASS, ROUGH TRAILS, ETC. PROPOSED CONDITIONS THE SITE WILL BE DEVELOPED AS A NEIGHBORHOOD PARK WITH PLAYGROUND, WALKING PATHS, BASKETBALL COURT, BIKE PARK, AND > LANDSCAPING. > 0 U SOIL TYPES ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE WEBSITE MAPPING SERVICES, THE EXISTING SOIL TYPES ARE PREDOMINANTLY SALEM GRAVELLY SILT LOAM (NRCS SOIL #118) WITH A SMALL AREA OF MALABON—URBAN LAND COMPLEX (NRCS SOIL #76). SHEET INDEX a„ R sr CO.00 COVER SHEET asr C1.00 EXISTING CONDITIONS 7 Q ox -126 u' C1.01 EXISTING CONDITIONS EC1 EROSION CONTROL NOTES T O EC2 EROSION CONTROL PLAN u' EC3 EROSION CONTROL DETAILS C1.50 DEMOLITION PLAN C2.00 SITE PLAN — WEST VICINITY MAP C2.01 SITE PLAN — EAST C2.02 LAYOUT PLAN — WEST C2.03 LAYOUT PLAN — EAST C2.50 SITE DETAILS C2.51 SITE DETAILS C2.52 SITE DETAILS C3.00 SITE GRADING PLAN — WEST C3.01 SITE GRADING PLAN — EAST C4.00 DRAINAGE/UTILITY PLAN C5.00 LIGHTING/ELECTRICAL PLAN L1.00 LANDSCAPE PLAN L1.01 LANDSCAPE PLAN L1.50 LANDSCAPE DETAILS L2.00 IRRIGATION PLAN L2.50 IRRIGATION DETAILS FINAL SITE PLAN REVIEW SUBMITTAL W t w N ,_V84 hon Daws tc., y OREGON C.1 % m/04/2015 �V C9PE Drawn by SPD Date: 10.11.21 Scale: AS SHOWN SHEET NO: C0.00 WATER QUALITY LIMITED WATERCOURSE MAP THE SITE DOES NOT CONTAIN ANY LIMITED WATERCOURSES PER CITY MAPPING. THE NEAREST IDENTIFIED WATERCOURSE IS THE MARCOLA-OXBOW DITCH LOCATED EAST OF 31ST STREET. FLOODPLAIN MAPPING PER FEM4'S FLOOD INSURANCE RATE MAP PANEL 41039CI153E THE ENTIRE SITE IS OUTSIDE THE 100—YEAR FLOODPLAIN AND FLOODWAY BOUNDARIES. THE NEAREST FLOODPLAIN BOUNDARY IS NORTH OF THE ADJACENT BRIGGS MIDDLE SCHOOL SITE TO THE NORTH. TIME OF TRAVEL ZONES THE SITE IS LOCATED ADJACENT TO PIERCE WELLHEAD AND IS MAPPED ALMOST ENTIRELY WITHIN THE 1—YEAR TIME OF TRAVEL ZONE, EXCEPT FOR THE VERY EASTERN LIMITS WHICH ARE WITHIN THE 2—YE4R TIME OF TRAVEL ZONE. kyh X O1 V WOOD FENCE (OWNER CLAIMS TO HAVE WRITTEN AGREEMENT WITH WILLAMAIANE ,pFrOO.R FENCE LOCATION) y 4" 190 coyn X `L fie. Asn 1ry� �O �h9ry E) YNA WW MH )FO OTTO RIM= 464.7 ANG ,pIs ✓ h PROPOSED 7' PUE X M' J E 0 0 s9 �h� ✓ 6 G6pV � X O0 e4? . X XN� } Ln �p 0 C) NIP CN X R6}. N WOOD FENCE I— 1° Opp Q h0=�( kp �papFQ S(E)W � �) I � N I CD O I n Q x Q it FL (N)mk 462.24 18' FL (N)= 466.33 op X 01 x B UNKNOWN MH RIM= 469.76 FENCE 6 Xle X x GRAPHIC SCALE 30 O 15 30 60 N FEET 1 VICINITY MAP T M y� cAh, X AV X0 x'� 6 kph• X x �h5 X 0 R� t X I PROPERTY LINE CURB CONCRETE EDGE OF ASPHALT GRAVEL —471— CONTOUR LINE FENCE WATER METER TOP OF BANK WATER VAULT (E)SD STORM DRAIN LINE .O' POWER POLE (E)WW WASTE WATER LINE o BOLLARD —(E)W— WATER UNE WASTE WATER MANHOLE —(E)OHW— OVER HEAD WIRES (E)T—, HONE LINE x— WATER VAULT �E)E +f'AIDERGROUND ELECTRICAL LINE wr 0 OEDGE OF BRUSH UNE ELECTRICAL RISER �1 11 LIGHT POLE S � SIGN EVERGREEN TREE DECIDUOUS TREE O� 13� 0h X 09t NOT TO SCALE x+p� TOP OF CONCRETE ELEVATION +++1+ ,EDGE OF PAVEMENT ELEVATION x++t +4Yf. EDGE OF GRAVEL ELEVATION x 3p +++++ TOP OF CURB ++ +++' TOP OF ASPHALT ELEVATION x + x SPOT ELEVATION MO dn• maM1 mN M. Mvmaf'wn =toot herein miy p Ml be u, w rq Je. ihwl eWreee widen ues n N Wlamiane Pah and RveNm Dwcl Unwuan:ea mdoe.e or construction use as peohibile4 by cwr*t Ave. REVISIONS mranc ENGINEERING. Since l9 civil a transportatio structural- geotechnica SURVEYING / 2= /v #52996 DIGITALLY SIGNED OREGONo \� �� EBR04RY 6 10 qF< LANE 0�P FyptpFq- f)FrFmnFp 31 ;101 Drawn by MD Date: 10.7.21 Scale:AS SHOWN :971q��R8 C1.00 vJ � W � L 0 O U Q � i N � c a o a O z U d mranc ENGINEERING. Since l9 civil a transportatio structural- geotechnica SURVEYING / 2= /v #52996 DIGITALLY SIGNED OREGONo \� �� EBR04RY 6 10 qF< LANE 0�P FyptpFq- f)FrFmnFp 31 ;101 Drawn by MD Date: 10.7.21 Scale:AS SHOWN :971q��R8 C1.00 3.5" GATE — _ _ — — X _______ — X 6 S 'h 60 �6A _ x 1Y x y �6A X 6 x X60 x A�\ X 6 X by69 X 9 x X �6 X61 X x 096e 5 �6A X �y.�Fi X A660 tlfm X �bry 9 x A06\ B it 0 e X .a5..� .a 9 IH M�1 EMM O J I 0 m WOOD FENCE .pO M GRAPHIC SCALE 30 0 15 30 60 IN FEET A6�95� f—YEAR T.O.T. I X Thi. Nmmml . M. nimnof'wn —toinw hero may nat b. c,W m rYwucw ihml .Wnee .nttm Pr imm N Rllamolan. Pah mE FveNm D'wc D..Ohw W &wd_ m cm.w.u'm ..e . f—YEAR WELLHEAD Pmhibilw by cwTot q.. i NI REVISIONS (T.O.T.) BOUNDARY — GRAVEL ++0 U 1471— CONTOUR LINE v #' 1� I..L CE WATER METER x is O — A6�95� f—YEAR T.O.T. I X LEGEND PROPERTY LINE U CONCRETE' f—YEAR WELLHEAD TIME OF TRAVEL (T.O.T.) BOUNDARY — LEGEND 1 ENGINEERING. Sincel9 civil . transportatio structural. geotechnica SURVEYING / 2= /v #52996 DIGITALLY SIGNED _OREGONo \� �� EBRR4RY 61� qF< LANE 0�P Drawn by MD Date: 10.7.21 Scale: AS SHOWN SHEET NO: C1.01 PROPERTY LINE CURB CONCRETE' EDGE OF ASPHALT GRAVEL ++0 TOP OF CONCRETE ELEVATION 1471— CONTOUR LINE v #' 1� I..L CE WATER METER x is O — TOP OF BANK U WATER VAULTx,�}+' EDGE OF PAVEMENT ELEVATION (E)SD STORM DRAIN LINE 10' POWER POLECf' (E)WW WASTE WATER UNE o BOLLARD F' EDGE OF GRAVEL ELEVATION (E)W— WATER LINE Co x 4� —(E)OHW— OVER HEAD WIRES CJ WASTE WATER MANHOLE '�' TOP OF CURB (E)T Tq-EPHONE LINE xm ❑D WATER VAULT U —(E)E— �'�Y"DERGROUND ELECTRICAL LINE 0 a ,PC — C.EDGE OF BRUSH LINE ELECTRICAL RISER TOP OF ASPHALT ELEVATION 0 SIGPOLE x{F+� SSPOT ELEVATION N x++++ �\ EVERGREEN TREE [� ;;rj DECIDUOUS TREE 1 ENGINEERING. Sincel9 civil . transportatio structural. geotechnica SURVEYING / 2= /v #52996 DIGITALLY SIGNED _OREGONo \� �� EBRR4RY 61� qF< LANE 0�P Drawn by MD Date: 10.7.21 Scale: AS SHOWN SHEET NO: C1.01 W v I..L >/ O � U Q � i � c Co c/) 0 CJ y O z U 0 a 1 ENGINEERING. Sincel9 civil . transportatio structural. geotechnica SURVEYING / 2= /v #52996 DIGITALLY SIGNED _OREGONo \� �� EBRR4RY 61� qF< LANE 0�P Drawn by MD Date: 10.7.21 Scale: AS SHOWN SHEET NO: C1.01 I 1 4 R DI as NO Demolition Plan V HORIZONTAL SCALE: 1" - 60'-0" 141 3 3 10" OAK 9" OAK "E_�, 1 9" CHERRY `a Legend ®EXISTING SURFACE TO BE REMOVED FOR INSTALLATION OF SITE IMPROVEMENTS. MINIMUM EXTENT OF TEMPORARY 6' CHAIN LINK FENCE WITH LOCKABLE VEHICLE GATES. SEE SPECIFICATIONS. EEOPTIONAL TEMPORARY 6' CHAIN LINK FENCE WITH LOCKABLE VEHICLE GATES. CONTRACTOR TO GUARANTEE SITE SECURITY OF FENCING NOT INSTALLED. SEE SPECIFICATIONS. FMINIMUM EXTENT OF ORANGE CONSTRUCTION FENCING FOR TREE PROTECTION. SEE SPECIFICATIONS. EXISTING INVASIVE UNDERSTORY TO BE REMOVED (/. EXISTING TREE TO BE REMOVED EXISTING TREE TO BE RETAINED 4 0 Keynotes: 1. 6' HEIGHT TEMPORARY CHAINLINK FENCE WITH LOCKABLE VEHICLE GATES, TO BE IN PLACE DURING ENTIRE CONSTRUCTION PERIOD. ADJUST AS REQUIRED DURING CONSTRUCTION TO PROTECT FINISHED WORK AND ALLOW CONSTRUCTION ACCESS. 2. OPTIONAL 6' HEIGHT TEMPORARY CHAINLINK FENCE. CONTRACTOR TO GUARANTEE SITE SECURITY IF FENCE NOT INSTALLED. 3. 4' HEIGHT ORANGE CONSTRUCTION FENCING PLACED AT TREE DRIP LINE. SEE TREE PROTECTION NOTES. 4. SIDEWALKS OUTSIDE PROPERTY LINE PROTECTED AND RETAINED. 5. POTENTIAL LOCATION OF PATHWAY - BY SPRINGFIELD PUBLIC SCHOOLS. 6. REMOVE EXISTING POST AND WIRE FENCE IN PREPARATION OF INSTALLING NEW FENCING PER SITE PLANS. 7. TREES TO BE REMOVED FOR CONSTRUCTION OF PATHWAY CONNECTION OR FENCE. 8. REMOVE EXISTING UNDERSTORY INVASIVE VEGETATION. ALL TREES OVER 8" DBH TO REMAIN UNLESS OTHERWISE SHOWN TO BE REMOVED. 9. REMOVE AND DISPOSE OF (3) METAL BOLLARDS AND FOOTINGS. Demolition Sheet Notes: A. CONTRACTOR SHALL VERIFY SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. B. W9LLAMALANE MAKES NO GUARANTEES AS TO THE ACCURACY AND COMPLETENESS OF THE TOPOGRAPHIC FEATURES. EXISTING SITE FEATURES AND UTILITIES IDENTIFIED ON THIS PLAN ARE BASED ON SURVEYS PROVIDED BY OTHERS AND MAY NOT REFLECT EXACT SITE CONDITIONS AT THE TIME THE PROJECT IS BID OR CONSTRUCTED. ALL CONTRACTORS ARE RESPONSIBLE TO VERIFY THE LOCATION, HORIZONTAL AND VERTICAL, OF ALL TIE IN POINTS PRIOR TO COMMENCING CONSTRUCTION. C. ALL REQUIRED CITY INSPECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. D. ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL EMPLOY A UTILITY LOCATING SERVICE 48 HOURS PRIOR TO ANY EXCAVATION AND HAVE ALL UTILITIES LOCATED AND MARKED. ANY DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. E. DEMOLITION OPERATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH STATE AND LOCAL CODES, RULES, REGULATIONS, ETC. REMOVE DEBRIS, SOIL AND OTHER MATERIALS RESULTING FROM DEMOLITION FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER. DO NOT ALLOW THE ACCUMULATION OF DEBRIS TO DELAY PROGRESS OF THE WORK. F. REFER TO TREE PROTECTION SPECIFICATION AND INSTALL ALL PROTECTIVE FENCING AS SHOWN ON PLAN. G. ERECT AND MAINTAIN TEMPORARY BARRICADES, WARNING SIGNS, AND GUARDS TO PROTECT THE PUBLIC AND ADJACENT PROPERTY FROM DAMAGE. ALL WORK SHALL BE IN ACCORDANCE VATH APPLICABLE REQUIREMENTS, RULES, REGULATIONS, ETC. THE EWEB PATH SHALL REMAIN OPEN TO THE PUBLIC AT ALL TIMES COORDINATE WITH VALLAMALANE STAFF FOR NECESSARY DETOURS DURING DURATION OF CONSTRUCTION. CONFIRM WITH CITY OF SPRINGFIELD REQUIREMENTS FOR A TRAFFIC CONTROL PLAN AND IMPLEMENT PER THEIR REQUIREMENTS. H. WET DOWN AREAS AFFECTED BY THIS WORK TO PREVENT DUST AND DIRT FROM BECOMING AIRBORNE. I. CLEAN DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATORS AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVES. PRESERVE AND PROTECT ADJACENT AREAS FROM DAMAGE CAUSED BY DEMOLITION OPERATIONS. J. THE PROJECT SPECIFICATIONS AND REQUIREMENTS, RULES, REGULATIONS, ETC. OF APPLICABLE REGULATORY AGENCIES SHALL BECOME A PART OF THESE NOTES AS IF REPRODUCED IN FULL. WHERE CONFLICTS OCCUR, IF ANY, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. K. ANY DAMAGE WHICH OCCURS OUTSIDE CONSTRUCTION OMITS DUE TO CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. L. CONSTRUCTION FENCE LOCATIONS SHOWN ARE THE MINIMUM REQUIRED TO BE INSTALLED BY THE CONTRACTOR. IF REQUIRED TO REMOVE FENCING TEMPORARILY FOR ACCESS OR CONSTRUCTION, THE CONTRACTOR SHALL MAKE ALL EFFORTS TO ENSURE NO DAMAGE OCCURS TO ANY PLANT MATERIAL. M. PRESERVE AND PROTECT ALL MANHOLE COVERS, VALVE BOXES ETC. PROVIDE COLLARS AROUND THESE FACILITIES AND ADJUST ELEVATIONS OF ALL LIDS/COLLARS AS REQUIRED TO BE FLUSH WITH FINISH GRADE. This do,nment and the imo,mouon ommmad bmem may not bo canned or rb,mcumd without emreaa writlm parmwen of wllamdone Par* and Reoa,,ba Diablet. UnauP aad dleolware or conalauctim use are "ibited by coppigbt lax. If I REVISIONS I I w t w N W O L— CL Q E U) cz n A� n y --t O E 0 O r,�84 imon Daws y OREGON C.1 %l 02/04/2015 �V �k PE Drawn by SPD Date: 10.11.21 Scale:AS SHOWN SHEET NO: C1,50 Legend �j Site Plan - West V HORIZONTAL SCALE: 1" = 30'-0" �4* EXISTING TREES TO REMAIN `Yl"- i�1TREES PROPOSED CONIFEROUS TREES PROPOSED LANDSCAPE BOULDERS X44 SEE LANDSCAPE PLANS - 7z - ice\ Keynotes: /-E 1. PROPOSED LIGHT DUTY CONCRETE SIDEWALKS. SEE DETAIL 1&3/C2.50. 2. PROPOSED HEAVY DUTY CONCRETE SIDEWALKS. SEE DETAIL 2&3/C2.50. 3. NEW BERMS AT 1' CONTOUR. SEE LANDSCAPE PLAN. 4. (3) PICNIC TABLES, PURCHASED AND INSTALLED BY OWNER. 5. DRINKING FOUNTAIN. PURCHASED AND INSTALLED BY OWNER. 6. BIKE RACKS. PURCHASED AND INSTALLED BY OWNER. 7. TRASH RECEPTACLES. PURCHASED AND INSTALLED BY OWNER. 8. NOT USED. 9. 6' LENGTH BENCHES. PURCHASED AND INSTALLED BY OWNER. 10. PLAY EQUIPMENT FOR 5 TO 12 AGE GROUP. PURCHASED BY OWNER, INSTALLED BY OTHERS. CONTRACTOR TO INSTALL BASE MATERIAL IN PLAYGROUND AREAS PER DETAIL 4/C2.50. ARTIFICIAL TURF SAFETY SURFACING AND PADDING INSTALLED BY PLAYGROUND INSTALLER UNDER SEPARATE CONTRACT. CONTRACTOR TO COORDINATE WITH PLAYGROUND INSTALLER. 11. PLAY EQUIPMENT FOR 2 TO 5 AGE GROUP. PURCHASED BY OWNER, INSTALLED BY OTHERS. CONTRACTOR TO INSTALL BASE MATERIAL IN PLAYGROUND AREAS PER DETAIL 4/C2.50. ARTIFICIAL TURF SAFETY SURFACING AND PADDING INSTALLED BY PLAYGROUND INSTALLER UNDER SEPARATE CONTRACT. CONTRACTOR TO COORDINATE WITH PLAYGROUND INSTALLER. 12. CONCRETE BASKETBALL COURT. SEE DETAIL 1&3/C2.50. 13. BICYCLE PLAYGROUND SKILLS COURSE FEATURE. SEE DRAWINGS BY AMERICAN RAMP COMPANY. 14. GRAVEL TRAIL SEE DETAIL 6/C2.50 15. BICYCLE PLAYGROUND FEATURE. SEE DRAWINGS BY AMERICAN RAMP COMPANY. 16. POTENTIAL CONCRETE SIDEWALK CONNECTION AT BRIGGS MIDDLE SCHOOL - BY SPRINGFIELD PUBLIC SCHOOLS. 17. EXISTING SWALE RETAINED. DO NOT DISTURB WITH CONSTRUCTION EQUIPMENT WITH EXCEPTION OF LIMITED RE -CONTOURING AS SHOWN ON PLAN. 18. EXISTING TREES RETAINED. 19. LIGHT POLE. SEE DETAIL 2/C2.50. ROUND STEEL POLE KRS14-4120 WITH STANDARD BASE. SWEPT HOLLOW ARM PART NO AA03. LIGHT FIXTURE IS WARP 9, PART NUMBER 1SA WP9S 3 E35 120L 4K 120 BL. ALL LIGHT FIXTURE PARTS BY KIM LIGHTING. 20. NEW WATER METER AND BACKFLOW DEVICE. SEE SHEET C4.00. CONNECTION TO BE ESTABLISHED FOR WATER FOR DRINKING FOUNTAIN AND IRRIGATION BY OWNER IN COORDINATION WITH SPRINGFIELD UTILITY BOARD. 21. 20' X 24' PRE -FABRICATED PICNIC SHELTER. SEE DETAILS ON SHEET C2.52. 22. ARTIFICIAL TURF PLAYGROUND SAFETY SURFACING. PURCHASED BY OWNER, INSTALLED BY OTHERS UNDER SEPARATE CONTRACT. SEE NOTES 10 AND 11. 23. ELECTRICAL CONNECTION AT J -BOX. COORDINATE WITH SPRINGFIELD UTILITY BOARD FOR SETTING OF METER IN ELECTRICAL ENCLOSURE. SEE SHEET C5.00. 24. BASKETBALL STAND AND HOOP. CONTENDER ADJUSTABLE BASKETBALL HOOP BY RAINBOW PLAY SYSTEMS OF ILLINOIS. ACRYLIC BACKBOARD OPTION. CONTACT (847) 955-9300. 25. INSTALL 6' HEIGHT CHAIN LINK FENCING ON PROPERTY LINE TO REPLACE EXISTING POST AND WIRE FENCE. COLOR: BLACK. SEE SPECIFICATIONS FOR FENCE INFORMATION. INSTALL GATE AT PROPERTY LINE PER SPECIFICATIONS. 26. ELECTRICAL ENCLOSURE. SEE SHEET C5.00. 27. PARK MONUMENT SIGN. 28. WAYFINDING SIGN TO BE PLACED ALONGSIDE EWEB PATH JUST WEST OF INTERSECTION WITH 31st STREET. SEE DETAIL 5/C2.50 29. INSTALL (2) "NO PARKING" SIGNS. SEE DETAIL 5/C2.50. 30. MAXIFORCE BOLLARD MODEL # MCSP-SS2-S, BLACK, COLLAPSIBLE. CONTRACTOR TO SUPPLY AND INSTALL TO MANUFACTURERS SPECIFICATIONS. 31. DRINKING WATER PROTECTION SIGN. POST INSTALLED BY CONTRACTOR - SEE DETAIL 5/C2.50. SIGN PROVIDED BY OWNER. END \mac;, � b� ��� � �"C.�1vZ�t`13��� A ' `s �� - r�l•+���'l•Y't' JC''' l► irr` � �`T�i..'i,� IIS v® ST4RT 9®►:.r. rt w ����� ���•®� ��Cw�� =.;,:y env ®�^,' � �,®flfEli A • ►s e► w • ■ r � ,r.�'�' ��� i'•®g c,�'`��_._. ��!�A�► � 471 ". ®■a®iu EiS�m®��iwn�srs�roAO �f ,e�1� 4 s^.. /���k !�� ®a�►w3 Ifll� a 27 64'e 9 9 7 1 5 JiR a 23 ,. ,•a ,w:aa J� � 6' .. '' 31 29 aee,;, a o. a30 � i) j•22% 0 3" ..3" t 4fi _- ata a a ata`+ aaara4y�a"a`a `a�o'r - a a as t � 6 3 (F�W- g�� `ata �1'�aaa `a a`a` `a `a`a as `a as `a`a as `a .,' .• ' a r t a a a a a t a r a r t a t a a a a a r a a a a a a a a a a a a a a a a a a ne o a 3 9 2 _ - � E) (0NW e' tE)W�(E)W tE) t \ MARC FOR REFERENCE)E _ ( FUTURE LIGHT POLE (BY OTHERS) PROPOSED LIGHT DUTY CONCRETE SIDEWALKS 18 PROPOSED HEAVY DUTY CONCRETE SIDEWALKS NEW PLAYGROUND AREA SAFETY L SURFACE. EXISTING NON -IRRIGATED GRASS AREAS RETAINED o_ > PROPOSED SEEDED/IRRIGATED LAWN ' AREAS. SEE LANDSCAPE PLANS U Q PROPOSED SHRUB PLANTERS. SEE LANDSCAPE PLANS - _- IffiIffiffiIffi PROPOSED GRAVEL PATHS 466 PROPOSED CONTOURS AT 1' INTERVAL EXISTING CONTOURS AT 1' INTERVAL PLIIRRIGATION SLEEVES WITH SIZE. SEE IRRIGATION PLANS. ALTERNATE #2: NEW 6' IBID HEIGHT CHAIN LINK FENCE. ELECTRICAL AND COMMUNICATIONS CONDUITS. SEE SHEET C5.00 W WATER UNE. SEE SHEET C4.00. I � - - - - - - - - - - - - - - - �j Site Plan - West V HORIZONTAL SCALE: 1" = 30'-0" �4* EXISTING TREES TO REMAIN `Yl"- i�1TREES PROPOSED CONIFEROUS TREES PROPOSED LANDSCAPE BOULDERS X44 SEE LANDSCAPE PLANS - 7z - ice\ Keynotes: /-E 1. PROPOSED LIGHT DUTY CONCRETE SIDEWALKS. SEE DETAIL 1&3/C2.50. 2. PROPOSED HEAVY DUTY CONCRETE SIDEWALKS. SEE DETAIL 2&3/C2.50. 3. NEW BERMS AT 1' CONTOUR. SEE LANDSCAPE PLAN. 4. (3) PICNIC TABLES, PURCHASED AND INSTALLED BY OWNER. 5. DRINKING FOUNTAIN. PURCHASED AND INSTALLED BY OWNER. 6. BIKE RACKS. PURCHASED AND INSTALLED BY OWNER. 7. TRASH RECEPTACLES. PURCHASED AND INSTALLED BY OWNER. 8. NOT USED. 9. 6' LENGTH BENCHES. PURCHASED AND INSTALLED BY OWNER. 10. PLAY EQUIPMENT FOR 5 TO 12 AGE GROUP. PURCHASED BY OWNER, INSTALLED BY OTHERS. CONTRACTOR TO INSTALL BASE MATERIAL IN PLAYGROUND AREAS PER DETAIL 4/C2.50. ARTIFICIAL TURF SAFETY SURFACING AND PADDING INSTALLED BY PLAYGROUND INSTALLER UNDER SEPARATE CONTRACT. CONTRACTOR TO COORDINATE WITH PLAYGROUND INSTALLER. 11. PLAY EQUIPMENT FOR 2 TO 5 AGE GROUP. PURCHASED BY OWNER, INSTALLED BY OTHERS. CONTRACTOR TO INSTALL BASE MATERIAL IN PLAYGROUND AREAS PER DETAIL 4/C2.50. ARTIFICIAL TURF SAFETY SURFACING AND PADDING INSTALLED BY PLAYGROUND INSTALLER UNDER SEPARATE CONTRACT. CONTRACTOR TO COORDINATE WITH PLAYGROUND INSTALLER. 12. CONCRETE BASKETBALL COURT. SEE DETAIL 1&3/C2.50. 13. BICYCLE PLAYGROUND SKILLS COURSE FEATURE. SEE DRAWINGS BY AMERICAN RAMP COMPANY. 14. GRAVEL TRAIL SEE DETAIL 6/C2.50 15. BICYCLE PLAYGROUND FEATURE. SEE DRAWINGS BY AMERICAN RAMP COMPANY. 16. POTENTIAL CONCRETE SIDEWALK CONNECTION AT BRIGGS MIDDLE SCHOOL - BY SPRINGFIELD PUBLIC SCHOOLS. 17. EXISTING SWALE RETAINED. DO NOT DISTURB WITH CONSTRUCTION EQUIPMENT WITH EXCEPTION OF LIMITED RE -CONTOURING AS SHOWN ON PLAN. 18. EXISTING TREES RETAINED. 19. LIGHT POLE. SEE DETAIL 2/C2.50. ROUND STEEL POLE KRS14-4120 WITH STANDARD BASE. SWEPT HOLLOW ARM PART NO AA03. LIGHT FIXTURE IS WARP 9, PART NUMBER 1SA WP9S 3 E35 120L 4K 120 BL. ALL LIGHT FIXTURE PARTS BY KIM LIGHTING. 20. NEW WATER METER AND BACKFLOW DEVICE. SEE SHEET C4.00. CONNECTION TO BE ESTABLISHED FOR WATER FOR DRINKING FOUNTAIN AND IRRIGATION BY OWNER IN COORDINATION WITH SPRINGFIELD UTILITY BOARD. 21. 20' X 24' PRE -FABRICATED PICNIC SHELTER. SEE DETAILS ON SHEET C2.52. 22. ARTIFICIAL TURF PLAYGROUND SAFETY SURFACING. PURCHASED BY OWNER, INSTALLED BY OTHERS UNDER SEPARATE CONTRACT. SEE NOTES 10 AND 11. 23. ELECTRICAL CONNECTION AT J -BOX. COORDINATE WITH SPRINGFIELD UTILITY BOARD FOR SETTING OF METER IN ELECTRICAL ENCLOSURE. SEE SHEET C5.00. 24. BASKETBALL STAND AND HOOP. CONTENDER ADJUSTABLE BASKETBALL HOOP BY RAINBOW PLAY SYSTEMS OF ILLINOIS. ACRYLIC BACKBOARD OPTION. CONTACT (847) 955-9300. 25. INSTALL 6' HEIGHT CHAIN LINK FENCING ON PROPERTY LINE TO REPLACE EXISTING POST AND WIRE FENCE. COLOR: BLACK. SEE SPECIFICATIONS FOR FENCE INFORMATION. INSTALL GATE AT PROPERTY LINE PER SPECIFICATIONS. 26. ELECTRICAL ENCLOSURE. SEE SHEET C5.00. 27. PARK MONUMENT SIGN. 28. WAYFINDING SIGN TO BE PLACED ALONGSIDE EWEB PATH JUST WEST OF INTERSECTION WITH 31st STREET. SEE DETAIL 5/C2.50 29. INSTALL (2) "NO PARKING" SIGNS. SEE DETAIL 5/C2.50. 30. MAXIFORCE BOLLARD MODEL # MCSP-SS2-S, BLACK, COLLAPSIBLE. CONTRACTOR TO SUPPLY AND INSTALL TO MANUFACTURERS SPECIFICATIONS. 31. DRINKING WATER PROTECTION SIGN. POST INSTALLED BY CONTRACTOR - SEE DETAIL 5/C2.50. SIGN PROVIDED BY OWNER. END \mac;, � b� ��� � �"C.�1vZ�t`13��� A ' `s �� - r�l•+���'l•Y't' JC''' l► irr` � �`T�i..'i,� IIS v® ST4RT 9®►:.r. rt w ����� ���•®� ��Cw�� =.;,:y env ®�^,' � �,®flfEli A • ►s e► w • ■ r � ,r.�'�' ��� i'•®g c,�'`��_._. ��!�A�► � 471 ". ®■a®iu EiS�m®��iwn�srs�roAO �f ,e�1� 4 s^.. /���k !�� ®a�►w3 Ifll� a 27 64'e 9 9 7 1 5 JiR a 23 ,. ,•a ,w:aa J� � 6' .. '' 31 29 aee,;, a o. a30 � i) j•22% 0 3" ..3" t 4fi _- ata a a ata`+ aaara4y�a"a`a `a�o'r - a a as t � 6 3 (F�W- g�� `ata �1'�aaa `a a`a` `a `a`a as `a as `a`a as `a .,' .• ' a r t a a a a a t a r a r t a t a a a a a r a a a a a a a a a a a a a a a a a a ne o a 3 9 2 _ - � E) (0NW e' tE)W�(E)W tE) t \ MARC FOR REFERENCE)E _ ( FUTURE LIGHT POLE (BY OTHERS) W_tE)W 2(E)W-(E)W-(E) I MARCOLA MEMOWS DEVELOPMENT (SHOWN FOR REFERENT FUTURE LIGHT POLE (BY OTHERS) This do,nmcat and the imomouon ooammad n«em may not be cannot or rwmduaea without eVmn writlm parmwen of wllamdone Par* and Reemeation Diablet. Ilna~aed duelwure or onneiruction mee are nmbibited by beppigbt on. REVISIONS w t w N 18 let L o_ > JI U Q �I V) co O O • a +�`a ne 1r -ja F + to a u ala' a� t • 13 a ��:�a to W_tE)W 2(E)W-(E)W-(E) I MARCOLA MEMOWS DEVELOPMENT (SHOWN FOR REFERENT FUTURE LIGHT POLE (BY OTHERS) This do,nmcat and the imomouon ooammad n«em may not be cannot or rwmduaea without eVmn writlm parmwen of wllamdone Par* and Reemeation Diablet. Ilna~aed duelwure or onneiruction mee are nmbibited by beppigbt on. REVISIONS w t w N Cz 0- M r, �84 imon Daws tc., y OREGON %l 02/04/2015 �V C9PE Drawn by SPD Date: 10.11.21 Scale: AS SHOWN SHEET NO: C2.00 let L o_ > U Q CO V) co O O Cz 0- M r, �84 imon Daws tc., y OREGON %l 02/04/2015 �V C9PE Drawn by SPD Date: 10.11.21 Scale: AS SHOWN SHEET NO: C2.00 IJ 1 cz /-H Vn �... . . . . . . . . . . . . . . .. . .... ...... . . . . . . . . . . . . . . . . . . . 1101,�DE�S e. �4. . . . . . \ . . . . . . . . . . . . . . . .. . ...... . ...... . ..... ... . . ....... ..... . .. 7 . . . . . . . .. . : . . ... . . . . . . . . . . . . . . . . . . . . 'BOULDERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BOULDERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 . . . . . . . . ... . . . . . . . .. . . . ..... ........ ........ ........ ........ ..... . . . . . . . . . .......7011 (OUTSIDE OF . . . . . . . . . . . . . . . . . w 13 gvgmfilaga� (ow- ..... . ...... . ...... . . . . . . . . . . . . . . . . . . . . COVERAGE. SEE . . . . . . . . . . . . . . . . . SHEET NOTE) 14 ... - ------ 14 . . . . . . . . . .... . . . . . . . . . . . . . . ne . . . . . . . . . . . . . .. ne .. . .. . 1.4 .. ... ........ .............. .. ...... . ....... . ....... .. .. ... ............................. �.4 ......4..... .................. ....... .. . . . .. . .. .. .. . .. . .. . w. . . . . . . . . . . . . .... .. . . . e . . . . . . . . . . . . . . . . . . . . . . n ........ .. . . . . nn. . . BOULDERS n .. .................. now ........... ............ ............. . . . . . . . . . . . . .. ........ - - - - - - - - - - - - ---------- ARCOLA MENO? ..... . ..... .... EFERENCE)DEVELOPMENT SHOWN ------------- ---- - - - - - - - - - - - ------ - W en 4 ten, se" cz - - - - - - - - - - - Legend Keynotes: 1. PROPOSED LIGHT DUTY CONCRETE SIDEWALKS. SEE DETAIL 1&3/C2.50. 0 30' 60, PROPOSED LIGHT DUTY 2. PROPOSED HEAVY DUTY CONCRETE SIDEWALKS. SEE DETAIL 2&3/C2.50. Site Plan East CONCRETE SIDEWALKS EXISTING TREES TO REMAIN 3. NEW BERMS AT 1' CONTOUR. SEE LANDSCAPE PLAN. PROPOSED HEAVY DUTY 4. (3) PICNIC TABLES. PURCHASED AND INSTALLED BY OWNER. HORIZONTAL SCALE: In = 30'-0' CONCRETE SIDEWALKS PROPOSED DECIDUOUS 5. DRINKING FOUNTAIN. PURCHASED AND INSTALLED BY OWNER. 6. BIKE RACKS. PURCHASED AND INSTALLED BY OWNER. NEW PLAYGROUND AREA SAFETY TREES 7. TRASH RECEPTACLES. PURCHASED AND INSTALLED BY OWNER. SURFACE. 8. NOT USED. 9. 6' LENGTH BENCHES. PURCHASED AND INSTALLED BY OWNER. Z] EXISTING NON -IRRIGATED GRASS PROPOSED CONIFEROUS 10. PLAY EQUIPMENT FOR 5 TO 12 AGE GROUP. PURCHASED BY OWNER, INSTALLED BY OTHERS. CONTRACTOR TO INSTALL BASE MATERIAL AREAS RETAINED TREES IN PLAYGROUND AREAS PER DETAIL 4/C2.50. ARTIFICIAL TURF SAFETY SURFACING AND PADDING INSTALLED BY PLAYGROUND INSTALLER PROPOSED SEEDEDARRICATED LAWN PROPOSED LANDSCAPE BOULDERS. UNDER SEPARATE CONTRACT. CONTRACTOR TO COORDINATE WITH PLAYGROUND INSTALLER. LjAREAS. SEE LANDSCAPE PLANS SEE LANDSCAPE PLANS 11. PLAY EQUIPMENT FOR 2 TO 5 AGE GROUP. PURCHASED BY OWNER, INSTALLED BY OTHERS. CONTRACTOR TO INSTALL BASE MATERIAL IN PLAYGROUND AREAS PER DETAIL 4/C2.50. ARTIFICIAL TURF SAFETY SURFACING AND PADDING INSTALLED BY PLAYGROUND INSTALLER PROPOSED SHRUB PLANTERS. UNDER SEPARATE CONTRACT. CONTRACTOR TO COORDINATE WITH PLAYGROUND INSTALLER. Fel SEE LANDSCAPE PLANS 12. CONCRETE BASKETBALL COURT. SEE DETAIL 1&3/C2.50. 13. BICYCLE PLAYGROUND SKILLS COURSE FEATURE. SEE DRAWINGS BY AMERICAN RAMP COMPANY. 14. GRAVEL TRAIL. SEE DETAIL 6/C2.50 PROPOSED GRAVEL PATHS 15. BICYCLE PLAYGROUND FEATURE. SEE DRAWINGS BY AMERICAN RAMP COMPANY. ME ME 16. POTENTIAL CONCRETE SIDEWALK CONNECTION AT BRIGGS MIDDLE SCHOOL - BY SPRINGFIELD PUBLIC SCHOOLS. 17. EXISTING SWALE RETAINED. DO NOT DISTURB WITH CONSTRUCTION EQUIPMENT WTH EXCEPTION OF LIMITED RE -CONTOURING AS SHOWN PROPOSED CONTOURS AT 1' INTERVAL ON PLAN. 18. EXISTING TREES RETAINED. HlEXISTING CONTOURS AT 1' INTERVAL 19. LIGHT POLE. SEE DETAIL 2/C2.50. ROUND STEEL POLE KRS14-4120 WITH STANDARD BASE. SWEPT HOLLOW ARM PART NO AA03. LIGHT FIXTURE IS WARP 9, PART NUMBER ISA WP9S 3 E35 120L 4K 120 BL ALL LIGHT FIXTURE PARTS BY KIM LIGHTING. ElIRRIGATION SLEEVES WITH SIZE. 20. NEW WATER METER AND BACKFLOW DEVICE. SEE SHEET C4.00. CONNECTION TO BE ESTABLISHED FOR WATER FOR DRINKING FOUNTAIN SEE IRRIGATION PLANS. AND IRRIGATION BY OWNER IN COORDINATION WITH SPRINGFIELD UTILITY BOARD. 21. 20' X 24' PRE -FABRICATED PICNIC SHELTER. SEE DETAILS ON SHEET C2.52. BID ALTERNATE #2: NEW 6' 22. ARTIFICIAL TURF PLAYGROUND SAFETY SURFACING. PURCHASED BY OWNER, INSTALLED BY OTHERS UNDER SEPARATE CONTRACT. SEE HEIGHT CHAIN LINK FENCE. NOTES 10 AND 11. 23. ELECTRICAL CONNECTION AT J -BOX. COORDINATE WITH SPRINGFIELD UTILITY BOARD FOR SETTING OF METER IN ELECTRICAL ENCLOSURE. ELECTRICAL AND COMMUNICATIONS SEE SHEET C5.00. CONDUITS. SEE SHEET C5.00 24. BASKETBALL STAND AND HOOP. CONTENDER ADJUSTABLE BASKETBALL HOOP BY RAINBOW PLAY SYSTEMS OF ILLINOIS. ACRYLIC El BACKBOARD OPTION. CONTACT (847) 955-9300. WATER LINE. SEE 25. INSTALL 6' HEIGHT CHAIN LINK FENCING ON PROPERTY LINE TO REPLACE EXISTING POST AND WIRE FENCE. COLOR: BLACK. SEE SHEET C4.00. SPECIFICATIONS FOR FENCE INFORMATION. INSTALL GATE AT PROPERTY LINE PER SPECIFICATIONS. 26. ELECTRICAL ENCLOSURE. SEE SHEET C5.00. 27. PARK MONUMENT SIGN. 28. WAYFINDING SIGN TO BE PLACED ALONGSIDE EWEB PATH JUST WEST OF INTERSECTION NTH 31st STREET. SEE DETAIL 5/C2.50 29. INSTALL (2) 'NO PARKING' SIGNS. SEE DETAIL 5/C2.50. 30. MAXIFORCE BOLLARD MODEL # MCSP-SS2-S, BLACK, COLLAPSIBLE. CONTRACTOR TO SUPPLY AND INSTALL TO MANUFACTURERS SPECIFICATIONS. 31. DRINKING WATER PROTECTION SIGN. POST INSTALLED BY CONTRACTOR - SEE DETAIL 5/C2.50. SIGN PROVIDED BY OWNER. This do,nment and the informotton onmeoinad harein may not ho cannot or rb,mcubJ without eVr,,a waitten parmwen of ffillamdona Par* and Reema,,ba D ablet. Una~aad die,1.,a or onnatructi. .,, a, "ibit,d by botpFght In, 11 REVISIONS 11 w "M c: cz 0- M 84 Simon Daws OREGON 02/04/205 PE Lawn by SPD Date: FO1 1 !1 Scole:AS SHOWN SHEET NO: CO cf) 0 0 C2,01 Legend Sheet Notes: PROPOSED LIGHT DUTY CONCRETE SIDEWALKS A. SEE SPECIFICATION SECTION 012300 FOR ALL BID ALTERNATES. B. REFER CLOSELY TO LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED PROPOSED HEAVY DUTY DIMENSIONS PRIOR TO CONSTRUCTION. CONCRETE SIDEWALKS C. COORDINATE INSTALLATION OF IRRIGATION SLEEVES AND LATERALS WITH WILLAMALANE STAFF. D. ALL DIMENSIONS ARE TO FACE OF CURB: EDGE OF WALK: EDGE OF PAVEMENT: EDGE OF FOUNDATION, EDGE OF NEW PLAYGROUND AREA SAFETY WALLS OR CENTER OF POST. SURFACE. E. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND GRADES IN THE FIELD AND BRING ANY EXISTING NON -IRRIGATED GRASS DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. AREAS RETAINED F. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. PROPOSED SEEDEDARRIGATED LAWN G. PROVIDE TOOLED JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL AREAS. SEE LANDSCAPE PLANS NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. PROPOSED SHRUB PLANTERS. H. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL THE SEE LANDSCAPE PLANS CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE PROPOSED GRAVEL PATHS CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. I. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 466 PROPOSED CONTOURS AT V INTERVAL J. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. K. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. CONTOURS AT V INTERVAL PLIIRRIGATION SLEEVES WITH SIZE. SEE IRRIGATION PLANS. BID NEW 6' HEIGHT T ALTERNATE 2: FENCE. �I �� JI �� rar rar (�fra �� waraa rr yt. — — \ aha a�a . _ �•' �� r r 466 rar rrrr rar raa�r r r rar rar rar rar r rar rar rar ,. a r rrrraa a rar r r a r rr . a a a a a w a w w a w w ;.`.±.;.`.±.;.w• r ar r ar r ar r ar �� s . ` `• a`ar. y ?g, rr . . . . . . . . .. . . . . ::- ■ R3.a• a a r ar rar+.`.w.+.`. +. +.`.a. r a . a .. • �, �� B� .. _ _ _ raR1'y6 a r a�w�a�a�w'w�awl -... PR � 6: r�r a w w a a a a a a a w a w a a •. e' . 5 � r a a a w a a w a a w a a a w a a w a a` a r rar qC68 \ rw a wrwrarw arararararara±w a. �I 67 6 a J w w a w 0 34 a. • (E)w .pw rrr; a r r arrrr a r•. s" :R,J� R'. '. R10" . -� r a vn a r .. :•:Jg'7 �. • ro �• tis• . � Ps.. 5 ' g6 " ...: w wrwr a ar,rr ', :. .. '::ly!7..• 57.2 ..;f, �� �� P" 1 E W ✓ e a r r ar a b' ti ( '. a r a a • a a r a r a a '."' ' W� W� 46b— +(E)W— a a a a a a r a a r a a a rA . / . . . . ... . .. .. .. .:.... . , .. . , .�• u •••68..••S(E)W I a a a w a a a a ar arra sg3 •r.r.. a (E)W S7. . .:............... w w wra a a a a a a 58 a s a a r a a r awrar ar bio• 3,� (E)W�(E)W— WS DEVELOPMENT .466 � y a I Tzo 1 "& (E)W— ...y MAR (SHOWN�� REFERENCE) r a a r r r a r • ;..:: I a •� r r a r (S(E)W—(E' `; °� I MARC" MEF REFERENCE)E '. J (SHOYM L I _ ICU Site Layout Plan - West 30' 60' V HORIZONTAL SCALE: In = 30'-0a W. dominant arae the monaoaon oonmaea bean may not W cc mi or Mm m,i NNaut Wmm written mamiwan of Wilandon. mark W Remeal.n ) Wd uamumweea awoa.• a Caastvmdam U. am Natal by a V*t la.. REVISIONS w t w N r, C464 mon Daws y OREGON C.1 %l 02/04/2015 �V C9PE Drawn by SPD Date: 10.11.21 Scale: AS SHOWN SHEET NO: C2.02 o_ > O LZ U Q >- N_ E CO a o O r, C464 mon Daws y OREGON C.1 %l 02/04/2015 �V C9PE Drawn by SPD Date: 10.11.21 Scale: AS SHOWN SHEET NO: C2.02 .............................. .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . PROPOSED LIGHT DUTY . ....... . CONCRETE SIDEWALKS PROPOSED HEAVY DUTY . . . . . . . . . . . . . . . . PROPOSED SEEDED/IRRIGATED LAWN AREAS. SEE LANDSCAPE PLANS PROPOSED SHRUB PLANTERS. . . . . . . . EXISTING CONTOURS AT I' INTERVAL SLEEVES NTH SIZE. ElIRRIGATION SEE IRRIGATION PLANS. F�BID ALTERNATE #2: NEW 6' HEIGHT CHAIN LINK FENCE. . . . . . . . . . . ...... . ... . .. . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . .. ..... . ... .... ZiwilU 10 . ..... mm,'_ ........ . . . . . . . . . . . . . . . ..... . . - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................. ............. .................. . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . A. . . . . . . . . . . . . . . . . . - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . ......... .. . . .. .. . ..... ....... ....... . aa�� . . ...... . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ...... . ...... . ...... ............. ............. ... . . . ...... . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7�, . . . . . . . . . . . . . . . . . . . . . .......... . ...... . ...... . ...... ... ....... . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . .. . . . . . . . . . . ------- — - i_g a4i_ . . . ..... . .... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ai� . ...... ...... ..... . ..... . ...... . . .................................... . . . . . . . . . . . . . . . . . . . . .. ...... .... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .... . . . . . . . . . . . . . EW ... . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EW . . . . . . . . . . . . . . . . . .... . . . . . . DINS DO MARCOLN MEADELOPMENT OWS. . . . . . . . . . . . . . . . . . . . . . . . . . . . (S"UTMFOR REFERENCE) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . ....... T 7 . . . 22 . . . . . . . . IU czwr :> Site Layout Plan - East HORIZONTAL SCALE: f = 30'-0' I-- VAT -- --------- Legend wAT wAy R77E��] PROPOSED LIGHT DUTY CONCRETE SIDEWALKS PROPOSED HEAVY DUTY CONCRETE SIDEWALKS NEW PLAYGROUND AREA SAFETY SURFACE. EXISTING NON—IRRIGATED GRASS AREAS RETAINED PROPOSED SEEDED/IRRIGATED LAWN AREAS. SEE LANDSCAPE PLANS PROPOSED SHRUB PLANTERS. SEE LANDSCAPE PLANS PROPOSED GRAVEL PATHS F466 1 PROPOSED CONTOURS AT I' INTERVAL EXISTING CONTOURS AT I' INTERVAL SLEEVES NTH SIZE. ElIRRIGATION SEE IRRIGATION PLANS. F�BID ALTERNATE #2: NEW 6' HEIGHT CHAIN LINK FENCE. Tat. d...t aaa u bfamWaa cant*W a al, oat W co w or rcVrod Mahout W, arttVi P.IW. of Wild .. Pat W Rana DWd u.tholn,cl dw. ar ccaffi don U. are pr Utel by c V*t law. I I REVISIONS I I w "M 84 Simon Daws y OREGON 02/04/2015 PE 'y Drawn - P' Date.. FO1 1 1' Scole:AS SHOWN SHEET NO: Lft Up 0 0 C2,03 OBJECT PAVED AREA, OR ISOLATION JOINT - SEE DETAIL 2/C2.50. 12 -INCH #4 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 EVENLY, AS SHOWN ON DRAWINGS. 2. SEE SPECIFICATION SECTION 321313. Concrete Flatwork SCALE: NTS 4" FIBER REINFORCED CONCRETE WALKS WITH THICKENED EDGE ADJACENT TO PLAY AREA - SEE PLAN FOR LOCATIONS --16" min. L T� 6" CRUSHED ROCK BASE PER SPECIFICATIONS 2" MINUS OPEN GRADED CRUSHED ROCK PER SPECIFICATIONS LIGHT BROOM FINISH CONTRACTION JOINT - SEE DETAIL 2/C2.50 1/2 -INCH RADIUS 4" OR 6" DEPTH FIBER REINFORCED CONCRETE PER SPECIFICATIONS - SEE PLANS FOR LOCATIONS 6" DEPTH, BASE COURSE PER SPECIFICATION SECTION 312000 COMPACTED SUBGRADE PER SPECIFICATION SECTION 312000 COMPOSITE NAILER BOARD, MOUNTED BELOW CONCRETE SURFACE NTH CONCRETE FASTENERS, PER FOREVER LAWN SPECIFICATIONS. NAILER BOARD AND STAPLES SUPPLIED BY CONTRACTOR. 4" CRUSHED ROCK BASE PER SPECIFICATIONS L a f T CONCRETE CURBS, FOOTINGS, EXISTING PAVING ETC EXPANSION JOINT MATERIAL 6" CONCRETE SLAB14 TOOLED SCORE JOINTS, PER PLANS #4 REBAR AT 12" O.C. BOTH WAYS COMPACTED SUBGRADE� BASE COURSE AS SPECIFIED Heavy Duty Concrete Flatwork SCALE: NTS PLAYGROUND POSTS CONCRETE CURB DETA14 "PLAYGROUND GRASS" BY FOREVER(TYPICAL). SEE PLAYGROUND PER PLANS LAWN ARTIFICIAL TURF SURFACE. PLANS FOR ALL LOCATIONS. INSTALL PER MANUFACTURERS SET DEPTH ACCORDING TO �����������������������������■ SPECIFICATIONS. MANUFACTURERS i 2" SAFETYCEL PADDING. INSTALL PER SPECIFICATIONS FOR EACHPIECE OF EQUIPMENT. SEE ■ 8 MANUFACTURERS SPECIFICATIONS. NOTES. ■ -__- ILII_ ■ I -ISI I -I I -I � I � I -III -I � -1 � 1-1 � 1-1 � 1-1 � 1-1 I- ■ I�TI= III TI-Jll r=. 1-1 I111 1II- Jll 111 1111=III=III=III=11 III���I1II=1�I1=1I�III���I1II=ILII 1= III1I�III�II=III II�III III�II�II1711II�II�JI 11=1 I I�I I I I� 11=1 I I; ;'. a .` 111- i ,i I -1 I �I 11=1I 1=1I1=1 I �I ';::: .:,; -I I ■............................. FOOTINGS FOR PLAYGROUND POSTS. WIDTH -' 1=1I I::.::::,; �...,;..,• =1E AND DEPTH PER PLAY EQUIPMENT - NOTES: -III= MANUFACTURERS SPECIFICATIONS. � l i-1 I �I I I� - I- ' 1. HEIGHT OF TRANSITION BETWEEN TURF AND SURROUNDING CONCRETE TO BE MAXIMUM r. 2. THICKENED EDGE TO BE INSTALLED AT ALL LOCATIONS ADJACENT TO PLAYGROUND SAFETY SURFACE WHERE IT MEETS A SIDEWALK. 3. SAFETY SURFACING PRODUCT TO BE FOREVER LAWN PLAYGROUND GRASS ULTRA, WITH 2" SAFETYCEL PADDING AND ENVIROFIL INFILL. PRODUCT SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. NAILER BOARD AND PINS SUPPLIED BY CONTRACTOR. ALL SURFACING TO BE INSTALLED BY A CERTIFIED INSTALLER PER MANUFACTURERS SPECIFICATIONS. SEE SECTION 321816 FOR FURTHER INFORMATION. 4. POSTS FOR PLAY EQUIPMENT FOR 2-5 AND 5-12 AGE GROUP PLAY AREAS. SUPPLIED BY WILLAMALANE INSTALLED BY CONTRACTOR ALL PLAY EQUIPMENT TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION SECTION 116813. SEE APPENDIX A FOLLOWING SPECIFICATIONS FOR INFORMATION ON ALL PLAYGROUND EQUIPMENT. Typical Playground Section - Artifical Turf Surface SCALE: NTS J 3" DEPTH COMPACTED r MINUS AGGREGATE QUARRY ROCK SURFACING. RIVER ROCK IS NOT EXISTING ACCEPTABLE GROUND �- 1% SLOPE 1% SLOPE -� .aa. .t "fir""'• .. .a 's' • e., .. A� .. TM rI"'ir�mT�� 4" DEPTH COMPACTED 1- 1 /2" MINUS CROWNED SECTION AGGREGATE BASE COURSE Gravel Trail SCALE: NTS PLAN VIEW NOTE: 1. TOP OF POST TO BE CUT 1/2" BELOW TOP OF SIGN. CONFIRM HEIGHT WITH OWNER 6" C 6" 6" - Sign Installation SCALE: NTS STRUCTURE, PAVED AREA OR OBJECT TOOLED CONTROL JOINT r DEPTH OF SLAB CONTRACTION JOINT CONCRETE FLATWORK CONCRETE FLATWORK This do,nment and the informouon ooammad b«em may not be canned or rwroWaea without eVmn writlm parmwen of 'bfllamdone Par* and Recreation Diablet. Unaamon.ed diemsa,a or onnatMnion ase are "ibited by coppigbt lax. I REVISIONS FLEXIBLE JOINT FILLER WITH RED TEXT ON WHITE BACKGROUND (1) EA. LEFT AND N- TRAIL CONSTRUCTION NOTES: N RIGHT ARROWS REMOVABLE PLASTIC JOINT CAP. PARKING PARKING 1. CONFIRM TRAIL ALIGNMENT WITH OWNER AFTER STAKING AND PRIOR TO EXCAVATION. BETWEEN . a �• FLUSH WITH CONCRETE. SIGNS SIGNS Park and Recreation District _ 3. DO NOT EXCEED 1.5% CROSS SLOPE OR 4.5% RUNNING SLOPE IN ANY SECTION OF TRAIL - 4. EXCAVATED MATERIAL MAY BE USED AS FILL MATERIAL TO MAKE UP GRADES WHERE REQUIRED. DISPOSE OF/RE-USE ALL EXCAVATED MATERIAL OTHERWISE NOT REQUIRED. F- ¢" -� �• - 12 -INCH #4 SMOOTH REBAR EMBEDED L4, 84 6. SUBMIT TEST RESULTS FOR AGGREGATE VERIFYING GRADATION MEETS REQUIREMENTS. ISOLATION JOINT EPDXIED 6 -INCH INTO EXISTING CONCRETE AT 7. USE AGGREGATE THAT IS UNIFORMLY MIXED AT OPTIMUM MOISTURE CONTENT PRIOR TO 18 -INCH O.C. AT ALL LOCATIONS WHERE NEW SPREADING AND COMPACTING. r Simon Daws rc., CONCRETE MEETS EXISTING 'y OREGON (� UNTIL VISUAL DISPLACEMENT STOPS, BUT NOT FEWER THAN THREE COMPLETE PASSES. NOTES: 02/04/2015 !mow 9. IMMEDIATELY FOLLOWING FINAL SPREADING, SMOOTHING AND COMPACTING, CORRECT ANY C9pEC�~ 1. SEE SPECIFICATION SECTION 321313. IRREGULARITIES OR DEPRESSIONS THAT DEVELOP BY ADDING OR REMOVING MATERIAL UNTIL THE i 2. SEE LAYOUT PLANS FOR JOINT PATTERN AND LOCATION. 10. PROVIDE NON -WOVEN POLYPROPYLENE GEOTEXTILE BELOW BASE COURSE AS SHOWN. 3. USE ISOLATION JOINTS AT ALL LOCATIONS WHERE DIFFERENTIAL MOVEMENT BETWEEN THE GEOTEXTILE TO MEET REQUIREMENTS OF AASHTO M288. Cz PAVEMENT AND A STRUCTURE MAY OCCUR. 11. ENSURE SMOOTH TRANSITION OF CUT/FILL SLOPES TO EXISTING GRADES. RE -SEED AREAS EITHER SIDE OF TRAIL AS REQUIRED. Date: 10.11.21 0 Concrete Joints U SCALE: NTS I..L 24" 24"X 30" ODOT SIGN OBDI-2c. SEE 8-11 IN 6" C 6" 6" - Sign Installation SCALE: NTS STRUCTURE, PAVED AREA OR OBJECT TOOLED CONTROL JOINT r DEPTH OF SLAB CONTRACTION JOINT CONCRETE FLATWORK CONCRETE FLATWORK This do,nment and the informouon ooammad b«em may not be canned or rwroWaea without eVmn writlm parmwen of 'bfllamdone Par* and Recreation Diablet. Unaamon.ed diemsa,a or onnatMnion ase are "ibited by coppigbt lax. I REVISIONS FINISH GRADE PER PLANS SLOPE TOP OF CONCRETE TO ENSURE POSITIVE DRAINAGE AWAY FROM SIGN POST 2r X 2j" X 18" LONG ANCHOR SLEEVE, NON -PERFORATED (12 GAUGE MIN. WALL THICKNESS) WRAP ANCHOR SLEEVE AND ANCHOR POST WITH (1) LAYER OF DUCT TAPE 2r X 24" X 36" LONG ANCHOR POST, NON -PERFORATED (12 GAUGE MIN. WALL THICKNESS) CONCRETE FOOTING SECTION VIEW WAYFINDING SIGN FLEXIBLE JOINT FILLER WITH RED TEXT ON WHITE BACKGROUND (1) EA. LEFT AND N- TRAIL CONSTRUCTION NOTES: N RIGHT ARROWS REMOVABLE PLASTIC JOINT CAP. PARKING PARKING 1. CONFIRM TRAIL ALIGNMENT WITH OWNER AFTER STAKING AND PRIOR TO EXCAVATION. BETWEEN . a �• FLUSH WITH CONCRETE. SIGNS SIGNS Park and Recreation District _ 3. DO NOT EXCEED 1.5% CROSS SLOPE OR 4.5% RUNNING SLOPE IN ANY SECTION OF TRAIL - 4. EXCAVATED MATERIAL MAY BE USED AS FILL MATERIAL TO MAKE UP GRADES WHERE REQUIRED. DISPOSE OF/RE-USE ALL EXCAVATED MATERIAL OTHERWISE NOT REQUIRED. F- ¢" -� �• - 12 -INCH #4 SMOOTH REBAR EMBEDED AND 84 6. SUBMIT TEST RESULTS FOR AGGREGATE VERIFYING GRADATION MEETS REQUIREMENTS. ISOLATION JOINT EPDXIED 6 -INCH INTO EXISTING CONCRETE AT 7. USE AGGREGATE THAT IS UNIFORMLY MIXED AT OPTIMUM MOISTURE CONTENT PRIOR TO 18 -INCH O.C. AT ALL LOCATIONS WHERE NEW SPREADING AND COMPACTING. r Simon Daws rc., CONCRETE MEETS EXISTING 'y OREGON (� UNTIL VISUAL DISPLACEMENT STOPS, BUT NOT FEWER THAN THREE COMPLETE PASSES. NOTES: 02/04/2015 !mow 9. IMMEDIATELY FOLLOWING FINAL SPREADING, SMOOTHING AND COMPACTING, CORRECT ANY C9pEC�~ 1. SEE SPECIFICATION SECTION 321313. IRREGULARITIES OR DEPRESSIONS THAT DEVELOP BY ADDING OR REMOVING MATERIAL UNTIL THE i 2. SEE LAYOUT PLANS FOR JOINT PATTERN AND LOCATION. 10. PROVIDE NON -WOVEN POLYPROPYLENE GEOTEXTILE BELOW BASE COURSE AS SHOWN. 3. USE ISOLATION JOINTS AT ALL LOCATIONS WHERE DIFFERENTIAL MOVEMENT BETWEEN THE GEOTEXTILE TO MEET REQUIREMENTS OF AASHTO M288. Cz PAVEMENT AND A STRUCTURE MAY OCCUR. 11. ENSURE SMOOTH TRANSITION OF CUT/FILL SLOPES TO EXISTING GRADES. RE -SEED AREAS EITHER SIDE OF TRAIL AS REQUIRED. Date: 10.11.21 0 Concrete Joints U SCALE: NTS I..L 24" 24"X 30" ODOT SIGN OBDI-2c. SEE 8-11 IN 2" X 2" X 10" (MINIMUM) SQUARE ODOT SIGN POLICY GALVANIZED PERFORATED SIGN POST (12 AND GUIDELINES GAUGE MIN. WALL THICKNESS) DOCUMENT. r X 3r CADMIUM PLATED HEX HEAD c CONFIRM WITH OWNER z Pierce Park BOLT WITH FLAT LOCK WASHER AND NUT "i Ml, tMN EXACT LOCATION OF SIGN AND POST. Briggs MS 05MI. ]MN c d FINISH GRADE PER PLANS SLOPE TOP OF CONCRETE TO ENSURE POSITIVE DRAINAGE AWAY FROM SIGN POST 2r X 2j" X 18" LONG ANCHOR SLEEVE, NON -PERFORATED (12 GAUGE MIN. WALL THICKNESS) WRAP ANCHOR SLEEVE AND ANCHOR POST WITH (1) LAYER OF DUCT TAPE 2r X 24" X 36" LONG ANCHOR POST, NON -PERFORATED (12 GAUGE MIN. WALL THICKNESS) CONCRETE FOOTING SECTION VIEW WAYFINDING SIGN ALL SIGNS TO BE REFLECTIVE, ALUMINUM .080, PRE -DRILLED HOLES NO PARKING SIGN (OTTO STREET) w w N y --t > O 0- E E .Q i U) O O EXISTING 12" RED TEXT ON WHITE BACKGROUND (1) EA. LEFT AND N- TRAIL CONSTRUCTION NOTES: N RIGHT ARROWS ~ PARKING PARKING 1. CONFIRM TRAIL ALIGNMENT WITH OWNER AFTER STAKING AND PRIOR TO EXCAVATION. BETWEEN BETWEEN SIGNS SIGNS ALL SIGNS TO BE REFLECTIVE, ALUMINUM .080, PRE -DRILLED HOLES NO PARKING SIGN (OTTO STREET) w w N y --t > O 0- E E .Q i U) O O EXISTING GROUND TRAIL CONSTRUCTION NOTES: ~ 1. CONFIRM TRAIL ALIGNMENT WITH OWNER AFTER STAKING AND PRIOR TO EXCAVATION. willamalan 2. DO NOT EXCEED 3:1 SLOPE FOR CUT AND FILL SLOPES EITHER SIDE OF TRAIL Park and Recreation District _ 3. DO NOT EXCEED 1.5% CROSS SLOPE OR 4.5% RUNNING SLOPE IN ANY SECTION OF TRAIL - 4. EXCAVATED MATERIAL MAY BE USED AS FILL MATERIAL TO MAKE UP GRADES WHERE REQUIRED. DISPOSE OF/RE-USE ALL EXCAVATED MATERIAL OTHERWISE NOT REQUIRED. -� �• - 5. OBTAIN OWNER APPROVAL OF SUB GRADE BEFORE PLACEMENT OF BASE COURSE. 84 6. SUBMIT TEST RESULTS FOR AGGREGATE VERIFYING GRADATION MEETS REQUIREMENTS. 7. USE AGGREGATE THAT IS UNIFORMLY MIXED AT OPTIMUM MOISTURE CONTENT PRIOR TO - SPREADING AND COMPACTING. r Simon Daws rc., 8. COMPACT WITH MECHANICAL VIBRATORY COMPACTOR OVER FULL AREA OF EACH LAYER 'y OREGON (� UNTIL VISUAL DISPLACEMENT STOPS, BUT NOT FEWER THAN THREE COMPLETE PASSES. 02/04/2015 !mow 9. IMMEDIATELY FOLLOWING FINAL SPREADING, SMOOTHING AND COMPACTING, CORRECT ANY C9pEC�~ IRREGULARITIES OR DEPRESSIONS THAT DEVELOP BY ADDING OR REMOVING MATERIAL UNTIL THE SURFACE IS SMOOTH, UNIFORM AND COMPACTED. 10. PROVIDE NON -WOVEN POLYPROPYLENE GEOTEXTILE BELOW BASE COURSE AS SHOWN. eo'IRa ozzare GEOTEXTILE TO MEET REQUIREMENTS OF AASHTO M288. Drawn by SPD 11. ENSURE SMOOTH TRANSITION OF CUT/FILL SLOPES TO EXISTING GRADES. RE -SEED AREAS EITHER SIDE OF TRAIL AS REQUIRED. Date: 10.11.21 Scale: AS SHOWN SHEET NO: C2.50 3/8' NYLON W/ 1/2" MIP REINFORCED TUBING (WATER SUPPLY) SPECIFIED DRINKING FOUNTAIN ASSEMBLY -1/2" PVC DRAIN LINE SLEEVE THROUGH CONCRETE :.•.'. ,�••�'• III I,� �� PEX WATER LINE — SEE LITY PLAN TRAP IN DRAIN LINE NOTES: 1. WILLAMALANE STAFF TO INSTALL DRINKING FOUNTAIN ABOVE GRADE. 2. CONTRACTOR TO INSTALL BELOW GRADE ELEMENTS INCLUDING SUMP 3, SANITIZE WATER LINE TO DRINKING FOUNTAIN PRIOR TO ACTIVATION. Drinki SCALE: NTS Fountain and Infiltration Su r. .r •. f 1 • •'••••.• • •,� !i TRANSITIONFLEXIBLE CONCRETE COLLAR.•::! �• �. .� ,f.. �,�. •. -COUPLING DRAIN PIPE'r, �•-•a :,� �' v • DRAINII ADJACENT1 1 1 •.; !�:; '.'��' 1 r' OPEN l r GRADED ROUND 'III SUMP 4t :: �• •••:; .!:�•. LINED1 FABRIC i.•,•.::i !•" •.�;:�!.�•':• GRADE TO CREATE DEPRESSION AT SUMP PLAN am SCALE: NTS JUNCTION BOX CONDUIT TO ELECTRICAL ENCLOSURE — SEE SHEET C5.00 (4) ANCHOR BOLTS (ASTM A307) 21" LONG NTH 3r HOOK. DIAMETER MIN. r. 1" GALV. RIGID STEEL CONDUIT NdTH GROUND LUGS IN/OUT OF J—BOX (4) #4 HOOPS ON 12" CENTERS (4) #4 VERTICAL REBAR POLE PER SHEET C5.00 GROUT AT BASE PLATE AFTER POLE ADJUSTED FOR TRUE VERTICAI CONCRETE PER PLANS r° X 10' GROUND ROD BONDED TO CIRCUIT ., <.• POURED IN PLACE 4000PSI ° • I _ ?,' ' CONCRETE FOOTING F�2'� This do,nment and the informouon ooammad b«em may not be canned or ro,roduced without ewres, writlm parmwen of wllamdone Par* and Reemeotion Diablet. UnauP aed dle,1.,a or conalauction ase are "ibited by c,,pFght lax. REVISIONS w r_ t r,C84 imon Daws y OREGON %l 02/04/2015 PE Drawn Drawn by SPD Date: 10.11.21 Scale: AS SHOWN SHEET NO: C2.51 r- W CZ (1) 76 I..L i .,1 0 U Q •i CO a U) co O O r,C84 imon Daws y OREGON %l 02/04/2015 PE Drawn Drawn by SPD Date: 10.11.21 Scale: AS SHOWN SHEET NO: C2.51 Picnic Shelter SCALE: NTS F o?- 0� Go c O u V grew * temB YIC 1�11 1.EDLLANDNU 49; 3 616396.19 8g1.)4 w'15 616396.0A1I P% M DRAWN BY: ACP DATE: 1/2/2018 PRELIMINARY ID: 54569 REVISION: A BUILDING TYPE: DH2OX2OM-P4 PROJECT NAME: SHEET ALL STRUCTURAL COMPONENTS WILL BE: TUBE: ASTM A500 GRADE B PLATE: ASTM A36 BOLTS: ASTM A325 NUTS: ASTM A563 WELDING: CMAW NOTE: COLUMN SIZE: CC10-108 WELDMENT DRAWN BY: ACP DATE: PRELIMINARY ID: rE Z INSIDE OF BUILDING Y THESE FOUNUAPUN LOADS ARE FOR ESPMAPNG PURPOSE ON - THE ACTUAL LOADS MLL BE DETERMINED IN THE FINAL ENGINEERING LNPS.11FKI41- Lai FOUNDATCN LOADS 4 llACP LOAD CCMBINATON AXIAL (Fx) SHEAR (FY) SHEAR (Fz) MOMENT (My) MOMENT (Mz) DL O.TO D.00 0.07 -288 -0.13 SL 2.28 -0.01 0.33 -1214 -0.47 W -UPLIFT -0.62 0.03 -0.01 -611 5.54 W -FY 0.09 -0.38 -0.0 6.47 -16.99 W-FZ 0.09 0.36 -0.06 6.63 18.74 E -FY 0.03 -OD, 0.05 -3.61 -3.44 E -Z -0.03 0.04 -0.05 3.52 3.28 NOTES, TABLE SHOWS UNFACTCRED SERVICE LOADS - A FOUNDATION DESIGNHAS NOT BEEN PERFORMED BY ICON SHELTER SYSTEMS INC - A UCENSED ENGINEER FAMILIAR WITH SOIL CONDITIONS AT CONSTRUCTION STE MUST PERFORM A FOUNDATION DESIGN. -TIE STRUCTURE HAS BEEN ENGINEERED AS AN OPEN STRUCTURE. - CONSULT ICON SHELTER SYSTEMS INC. IF THE STRUCTURE IS TO BE ENCLOSED. - COORDINATES ME LOCAL TO ME COLUMN DL = SERVICE LEVEL DEAD LOAD REACTION NTH TIE GREATEST AXIAL LOAD SL = SERMCE LEYFL SNOW LOAD REAWON AM ME GREATEST AXIAL LOAD W -UL = SERVCE LEVEL AND LOAD REACTION AM NE GREATEST UPLIFT LOAD W -Y = SERVICE LEVEL WIND LOAD REACPCN ATH THE GREATEST MACNIMME OF SHEAR IN TIE LOCAL Y DIRECTION W -Z = SEANCE LEVEL AND LOAD REACTION AIH THE GREATEST SHEAR VALUE ACTINO IN TIE SAME DIRECTION AS ME DL SHEAR LOAD E -Y= SERMCE LEVEL SEISMIC LOAD REACTION AM THE GREATEST MAGNITUDE OF SHEAR IN TEE LOCAL Y DIRECTION E -Z = SERVICE LEVEL SEISMIC LOAD REACTION AM ME GREATEST MAGNITUDE OF SHEAR IN ME LOCAL Z DIRECTION 9 WILLAMALANE NOTE: BASED ON INSTALLATION OF PREVIOUS SIMILAR SHELTER AT MEADOW PARK, ASSUME FOOTING AT EACH POST TO BE 2'-6" SQUARE BY S-6" DEPTH. BASE COVERS COLUMN c O u V 9XI %da16 Inc I -N AVE HN M 616]560919 PW ]C8.g1P5 6 N.3�09W P% O T J CONCRETE FOOTING NOT TO SCALE ACTUAL FOOTING DESIGN ... ON INSTALLATION SHEET DRAWINGS ., 0 w %sbunt; Inc 20' a 54569 E 0 REVISION: N A o 321/2" OVERALL BUILDING TYPE: i 36" COVER WIDTH DH2OX20M-P4 12" CENTER I� TO CENTER I PROJECT NAME: v In 24go MULTI RIB PANEL SECTION SHEET 3� FAS WASHER 1 1/4" PAINTED SCREW NOTE: STANDAI ACTUAL BUILDIi The do.m.t and the infamollon a.mmad harem may not be .Pied or rrymd MI wimp t exI mitt. Permieton of yfllandene Park and ReernE Diablet. UnauParized d'W,II or .nabaction me are prohibited by cappi9ht law. I REVISIONS I S r O O r,C84 W imon Daws y OREGON C.1 G' 02/64/2015 �V PE Drawn by SPD Date: 10.1121 Scale: AS SHOWN SHEET NO: C2.52 Lai DRAWN BY: 4 llACP TING _ -III-III- _ NOTGRETE TO WALE DATE: - ACTUAL FOOTING DESIGN SHOWN ON INSTALLATION 1/2/2018 DRAWINGS PRELIMINARY ID: SHOWN AS 5" BURIED ) BASE CONNECTION 54569 "YPE: A (6" BURIED) REVISION: 3/4' ANCHOR BOLT A W/ 3/4' NUTS (4) PECS BUILDING TYPE: DH2OX20M-P4 -aT PROJECT NAME: _. All I CONCRETE FOOTING NOT TO SCALE ACTUAL FOOTING DESIGN ... ON INSTALLATION SHEET DRAWINGS ., 0 w %sbunt; Inc 20' a 54569 E 0 REVISION: N A o 321/2" OVERALL BUILDING TYPE: i 36" COVER WIDTH DH2OX20M-P4 12" CENTER I� TO CENTER I PROJECT NAME: v In 24go MULTI RIB PANEL SECTION SHEET 3� FAS WASHER 1 1/4" PAINTED SCREW NOTE: STANDAI ACTUAL BUILDIi The do.m.t and the infamollon a.mmad harem may not be .Pied or rrymd MI wimp t exI mitt. Permieton of yfllandene Park and ReernE Diablet. UnauParized d'W,II or .nabaction me are prohibited by cappi9ht law. I REVISIONS I S r O O r,C84 W imon Daws y OREGON C.1 G' 02/64/2015 �V PE Drawn by SPD Date: 10.1121 Scale: AS SHOWN SHEET NO: C2.52 I Legend PROPOSED UGHT DUTY CONCRETE SIDEWALKS 465.00 SPOT HEIGHT AT TOP OF CONCRETE PAVING PROPOSED HEAVY DUTY CONCRETE SIDEWALKS M.E. MATCH EXISTING NEWPLAYGROUND AREA SAFETY °i EXISTING SPOT HEIGHT I EXISTING NON -IRRIGATED GRASS X ZJ AREAS RETAINED PROPOSED SEEDED/IRRIGATED LAWN AREAS. SEE LANDSCAPE PLANS PROPOSED SHRUB SEE LANDSCAPE PLANS PLANTERS. ® I� I PROPOSED GRAVEL PATHS 466 PROPOSED CONTOURS AT VINTERVAL ElEXISTING CONTOURS AT 1' INTERVAL I� - - - - - - - - - - - - - - - - - - - - - - tz -i/� fa 'x I� II II I� I� II Sheet Notes: 1. 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. 2. NEW PAVING AND GRAVEL SURFACES: ENSURE POSITIVE DRAINAGE AWAY FROM STRUCTURES. NOTIFY OWNER'S REPRESENTATIVE IF GRADE DISCREPANCIES ARE DISCOVERED. 3. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN THE FIELD AND BRING ANY 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 CONFORM TO ALL FEDERAL AND OREGON STATE STANDARDS FOR ACCESS FOR THE DISABLED. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. 7. PROVIDE ADDITIONAL MATERIAL AS NECESSARY TO FEATHER GRADES AS GRADUAL AS POSSIBLE AT LOCATIONS WHERE NEW WORK ABUTS EXISTING CONDITIONS ALONG EDGES OF PROJECT. BLEND NEW ELEVATIONS BACK TO EXISTING GRADE TO CREATE A UNIFORM SLOPE: • MAXIMUM SLOPE ON CONCRETE AND GRAVEL WALKWAYS, 2% • MAXIMUM SLOPE IN LANDSCAPE AREAS, 25% 8. INSTALL NEW UTILITIES SO THAT RIM ELEVATIONS ARE FLUSH WITH FINISH GRADES AT PAVEMENT, AWN AND PLANT BEDS. ADJUST RIM ELEVATIONS OF EXISTING UTILITIES ACCORDINGLY, AS REQUIRED. 9. LANDSCAPE BERMS ARE TO BE GRADED AT APPROXIMATELY 1:4 SLOPE. FEATHER TRANSITIONS FROM BERM TO EXISTING GRADES WITH SMOOTH TRANSITIONS. Y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y x y y 465.301 y y y y y y y y y y y y y y y 1y y Y GRADING FOR GRAVEL AREAS AT y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y BIKE PLAYGROUND SHOULD BE, ♦ y y y y y y y y y W y • y y 465.38' 4 5 38 y X Y GRADED TO MATCH EXISTING AWN X. y y y y y y yyy y y . SURFACE.. SEE DETAIL 6/C2.50y . . . . y y y y y W y y . . . . . . . . . . . . . . . . y y y y W 46 .90 y y y y y y y y y y y . y y y Xy y y y . . . . . . . . . . . y y y y y y y y y y y y y y . . . . . . . . . . . . . . . . . . . . y y y 465.50 W y . . . . . . . . . . . . . . . . . . y y Y Y Y y ♦ y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y �.♦ • '.' . . . . . . . . . . y y y y Y . . . . . . . . . . . . 465.90' Y Y Y _ 465.43'J, iii y y y y y y y y y y y y y y y ♦e � ♦ �• '♦ � y y y y y y y ' 4654 3 .. .. .' , . .. . ..IIII pII1CO � .46 5.82 .8/2 465.62'458 / : .....:.:�.. y y y y y y y y y y y y y y y y .a •J /GRASSY SWALE - SEES ..465.65 . 465_` .1877 W W W W W W y y y y . . . . . .• - .. Aby. SHEET C4.0D��..-. IINN 465.65 W W W y W y y y y yX y y y y X. . y .y Y .y y y yy .y yy .y W . WW y WW . WW . yy . yy . yy 465yy.50yyy O/B • ���4�65.90 • �iI1 .�-468 68465.40 M.E. y y y y y y 6.22 466.22-466. Q i F. M.E. .25. 465.12 ' ` I y y y y y y y y /♦ R /�ji •, Y y• 46632 464.10 464.30464.68 y y y ♦ </ / a vv vvvv veva ° l y y y y y y y y y y 465.05 • // �, . v avvvvvv vvvvvvvvv v . 46627 '. .vv'. 465.25 /. i vv'466 a0 vvvvv°o°vvv°vvvvv ' a .. .. '. a. ': .. •�.. � � / vvv°v avvv°v v v vv o v°v°v vvv°v°v v °v°vvv°v°vv°vv° 466.40 vvv °v°v°v v °v .. ..... •. • a avvv ° avvv avvv v v vv . avvv°vvvvv vvv • y ny y-'y� y. . _y y 4y6 "4 _y y -. y. ,y .��y .y.�. y �•' . ... .. . .. .. ... '.. II . / . I ;6 /./ � v°v°vvvavvvvvv°vvOv°vvvvv°°vvvv°vvvvvo°vvavv vvvavv°vvvvvvv °vvvvvvvvvvvvavvv°vvvvvvvv°vvvvvaavvvvvvv°vvv vvvvavv°vvvvvv vvvvavavvvvvvvvvv v v v vvvQvv®v°v.b°v°vv°°v°vav° vvvvvvvvvvvvv°v vvv vv:v4v v6v°v6°v o -. 5a•5 464.02 46419 Q • °"' .,<a". .. 'v °°vvv°avva°v °°v°vvvvv°vM465.17 vv X vv°°vvvvvvv°v.v.vvvo•vov vvv. vvvpvvvevO°vvv° v°ovv°pvv°v4vvv°vvvavvv°vvvvvvv°vvvvvbQ°vvvv vo°v v°°°vva°vvvv° vvvv vv °v°vvvv°v°v°vvvvv °°°vvvvv°v°v vvvv . '' 4•6'' 6.12' .: '.. I vv°vvvv°vv, ,'v t avvv°vvvv 40ov vvvv° a vvv v ° °vvvvv°vvvvvv°vv v Y y y y y y y y y Q y ,4166.22. vv vvvv vv _ v vv •'i ° v .pOvp4v \ vvv vv vv vv¢66,j2 I y y y y y y y 6Q y' \. .1 1< v v°v°v44vvv v vvv°v°v°v v °v v°v°vv°v°vvv° v vvv°v°vv °o°v v q °v°vvvv ° °466.400°v°v°vvv°vvv°vo °°v°°v°vvv°vvvv° F. vvvv vv°vvvv v v vvv' vvv vv -v vvvvv vv vvv 466.20 466.32 '�:' v v°vvvvv vvvvv°v°v v vv vv v°v°o v v° v v°v°v v °v a .♦ v v° °a°v°v o °v vv v°vvv°vv°v°vvv°vv°v°vv Y y y y y y y y y y y y y y ``' vv°vvvv vvv vvvv v vvv vv v vvvv vv 466.20 .464.90 1 466.40 v°v°vvv°v°v° °v v°vvv a °vvv°v° v v °vvv°vvv° v°vvvvv°v 'O 1 °v°v v ° v°vvvvv°vvv°vvv v° 466.35 y y y y yy 4y ♦ y yy ^y! yy yy yy y yy yy y y y • ' \\\•J°vv°vvvvavv°vv°vvvvv°v°Q v°vvva°vvvv° °va°°vv . . . .464v°v°vvv . . y y y y y . y °vvvv°°vvv;vvvv < 466.20. _ vv„v vvv vvvvv°vv°v ov,ov°ov°vv vvpOv 466.62 \ vv vvvvv vv v 466.50_ vv° 466.55♦I' .1 • 468 -. ° p • '. .: vvv vv a°vvvv°vv°v°vvvv°vvv vvv°, °° .G' .;�. \ •�vvvvv °v vvv 2vvav°vvvvvv .t .a' .. -_� °° pOvvv°466.5 °v °' a. 468 y y y y y W y y y 36n y y W FLn X. •• Lp 461 i♦ Ty6.32 •¢66.62. ♦. UV .466_S� 466.50_ . . . . . . . W y 465.10. 466.37 467 '466.52' . X" y y y VV y y y y y y y y y y Y W Y W '•. if ♦•. y y y y y y yy y y yy„� y yyy yy yy yy yyy y yy y yyy y yyy y yy y yy yy _` yy yy yy y X .. '466.42 (� r�.466.40 06 . . . . . . . Y Y Y y y465.02 46645 466-.35 466.32- 46630ME .EO.HW E OHw� E O4H6W6 V V yy y^yY y yy yy lyl�" y y y y y y W W W W W W ° OHW E° ay0 pX Grading Plan - West 466.5.0 . . . . . . . Y Y W y Y Y . . HORIZONTAL SCALE: 1w = 20'-Ov y y 46q y y y y y y y y Y Y Y Y W y y y >W y E OH 0 20' 40' y y y y y y y y .y y y Y Y Y y � OHW E VO y y y y Y y y �. �p•y y Y y Y y q JI Min dommont and the !,formation caatamee nn<b may not be waled or reproduced without ural ..icon pe nisvon or wuammone Pox and Re,mati n olnma. Vna mori.ed dincl mm or wnntmctbn r,e are prohibited by copyright lay. REVISIONS cz cz 1 On �84 imon DawsOREGON L) 02/04/2015 �V �Tc4rt ARC��ti E)"RES 02.2&42 Drawn by. SPD Date: 10.11.21 Scale:AS SHOWN SHEET NO C3.00 u i O cz � > N O LZ Q ^U U) W ^� W C/) 0 O cz cz 1 On �84 imon DawsOREGON L) 02/04/2015 �V �Tc4rt ARC��ti E)"RES 02.2&42 Drawn by. SPD Date: 10.11.21 Scale:AS SHOWN SHEET NO C3.00 t✓ J U -I.—, Ccz G r i�� �` , ' .•.air �lyill,��r�.�.�i� G , ►v �,►�.,, ,, V/011 Air �� II ab .(�` W W W 465.40 W W 66 "/ ro1 � ./ —�� :. •. 465.30 .a \ \ y\� ' 465.32 �. I1� �I \�\ a' 465.401. '•.. . a I. 1 .11i 1 '• 465.321 1 a" 1' 1 I.�a � A •• I '.I I 1. 1 465.55:.1 .1 I \ a, � .. ° � •; / �I' I a •a 1 I\ \~°a q •.d ,•466.20 •466.20. �' 1 1 � '` • 466.20' -a �� ••, .� /: � � . .. 465.92 \ 75 \ 466.06 466.14 �-4'66.12. ..a.�4-66.12 —468�- :: 46i6,1 2466.20^ \r46fi.20 ' 466.20 - ' 466.28_ •' '466.05 466.13_ _ e W5 x E J — E ONW� HW x U I �bti cz 21 HORIZONTAL Plan - East c W W W W W W W W W '465.82 W W W W W W W W W W W W W PLAN NOTE: GRADING FOR -GRAVEL AREAS IN EASTERN W W W W + PORTION OF SITE SHOULD BE W o -GRADED TO MATCH EXISTING W W W W W GRADE AT EDGE OF GRAVEL - - - -SURFACE. SEE DETAIL 6/C2.50 - W W W W W W W W W W W W W W W W W W W W • W W W W W W W W -' •' 4 w W W W W W W ' W W 465.70 465.95 W W W:' ...... W W W W W W W W W W W Legend Sheet Notes: PROPOSED LIGHT DUTY VERIFY EXACT LOCATIONS AND ROUTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING EXCAVATION. CONCRETE SIDEWALKS PROPOSED HEAVY DUTY OF CONCRETE PAVING CONCRETE SIDEWALKS MANNER APPROVED BY OWNER'S REPRESENTATIVE. NEW PLAYGROUND AREA SAFETY 2. SURFACE. EXISTING SPOT HEIGHT 3. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR RENEW AND APPROVAL. THE EXISTING NON -IRRIGATED GRASS ZJ CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR RENEW BY THE OWNER'S REPRESENTATIVE. x AREAS RETAINED AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE PROPOSED SEEDED/IRRIGATED LAWN Ej AREAS. SEE LANDSCAPE PLANS PROPOSED SHRUB PLANTERS. RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. SEE LANDSCAPE PLANS 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN THE FIELD AND BRING ANY PROPOSED GRAVEL PATHS 466 I PROPOSED CONTOURS AT 1' INTERVAL 4s2 EXISTING CONTOURS AT 1' INTERVAL Sheet Notes: This document and the information contained honein may not be copied or reproaucod without soirees written permission of Wllamalane Pah and Reereation owrici. Unauthonzed ducl.,e an anslruction use are prohibited by mpyght law. REVISIONS w w N U) O L E '111 u • Up 8 7— shon Daws �O02/04/2015 �<V rr�9PE ARCS~ EAPIRES 0221122 Drawn by SPD Date: 10.11.21 Scale:AS SHOWN 's01q:11i2G; C3.01 1. VERIFY EXACT LOCATIONS AND ROUTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING EXCAVATION. 465.00 SPOT HEIGHT AT TOP REPAIR ANY DAMAGE TO EXISTING PIPES, UTILITIES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE IN A OF CONCRETE PAVING MANNER APPROVED BY OWNER'S REPRESENTATIVE. M.E. MATCH EXISTING 2. NEW PAVING AND GRAVEL SURFACES: ENSURE POSITIVE DRAINAGE AWAY FROM STRUCTURES. NOTIFY OWNER'S REPRESENTATIVE IF GRADE DISCREPANCIES ARE DISCOVERED. EXISTING SPOT HEIGHT 3. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR RENEW AND APPROVAL. THE a,b CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR RENEW BY THE OWNER'S REPRESENTATIVE. x AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN THE FIELD AND BRING ANY 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 CONFORM TO ALL FEDERAL AND OREGON STATE STANDARDS FOR ACCESS FOR THE DISABLED. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. 7. PROTIDE ADDITIONAL MATERIAL AS NECESSARY TO FEATHER GRADES AS GRADUAL AS POSSIBLE AT LOCATIONS WHERE NEW WORK ABUTS EXISTING CONDITIONS ALONG EDGES OF PROJECT. BLEND NEW ELEVATIONS BACK TO EXISTING GRADE TO CREATE A UNIFORM SLOPE: • MAXIMUM SLOPE ON CONCRETE AND GRAVEL WALKWAYS, 2% • MAXIMUM SLOPE IN LANDSCAPE AREAS, 25% 8. INSTALL NEW UTILITIES SO THAT RIM ELEVATIONS ARE FLUSH WITH FINISH GRADES AT PAVEMENT, LAWN AND PLANT BEDS. ADJUST RIM ELEVATIONS OF EXISTING UTILITIES ACCORDINGLY, AS REQUIRED. 9. LANDSCAPE BERMS ARE TO BE GRADED AT APPROXIMATELY 1:4 SLOPE. FEATHER TRANSITIONS FROM BERM TO EXISTING GRADES WITH SMOOTH TRANSITIONS. This document and the information contained honein may not be copied or reproaucod without soirees written permission of Wllamalane Pah and Reereation owrici. Unauthonzed ducl.,e an anslruction use are prohibited by mpyght law. REVISIONS w w N U) O L E '111 u • Up 8 7— shon Daws �O02/04/2015 �<V rr�9PE ARCS~ EAPIRES 0221122 Drawn by SPD Date: 10.11.21 Scale:AS SHOWN 's01q:11i2G; C3.01 O CD Lf� d O CDM CV aM U • I a a .. — W—T �— WpT — — wAT CONSTRUCTION NOTES: 1. ALL WORK WITHIN PUBLIC RIGHT—OF—WAY SHALL BE IN ACCORDANCE WITH THE CITY OF SPRINGFIELD PUBLIC WORKS REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED PERMIT FOR WORK WITHIN RIGHT—OF—WAY. LOMIROWNWIM 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR OS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCARON OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES THE CONTRACTOR SHALL CONTACT OREGON ONE—CALL AT (800) JJ2-2344 TO INDICATE EXISTING UTILITIES AT LEAST 46 HOURS PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. LEGEND EXISTING i \ 499— — EXISTING CONTOUR ® WATER METER — —WW— — WASTEWATER PIPE 2. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MATERW. TIDE FOR ALL EXISTING — .10" SD- STORM PIPE UNDERGROUND UTILITIES ON SITE, ACROSS THE SITE AND AT THE INDIC47ED POINTS OF CONNECTION. IF THE EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PIAN THE CONTRACTOR SHALL NOTIFY BRANCH ENGINEERING, INC. IMMEDIATELY. 3. SITE PLUA48ING SHALL CONFORM TO THE MOST RECENT VERSION OF THE OREGON PLUMBING SPEC14LTY CODE AND KEY NOTES MANUFACTURER'S SPECIFICATIONS. 4. ALL WORK WITHIN PUBLIC RIGHT—OF—WAY SHALL BE PER CITY OF SPRINGFIELD PUBLIC WORKS REQUIREMENTS. CONTRACTOR Oj CONSTRUCT GRASSY SWALE WITH TRAIN ROCK TRENCH. SEE DETAIL 1, THIS SHEET. SK4LL OBTAIN CITY PERMITS FOR WORK WITHIN RIGHT—OF—WAY. ONEW 1" WATER SERVICE WITH 1 1/2" WATER METER. COORDINATE SERVICE CONNECTION WITH 102 SPRINGFIELD UTILITY BOARD. IQJ 1 1/2" RP BACKFLOW ASSEMBLY FOR IRRIGARON AND 3/4" RP BACKFLOW ASSEMBLY FOR FOUNTAIN. 104 CONSTRUCT 3• SERVICE TO IRRIGARON SYSTEM. 12 121 CONSTRUCT -" PEX WATERLINE TO DRINKING FOUNTAIN PER DETAIL 2, THIS SHEET. CAP ENDS AND QD MARK WITH 2'X4' WOOD STAKE GRASSY MIX. SEE 122 END WATER UNE LANDSCAPE PLANS. 2' MIN. \\ S(OPE'8.�'. .:. SLOPE 5:1 \X GROWING18* I 7M = M = �'••i1 Y(1 GRASSY SWALE SECTION SCALE • N.T.S. Q Q �j Drainage + Utility Plan 9 8 HORIZONTAL SCALE I' = 40'-0' 17:707S0I.i31r7 WATERLINE — • — • — • — GRASS SWALE WITHIN OUTSIDE PAVED AREA PAVED AREA PAVING STRUCTURE 3" MIN. BEDDING 1 PIPE SIZE AND TYPE PER PLANS SUBGRADE 6" MIN. COMPACTED NATIVE BACKFILL MIN. NOTE: AT CONTRACTOR'S OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME TRENCH. CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS. HORIZONTAL SEPARATION BETWEEN JOINT TRENCH UTILITIES SHALL BE 12" OR GREATER. �1 TYPICAL TRENCH SECTION G SCALE: N.T.S. This b mmt mE the inlonalion contohel hemn mor not be .,1ed rc reproduced eMh.t expms nnten p.W. of M horthdone Pork and R bth, bleMot. thnoemortend di. l... or nonewctlon proANRed by ow lght lw. I REVISIONS I INEERING civil • transportati structural• geotechni SURVEYING / 2 /"4 #52996 -PN-t::3 DIGITALLY SIGNED _OREGONoo \\�2 �BRUARY M, tigF� LANE e� Drawn by. NO Date: 10.7.21 Scale:AS SHOWN SHEET NO: C4.00 U) r-- W CY) L Cz� 0 \� / ^I..L W O Q Lee. E Q co O w 0 z U W d INEERING civil • transportati structural• geotechni SURVEYING / 2 /"4 #52996 -PN-t::3 DIGITALLY SIGNED _OREGONoo \\�2 �BRUARY M, tigF� LANE e� Drawn by. NO Date: 10.7.21 Scale:AS SHOWN SHEET NO: C4.00 Legend Service Panel Detail One Line Diagram IRRIGATION LIGHTING STRONG BOX ELECTRICAL CONDUITS. CONTROLLER CONTROL ENCLOSU acP REE SEE KEYNOTES. PANEL COMMUNICATIONS CONDUITS. FOURPLEX F_— — i — — — — ODA 7 Fc SEE NOTES. OUTLET p❑p❑ 1" C IRRIGATION w WATER LINE. SEE UTILITY PLAN. IN JOINT CONTROLLER M TRENCH WITH ELECTRICAL WHERE FEASIBLE. I EQUIPMENT I I Keynotes. ENCLOSURE LIGHT I100 RELAY 2 1. ELECTRICAL ENCLOSURE. MODEL MPE-A16-1OK BY STRONG BOX. INCLUDE PEDESTALPANEL RISER AND INSTALL ON CONCRETE BASE PER MANUFACTURERS SPECIFICATIONS. 12" PEDESTAL I/ I/ f/ I/ f/ I 2. 2" CONDUIT FOR ELECTRICAL SERVICE. 2" COMMUNICATION }", (4) X10 I 3. (2) 1}" CONDUITS FOR COMMUNICATIONS. SERVICE CONDUIT 4. (2) 1}" CONDUITS FOR ELECTRICAL. 1 }" CONDUIT 5. OLDCASTLE #1118 IN -GROUND PULL BOX WITH PROPER MARKING, COVER AND PENTA _ BOLTS. — — — — — — — — — — — — - 6. (1) 1}" CONDUIT FOR COMMUNICATIONS. 1 }" SPARE�� 7. (1) 1}" CONDUIT FOR ELECTRICAL CONDUIT 8. }° CONDUIT TO LIGHT POLE FOR COMMUNICATION 9.CONDUIT TO LIGHT POLE FOR ELECTRIC. 8' GROUND 10. LIGHT POLE. SEE DETAIL 2/C2.50. ROUND STEEL POLE KRS14-4120 WITH STANDARD ROD BASE. SWEPT HOLLOW ARM PART NO AA03. LIGHT FIXTURE IS WARP 9, PART NUMBER ISA WP9S 3 E35 120L 4K 120 BL ALL LIGHT FIXTURE PARTS BY KIM LIGHTING. 11. APPROXIMATE LOCATION OF J -BOX FOR SUB POWER. 8' GROUND I ROD & WIRE II I ----------------����/ FEEDER SCHEDULE TYPE CONDUIT CONDUCTORS GROUND NOTES 20A 1 }" 2 #10 #10 TO IN GROUND BOXES 20A r #10 #10 TO LIGHT POLES IOOA 2" 3 p4/0 AL #6 NEW UNDERGROUND SERVICE / •+ - .. .LL. .466 r W v 6 64 , w. 0 '• 0-� 2 . o.—(E)W—(E)W� a ` •• ..6 �(E)W� E . �? • • ♦ 9 8 �� )W . �E)W� .&.". .+ .' 8 g —tE)W—tE)W�tE)W MARCOLAMEADO REFER)ENT� CE)W—tE)W—(E)W (SHOWN FOR 0 FUTURE LIGHT ne +I .o . •�a�+ CE)W�tE)W _ POLE (BY ' • t S(E)W— OTHERS) MARC FOR REFEREHCE)E � W tE)W \Al- (E)W {---- — " " wn. _ FUTURE LIGHT POLE (BY ---------------- OTHERS)� �j Electrical/Lighting Plan D 30' 60' V HORIZONTAL SCALE: 1" = 30'-0" This do,nment and the informouon oommmad b«em may not be cannot or rb,roduced without myreaa writlm parmwen of wllamdone Par* and Reemeotion Diablet. Una~aed dle,1.,a or conalauction use are "ibited by coppigbt lax. REVISIONS 0— V: "U W W w t w N Drawn by SPD Date: 10.11.21 Scale: AS SHOWN SHEET NO: C5.00 let i O > O LZ U Q CO c i �y-/-t V) co O O 0— V: "U W W w t w N Drawn by SPD Date: 10.11.21 Scale: AS SHOWN SHEET NO: C5.00 O CD Lf ) d O CD r7 CV N O J X Q WILLAMALANE PIERCE PARK SITE IMPROVEMENTS SPRINGFIELD, LANE COUNTY, OREGON EROSION AND SEDIMENT CONTROL NARRATIVE PROPOSED CONSTRUCTION ACTIVITY THE PROJECT ADDRESSED BY THIS EROSION AND SEDIMENT CONTROL PLAN CONSISTS OF DEVELOPING EXISTING VACANT PARK LAND INTO A NEW CITY PARK. THE PROJECT WILL INCLUDE THE ADDITION OF NEW SIDEWALKS, PLAYGROUND STRUCTURES, BASKETBALL COURT, UTILITIES, AND LANDSCAPING. EXCAVATION AND FILL MINOR GRADING WILL BE NECESSARY TO ACHIEVE PROPOSED GRADES. ANY SUITABLE EXCAVATION MATERIAL WILL BE USED AS FILL IN LOW AREAS. SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, OREGON, BY THE NATURAL RESOURCE CONSERVATION SERVICE, THE SOILS AT THE SITE ARE MAPPED AS MALABON-URBAN LAND COMPLEX (76) AND SALEM GRAVELLY SILT LOAM (118). EXISTING CONDITIONS MUCH OF THE EXISTING LANDSCAPING ON SITE ARE GRASS AND VARIOUS SHRUBS AND TREES. CONSTRUCTION SCHEDULE CUT/FILL QUANTITIES MOBILIZATION & EROSION CONTROL MEASURES AUG 2021 AUG 2021 (FINISH GRADE TO EXISTING GRADE) EARTHWORK AUG 2021 OCT 2021 IMRPOVEMENTS AUG 2021 OCT 2021 CUT ____ 750 _ C.Y. FINAL NOV 2021 NOV 2021 FILL __ 800 __ C.Y. (CONIR40M 70 VW* INSPECTION REQUIREMENTS 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST EVERY TWO WEEKS REGARDLESS OF WEATHER. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY DURING PERIODS WHEN STORM WATER RUNOFF OR SNOW MELT RUNOFF OCCURS. 3. STORM WATER RUNOFF DISCHARGE POINT FOR THE SITE IS TO BE MONITORED FOR TURBIDITY, DAILY WHEN RAINING AND ANY TIME DISCHARGE ACTIVITIES ARE OCCURRING. IF SIGNIFICANT AMOUNTS OF SEDIMENT ARE LEAVING THE WORK AREA, CORRECTIVE ACTION SHALL BE TAKEN TO REDUCE THE DISCHARGE OF SEDIMENTS AND THE ESCP SHALL BE AMENDED ACCORDINGLY. 4. SEE MONITORING FREQUENCY TABLE ON SHEET EC4. WRITTEN RECORDS 1. A WRITTEN RECORD OF INSPECTIONS FOR AN ACTIVE SITE SHALL BE KEPT ON SITE AND MADE AVAILABLE UPON REQUEST TO D.E.Q., ITS AGENT, OR LOCAL MUNICIPALITY. MAINTENANCE OF EROSION CONTROL MEASURES THE EROSION CONTROL MEASURES DESCRIBED ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO 1.) ENSURE THAT SEDIMENT DOES NOT LEAVE THE SITE, AND 2.) ENSURE EXIS77NG VEGETATION ON SITE SHALL BE PRESERVED UNTIL ALL GRADING IS COMPLETE. THE INSTALLED MEASURES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED, ENHANCED AND/OR UPGRADED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. INSPECTION TABL EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: DEQ GENERAL NOTES 1. HOLD A PRE -CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. (SCHEDULE A.8.c.i.(3)) 2. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEC 1200-C PERMIT REQUIREMENTS. (SCHEDULE A.12.b AND SCHEDULE B.1) 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQS 1200-C PERMIT REQUIREMENTS. (SCHEDULE B. 1.c AND B.2) 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, THE ABOVE RECORDS MUST BE RETAINED BY THE PERMIT REGISTRANT BUT DO NOT NEED TO BE AT THE CONSTRUCTION SITE. (SCHEDULE B.2.c) 5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCHEDULE A 8.a) 6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SCHEDULE A. 12.c.i) 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SCHEDULE A.12.c.iv. AND v) 8. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCHEDULE A. To.iu) 9. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECALLY IN PERIMETER AREAS. (SCHEDULE A.8.c.i.(1) & (2)) 10. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE -VEGETATE OPEN AREAS. RE -VEGETATE OPEN AREAS. RE -VEGETATE OPEN AREAS WHEN PRACTICAL BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SCHEDULE A.7.a.v) 11. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50 -FEET OF WATERS OF THE STATE. (SCHEDULE A.7.b.i AND (2(0)(b)) 12. INSTALL PERMIETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SCHEDULE A.B.c.i.(5)) 13. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNELS AND STREAMBANKS. (SCHEDULE A. 7.c) 14. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION , BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SCHEDULE A.7.d.i) 15. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SCHEDULE A.B.c.L(6)) 16. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATION MEASURES ARE NOT REQUIRED FOR AREAS THAT ATE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE PADS. (SCHEDULE A.8.c.ii.(3)) 17. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCHEDULE A.8.c.i.(7)) 18. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND -DISTURBING ACTIVITIES. (SCHEDULE A 7.d.ii AND A.B.c.i(4)) 19. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER -TIGHT TRUCKS OR DRAIN LOADS ON SITE. (SCHEDULE A.Td.ii.(5)) 20. CONTROL PROHIBITED DISCHARGE FROM LEAVING THE CONSTRUCTION SITE, LE., CONCRETE WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SCHEDULE4.6) 21. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE,; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES, PAINTS, SOLVENTS, AND CURING CPOMPONDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.e.L(2)) 22. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCHEDULE A Te.X.) 23. USE WATER, SOIL -BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. (SCHEDULE A 7.0.iv) 24. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME -RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE A.9.b.N) 25. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE ELECTRO -COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCHEDULE ABA) 26. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SCHEDULE A 7.b) 27. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SCHEDULE A 7.eJi.(2)) 28. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER. (SCHEDULE A.7.0.i) 29. SEDIMENT FENCE REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.c.i) 30. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. (SCHEDULE AA.c.i) 31. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.c.iii & iv) 32. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN -STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME (SCHEDULE A.9.1,3) 33. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCHEDULE A.9.b.ii) 34. THE ENDRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. (SCHEDULE A TU) 35. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.Tf.ii) 36. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCHEDULE A.8.c.R(1) AND D.3.c.0 AND iii) GRADING. STREET AND UTILITY EROSION CONTROL CONSTRUCTION NOTES 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION 1. MINIMUM FREQUENCY ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO 2. DAILY WHEN STORMWATER RUNOFF, INCLUDING FROM SNOW MELT, IS SITE CONDITION OCCURRING. APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCED RUN-OFF VELOCITY. 2. PERIMETER CONTROL SEDIMENT BARRIERS TO BE INSTALLED PRIOR TO CONSTRICTION. ADDITIONAL TEMPORARY AT LEAST ONCE EVERY 14 DAYS, REGARDLESS OF WHETHER STORMWATER 1. ACTIVE PERIOD RUNOFF IS OCCURRING. 2. PRIOR TO THE SITE BECOMING INACTIVE OR IN ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE. COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED ANTICIPATION OF SITE INACCESSIBILITY IN WORKING ORDER. ANY NECESSARY MAINTENANCE AND REPAIR MUST BE MEASURES. IMMEDIATELY UPON ESTABLISHMENT OF FINISH GRADE. MADE PRIOR TO LEAVING THE SITE. 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH. BE COVERED WITH PLASTIC SHEETING. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. (14) CONSECUTIVE CALENDAR DAYS 6. 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND ADDITIONAL EROSION CONTROL MEASURES. INACCESSIBLE DUE TO INCLEMENT WEATHER ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION. 5. PERIODS DURING WHICH DISCHARGE IS UNLIKELY MONTHLY, RESUME MONITORING IMMEDATELY UPON MELT, OR WHEN MULCHING, OR OTHER APPROVED MEASURES. DUE TO FROZEN CONDITIONS WEATHER CONDITIONS MAKE DISCHARGE LIKELY. EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: DEQ GENERAL NOTES 1. HOLD A PRE -CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. (SCHEDULE A.8.c.i.(3)) 2. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEC 1200-C PERMIT REQUIREMENTS. (SCHEDULE A.12.b AND SCHEDULE B.1) 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQS 1200-C PERMIT REQUIREMENTS. (SCHEDULE B. 1.c AND B.2) 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, THE ABOVE RECORDS MUST BE RETAINED BY THE PERMIT REGISTRANT BUT DO NOT NEED TO BE AT THE CONSTRUCTION SITE. (SCHEDULE B.2.c) 5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCHEDULE A 8.a) 6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SCHEDULE A. 12.c.i) 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SCHEDULE A.12.c.iv. AND v) 8. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCHEDULE A. To.iu) 9. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECALLY IN PERIMETER AREAS. (SCHEDULE A.8.c.i.(1) & (2)) 10. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE -VEGETATE OPEN AREAS. RE -VEGETATE OPEN AREAS. RE -VEGETATE OPEN AREAS WHEN PRACTICAL BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SCHEDULE A.7.a.v) 11. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50 -FEET OF WATERS OF THE STATE. (SCHEDULE A.7.b.i AND (2(0)(b)) 12. INSTALL PERMIETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SCHEDULE A.B.c.i.(5)) 13. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNELS AND STREAMBANKS. (SCHEDULE A. 7.c) 14. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION , BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SCHEDULE A.7.d.i) 15. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SCHEDULE A.B.c.L(6)) 16. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATION MEASURES ARE NOT REQUIRED FOR AREAS THAT ATE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE PADS. (SCHEDULE A.8.c.ii.(3)) 17. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCHEDULE A.8.c.i.(7)) 18. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND -DISTURBING ACTIVITIES. (SCHEDULE A 7.d.ii AND A.B.c.i(4)) 19. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER -TIGHT TRUCKS OR DRAIN LOADS ON SITE. (SCHEDULE A.Td.ii.(5)) 20. CONTROL PROHIBITED DISCHARGE FROM LEAVING THE CONSTRUCTION SITE, LE., CONCRETE WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SCHEDULE4.6) 21. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE,; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES, PAINTS, SOLVENTS, AND CURING CPOMPONDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.e.L(2)) 22. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCHEDULE A Te.X.) 23. USE WATER, SOIL -BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. (SCHEDULE A 7.0.iv) 24. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME -RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE A.9.b.N) 25. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE ELECTRO -COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCHEDULE ABA) 26. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SCHEDULE A 7.b) 27. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SCHEDULE A 7.eJi.(2)) 28. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER. (SCHEDULE A.7.0.i) 29. SEDIMENT FENCE REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.c.i) 30. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. (SCHEDULE AA.c.i) 31. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.c.iii & iv) 32. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN -STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME (SCHEDULE A.9.1,3) 33. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCHEDULE A.9.b.ii) 34. THE ENDRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. (SCHEDULE A TU) 35. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.Tf.ii) 36. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCHEDULE A.8.c.R(1) AND D.3.c.0 AND iii) GRADING. STREET AND UTILITY EROSION CONTROL CONSTRUCTION NOTES 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION 1. SEED USED FOR PERMANENT SEEDING SHALL BE NATIVE SEED MIX APPROVED BY OWNER. ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO 2. SLOPE TO RECEIVE PERMANENT SEEDED COMPOST SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK -WALKING OR THE USE OF OTHER COMMENCEMENT OF CONSTRUCTION ACTIVITIES AS REQUIRED. APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCED RUN-OFF VELOCITY. 2. PERIMETER CONTROL SEDIMENT BARRIERS TO BE INSTALLED PRIOR TO CONSTRICTION. ADDITIONAL TEMPORARY 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX SEDIMENT CONTROL MEASURES TO BE INSTALLED DURING AND AFTER CONSTRUC77ON AS NEEDED. EROSION AND APPLICATION RATE. CONTROL MEASURES ARE TO BE INSTALLED IMMEDIATELY AFTER ESTABLISHMENT OF FINISH GRADE. 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE. COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED 3. FINAL SLOPE STABILIZATION MEASURES, INCLUDING EROSION CONTROL BLANKETS, SHALL BE INSTALLED MEASURES. IMMEDIATELY UPON ESTABLISHMENT OF FINISH GRADE. 5. STOCKPILED SOIL OR STRIPPING SHALL BE PLACED IN A STABLE LOCA77ON AND CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND VEGETA77ON FULLY ESTABLISHED PRIOR TO BE COVERED WITH PLASTIC SHEETING. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. RECEIVING STORMWATER DISCHARGE FROM PAVED AREAS. 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THOUGH THE USE OF TEMPORARY SEEDING AND MULCHING, SLOPES EXCEEDING 25% MAY REQUIRE 5. INLET PROTECTION SHALL BE IN-PLACE PRIOR TO PAVING ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICA77ON OF A FINE SPRAY OF WATER, TEMPORARY AND PERMANENT VEGETATION SPECIFICATIONS:STRAW MULCHING, OR OTHER APPROVED MEASURES. B. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. 1. FOR DISTURBED AREAS OPEN FOR SEVEN DAYS OR MORE, STRAW MULCH SHALL BE SPREAD OVER DISTURBED ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE AREA. KEPT CLEAN FOR THE DURATION OF THE PROJECT. 2. SEEDED COMPOST SHALL BE USED TO STABILIZE DISTURBED AREAS USING THE PERMANENT SEEDING MIX PER 9• ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION LANDSCAPE ARCHITECT MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED. J. REMUS TERRASEEDED ECOBLANKET OR APPROVED EQUAL SHALL BE USED FOR PLACEMENT OF PERMANENT 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER -TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEEDING. SEDIMENT -LADEN WATER. 4. SLOPES TO RECEIVE PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE TRACK -WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED STORM WATER SYSTEM (MINIMUM 50 FEET AWAY FROM STORM FACILITY, NATURAL RESOURCE PROTECTION AREA OR STORM WATER DISCHARGE POINT. IF BEDDING AND REDUCES RUN-OFF VELOCITY. INCLUDE A TACKIFIER OR BONDING AGENT TO HYDROSEED. THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS 5. ALL SLOPES GREATER THAN 3:1 SHALL BE COVERED WITH A MEDIUM -DENSITY CEO -JUTE MAT UNTIL OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT VEGETATION IS ESTABLISHED. REACHED 50% OF THE CAPACITY. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF IN TO THE STORM WATER SYSTEM. 14. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. VICINITY MAP NOT TO SCALE LAND AND DRAINAGE ALTERATION PROGRAM (LDAP) NOTES 1. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION WITH LDAP STAFF IS REQUIRED. ISSUANCE OF THIS PLAN DOES NOT RELIEVE THE PERMIT HOLDER AND OR THE CONTRACTOR FROM ALL OTHER PERMITTING REQUIREMENTS. PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY APPROVALS SHALL BE OBTAINED. 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DOES NOT LEAVE THE SITE. 3. THE IMPLEMENTATION OF THE ESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT HOLDER AND OR THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED AND VEGETATION / LANDSCAPING IS ESTABLISHED. 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE PERMIT HOLDER AND OR THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 5. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE INSPECTED AND MAINTAINED DAILY AND WITHIN THE 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. MEASURES SHALL BE INSPECTED BY THE PERMIT HOLDER AND OR THE CONTRACTOR AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS OR ADJUSTMENTS SHALL BE MADE IMMEDATELY. THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SITES SHALL BE INSPECTED A MINIMUM OF ONCE EVERY TWO (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT RE -VEGETATION HAS BEEN STABILIZED. ANY MEASURE THAT IS DAMAGED OR DESTROYED SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH AN APPROVED ESC METHOD (SEEDING & MULCHING WITH STRAW, BARK, COMPOST, OR PLASTIC COVERING, ECT). 8. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE CITY INSPECTOR TO INSURE PUBLIC RIGHT-OFWAYS ARE KEPT CLEAN AND FREE OF DEBRIS. STREET FLUSHING IS PROHIBITED. 9. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER -TIGHT TRUCKS SHALL BE USED OR LOADS SHALL BE DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE THAN ONE GALLON PER HOUR. SEDIMENT LADEN WATER WILL NOT BE ALLOWED TO ENTER THE STORM WATER SYSTEM. 10. EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF IN A SUITABLE MANNER WITHOUT DAMAGE TO ADJACENT PROPERTY, CVS STORM WATER SYSTEM, WATER FEATURES, AND RELATED NATURAL RESOURCES. APPROVAL OF A DEWATERING SYSTEM DOES NOT GUARANTEE THAT IT WILL MEET COMPLANCE OR BE ACCEPTABLE FOR USE IN ALL SITUATIONS. MODIFICATIONS TO THE DEWATERING SYSTEM WILL BE REQUIRED IF COMPLANCE CAN NOT BE MET. AT NO TIME WILL SEDIMENT LADEN WATER BE ALLOWED TO LEAVE THE CONSTRUCTION SITE. 11. A SUPPLY OF MATERALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENT THE LDAP OR OTHER BEST MANAGEMENT EROSION PRACTICES UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL 77MES ON THE CONSTRUCTION SITE. 12. NO HAZARDOUS SUBSTANCES, SUCH AS PAINT, THINNERS, FUELS, AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE SITE ADJACENT PROPERTIES, OR INTO WATER FEATURES, THE CfIY'S STORM WATER SYSTEM, OR RELATED RESOURCES. 13. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNC770NING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30). SITE DATA DESIGN TEAM PROPERTY DESCRIPTION TAX MAP: 17-03-24-44 TAX LOTS: 2300 & 1500 PROJECT LOCATION NO PHYSICAL ADDRESS ASSOCIATED. SPRINGFIELD LATITUDE = 44.070213 LONGITUDE = -122.988984 SITE TABULATIONS PROJECT SITE = 5.81 ACRES TOTAL AREA OF DISTURBANCE = 2.5 ACRES OWNER/APPLICANT WILLAMALANE PARKS AND RECRFA77ON DISTRICT CONTACT. SIMON DAWS 250 SOUTH 32nd STREET SPRINGFIELD, OR 97478 PHONE. (541) 736-4049 EMAIL: simond®willamalane.org CIVIL ENGINEER/SURVEYOR BRANCH ENGINEERING, INC. CONTACT.. LANE BRANCH, P.E. 310 5TH STREET SPRINGFIELD, OR 97477 PHONE (541) 746-0637 E-MAIL loneb®bmnchengineenng.com SHEET INDEX ECI EROSION CONTROL NOTES EC2 LAND DRAINAGE PLAN EC3 EROSION CONTROL DETAILS This Aocoment o d the intonation contained hems may not be cooled w reproduced wxhwt vprns rrnten p.W. of M9lorwlme Pork and Rewwtbn Diens. Unwthoro-ed di. l... be w.wcdon pmh1W by ow right low. I REVISIONS I U) r-- E Ir \N 0 O m L Q C F Q �/W �/) 0 0 rn7i' r' LJ O Z O L. rteeO 0 U C O C0 O L- w W INEERING civil • transportati structural• geotechni SURVEYING / 2 /"4 #52996 "PN -t::3 DIGITALLY SIGNED _OREGON 2 i Noo \\V �aRUARY M, tigF� LANE e� Drawn by. MD Date: 10.7.21 Scale:AS SHOWN SHEET NO: EC1 SITE (EAST) 2 0 CD Lf ) d O CD r7 CV C/) O J i< Q A TAX LOT 2200 TAX MAP 17032444 7% E - lam S mill All lip mel �y ..� : �♦ ��• :dim IT 9001 TAX LOT 17032444 — "— LOT LOO —WPT -WPT — =T,�=_- wAT — TAX MAP 1703212.^T EROSION CONTROL NOTES V NOT USED. O INSTALL CATCH BASIN INSERT AND BIO -BAGS PER DETAIL 5&7/EC3. O3 INSTALL ORANGE CONSTRUCTION FENCE PER DETAIL 4/EC3. ® CONSTRUCT SILT FENCE OR BARK BERM FENCE PER DETAIL 3&8/ECJ. OCONSTRUCT CONCRETE WASHOUT AREA PER DETAIL 6/EC3. ACTUAL LOCATION TO BE DETERMINED AS SITE CONDITIONS WARRANT. 0 SUGGESTED LOCATION FOR STOCKPILING AREA. FINAL LOCATION TO BE SELECTED BY CONTRACTOR & APPROVED BY OWNER. O7 SUGGESTED LOCATION FOR STAGING AREA. FINAL LOCATION TO BE SELECTED BY CONTRACTOR & APPROVED BY OWNER. O ENTRANCE/EXIT FOR VEHICLES ACCESSING SITE PER DETAIL i/EC3. GENERAL NOTES: 1. ALL EXISTING TREES IN OR NEAR CONSTRUCTION AREA TO BE PROTECTED WITH ORANGE CONSTRUCTION FENCE INSTALLED PER DETAIL 4/ECJ 2. AREA OF DISTURBANCE - APPROXIMATELY 39,500 SF (0.9 ACRES) 3. CONSTRUCTION VEHICLE ACCESS VIA OTTO ST 4. 100 YEAR FLOODPLAIN IS OUTSIDE ZONE OF INTEREST SOIL TYPES: ACCORDING TO THE USDA NATURAL RESOURCES CONSERVATION SERVICES WEB SOIL SURVEY, THE SITE SOIL IS MAPPED AS THE SALEM -URBAN LAND COMPLEX (NATIONAL MAP UNIT SYMBOL 2341) AND OXLEY-URBAN LAND COMPLEX (NATIONAL MAP UNIT SYMBOL 2339). LEGEND: — — LIMITS OF DISTURBANCE —x --K— ORANGE CONSTRUCTION FENCING 0— SILT FENCE OR BARK BERM _499— DOSING CONTOUR 00 BIO -BAG SEDIMENT BARRIER PROPOSED HEAVY DUTY CATCH BASIN INSERT C:asg.4o PROPOSED ELEVATION �_���-- o-1 —WPTVAT" - - WAT — —WAT— WAT— - - —WAT— �j Erosion Control Plan ?° 60 V HORIZONTAL SCALE I' = 30'-0' LEGEND x " — WAT VAT — o AT M— �.�—WAT — WPT E — — —wPT- -VAT—- 1G VAT � — — _ — wAT — OPMENr — V"T_ — FUTURE DEVEL — —WPT— Try STREET (FUTURE DEVELOPMENT) TAX MAP 1702 HA Lv 1 uu� , 17021933 TAX LOT 900 (11 PROPOSED LIGHT DUTY i ull TAX MAP 17021933 EXISTING TREES TO REMAIN i PROPOSED HEAVY DUTY CONCRETE SIDEWALKS PROPOSED DECIDUOUS NEW PLAYGROUND AREA •�,•..• ::brt1. :)PX L i 11a9c,n EXISTING NON -IRRIGATED .'SAX' MAP a7:(iz GRASS AREAS RETAINED TREES _ AREAS. SEE LANDSCAPE PLANS • • • • • • • • • • • 466 • • • • PROPOSED SHRUB PLANTERS. •4 .• SEE LANDSCAPE PLANS Ctt nX 7oA9a3::::::: PROPOSED CONTOURS AT 1' INTERVAL EXISTING CONTOURS AT 1' INTERVAL h VPS �E VAT, !`r._' .3•I �:M1'AT —WP= -V— — �`—WPT BID ALTERNATE /2: NEW 6' HEIGHT • CHAIN LINK FENCE \E VAT - -WPTVAT - VAT - 1 nT _ T— �_���-- o-1 —WPTVAT" - - WAT — —WAT— WAT— - - —WAT— �j Erosion Control Plan ?° 60 V HORIZONTAL SCALE I' = 30'-0' LEGEND x " — WAT VAT — o AT M— �.�—WAT — WPT E — — —wPT- -VAT—- 1G VAT � — — _ — wAT — OPMENr — V"T_ — FUTURE DEVEL — —WPT— Try STREET (FUTURE DEVELOPMENT) - WAT - MIM LRE SITE (WEST) TAX LOT 1300 TAX MAP 17 02 19CC AX LOT 1000 - TAX TAX Ld TAX MAP 17021933 TAX MAP 17021933 TAX MAP . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . PT— _ . .. TAX MAP —WAT— .:•• UG • —WPT —V re EL CTR_CA�BARD '_ VAT — _ — —WPT— WPT — — FUTURE DEVELOPI&FNT u EXISTING BUILDING PROPOSED LIGHT DUTY I TTP CONCRETE SIDEWALKS EXISTING TREES TO REMAIN 135-1. PROPOSED HEAVY DUTY CONCRETE SIDEWALKS PROPOSED DECIDUOUS NEW PLAYGROUND AREA TREES SAFETY SURFACE. EXISTING NON -IRRIGATED PROPOSED CONIFEROUS GRASS AREAS RETAINED TREES PROPOSED SEEDED/IRRIGATED LAWN AREAS. SEE LANDSCAPE PLANS PROPOSED SHRUB PLANTERS. SEE LANDSCAPE PLANS PROPOSED GRAVEL PATHS PROPOSED CONTOURS AT 1' INTERVAL EXISTING CONTOURS AT 1' INTERVAL IRRIGATION SLEEVES WITH SIZE. SEE IRRIGATION PLANS. BID ALTERNATE /2: NEW 6' HEIGHT CHAIN LINK FENCE - WAT - MIM LRE SITE (WEST) TAX LOT 1300 TAX MAP 17 02 19CC AX LOT 1000 - TAX TAX Ld TAX MAP 17021933 TAX MAP 17021933 TAX MAP . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . PT— _ . .. TAX MAP —WAT— .:•• UG • —WPT —V re EL CTR_CA�BARD '_ VAT — _ — —WPT— WPT — — FUTURE DEVELOPI&FNT u I3I It III �I This document and the inlomalion contaMel hemb moy not be aaplM o re,tducW efthout exprees nnten permblm of Mwonolme Pok and Rewwtbn olsMot. Ilnauthortred dlclawn ar smebuatbn use m pmANbed by ow fight Iw. REVISIONS i Cz ^L W nN 0– �E Ir N 0 O m L E ^,Q W U) 0 0 n 0 C U 0 0 L.W INEERINO civil • transportati III structural • geotechni — SURVEYING aL c / 2 /"4 #52996 R'\ r DIGITALLY SIGNED OREGON 2 �BROARY M, tigF� LANE e� Drawn by. MD Date: 10.7.21 Scale: AS SHOWN SHEET NO: EC2 I TTP 30' 135-1. I3I It III �I This document and the inlomalion contaMel hemb moy not be aaplM o re,tducW efthout exprees nnten permblm of Mwonolme Pok and Rewwtbn olsMot. Ilnauthortred dlclawn ar smebuatbn use m pmANbed by ow fight Iw. REVISIONS i Cz ^L W nN 0– �E Ir N 0 O m L E ^,Q W U) 0 0 n 0 C U 0 0 L.W INEERINO civil • transportati III structural • geotechni — SURVEYING aL c / 2 /"4 #52996 R'\ r DIGITALLY SIGNED OREGON 2 �BROARY M, tigF� LANE e� Drawn by. MD Date: 10.7.21 Scale: AS SHOWN SHEET NO: EC2 This ikx o`mt and the inlomatim mntnbed hemb n,, not be ,IW m re,e.uhJ efthmt expreu rMtm p.W. of 1411 Path, and R tbn LAND AND DRAINAGE ALTERATION PROGRAM (LDAP) GENERAL NOTES EXTRA STRENGTH FILTER FABRIC )II NEEDED IWTHOUT W/RE MESH SUPPORT unmtholtrm almbmle ., omewotho ey �. e pmh1W by om dght I. 1. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION WITH LDAP STAFF IS REQUIRED. ISSUANCE OF THIS STEEL OR REVISIONS PLAN DOES NOT RELIEVE THE PERMIT HOLDER AND OR THE CONTRACTOR FROM ALL OTHER PERMITTING REQUIREMENTS. WOOD POST PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY APPROVALS SHALL BE OBTAINED. DIVERS/ON RIDGE REQUIRED ATTACH FILTER FABRIC 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN ARE THE MINIMUM REQUIREMENTS FOR WHERE GRADE EXCEEDS 2R" 2 X OR GREATER SECURELY TO UPSTREAM SIDE OF POST ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED �� FOR UNEXPECTED STORM EVENTS AND 7O ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DOES NOT LEAVE THE SITE. ROADWAY \ /\\ \ - //✓ /G//ice FLOV �� J. THE IMPLEMENTATION OF THE ,SCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT,AND UPGRADING THE \�\\//\//i//// EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMITTHOLDER AND OR THE CONTRACTOR F4 TER FABRIC VEHICLE VEHICLE UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED AND VEGETATION / LANDSCAPING IS ESTABLISHED. SECTION A - A EXIT ENTRY 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD BY THE /VOTE' / SLOPE TO DRAIN BACK TO 12" 12" WASH (trp.) \ 10' 3m) MAX/MUM SPACING WITH / /\ \//\� T o" mPPORT FENCE ENGINEER PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED STRAW BALES SANDBAGS SPILLWAY USE SANDBAGS STRAW SALES OR 077ER APPROVED METHODS ,� /,/\ 6 (LBm) MAX/MUM SPACING WITHOUT CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE PERMIT HOLDER AND OR THE OR CONTINUOUS BERM OF TO CFLWNEL/ZE RUNOFF TO W/ E SU R h PORT FENCE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. EOU/VALENT HEIGHT BASIN AS REQUIRED. 5. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE INSPECTED AND MAINTAINED DAILY AND SUPPLY WATER TO WASH a IMPERVIOUS RUN OUT AREA;F o vJ WITHIN THE 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. WHEELS IF NECESSARY GRADE TO DRAIN TO WASH STEEL OR WOOD POST 36" (1m) HIGH MAX. �� MEASURES SHALL BE INSPECTED BY THE PERMIT HOLDER AND OR THE CONTRACTOR AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS OR ADJUSTMENTS SHALL BE MADE IMMEDIATELY. THE EROSION ANDSEDIMENT CONTROL MEASURES ON INACTIVE SITES SHALL BE INSPECTED A MINIMUM OF ONCE EVERY TWO POND/NG HEIGHT POND/NG HEIGHT ^, (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. q o b� °0 W i l6F �I W (20--) fi. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL N PROTECTED FROM DAMAGE M ALL TIMES. CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT RE -VEGETATION HAS BEEN STABILIZED. ANY MEASURE THAT IS DAMAGED OR 0 M1 Pf.Ow _� / ��_ pip / 50' min. 8' 10' 16' (min.) 12' FLOW MIN. DR411V ROCK t � � � O DESTROYED SHALL BE REPAIRED OR REPLACED IMMEDIATELY. ~ 9" AJAX. a o- _PLAN S7(ORAGE) B' (20011) \ 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS ' • e /50-7511) . .77 . DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) SHALL BE IMMEDL47ELY STABILIZED WITH AN APPROVED ESC METHOD (SEEDING & MULCHING WITH STRAW, BARK, A A 2"-3" COURSE AGGREGATE ° 0' ,WIN. PROVIDE WATER Si \�//\`�\/ COMPOST, OR PLASTIC COVERING, ECL). MIN. 6' 150mm THICK ( ) OmIRAE�LON OF gNOPMAINTAIN `" 12' MIN \\\ \,\� 12" M/N. i CL ° ° ° ° ° ° O 12" 0 OF WATER AT ALL N N (30011) /\\�\" 8. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE CITY INSPECTOR TO INSURE PUBLIC RIGHT-OFWAYS ARE KEPT CLEAN FREE OF DEBRIS. STREET FLUSHING IS PROHIBITED. ° TIMES. 1 iJ- /i �\ AND 1% rod 4x6" (100 X 150mm) TRENCH 1W7H COMPACTED 9. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WO TRUCKS SHALL BE USED LOADS SHALL BE DIVERSION RIDGE -.. ,. ` - ..':. •"=F :-' r^= BACKFILL ^^,, y-) THAN . DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE THAN ONE GALLON PER HOUR. SEDIMENT LADEN DR MORE TRENCH DEfAH. INSTALLATION 1lITHOUT TRENCHING WATER WILL NOT BE ALLOWED TO ENTER THE STORM WATER SYSTEM. 10, EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF IN A SUITABLE MANNER WITHOUT 00' MIN. PLAN CONCRETE a{'5 BARS 11" O.C. BOTH NOTES: r /l �O v J y - DAMAGE TO ADJACENT PROPERTY, CITYS STORM WATER SYSTEM, WATER FEATURES, AND RELATED NATURAL RESOURCES. 12" AGGREGATE WAYS 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO w m 0 APPROVAL OF A DEWATERING SYSTEM DOES NOT GUARANTEE THAT IT WILL MEET COMPLIANCE OR BE ACCEPTABLE FOR NOTES: SUBGRADE MAXIMIZE PONDING EFFICIENCY. z USE ALL SITUATIONS. MODIFICATIONS TO THE DEWATERING SYSTEM WILL REQUIRED IF COMPLIANCE CAN NOT BE MET. 1. THE ENTRANCE SHALL BE MAINTAINED /N A CONDITION THAT WILL PREVENT GE07EX77LE AT NOO N TIME WILL SEDIMENT LADEN WATER BE ALLOWED LEAVE THE CONSTRUCTION SITE ST TRACK/NG OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT -CF -WAYS THIS MAY 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT w REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED AND AND REMOVE SEDIMENT WHEN NECESSARY. 9" (22511) 'o 11. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENT THE LDAP OR OTHER BEST MANAGEMENT TO 7PAP SEDIMENT MAXIMUM RECOMMENDED STORAGE HEIGHT. Of EROSION PRACTICES UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE. 2. WHEN NECESSARY, WHEELS SHALL BE 12. NO HAZARDOUS SUBSTANCES, SUCH AS PAINT, THINNERS FUELS, AND 07HER CHEMICALS SHALL BE RELEASED ONTO THE CLEANED PR/OR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY PER DETAIL 2/ECJ 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN SITE, ADJACENT PROPERTIES, OR INTO WATER FEATURES, THE CITY'S STORM WATER SYSTEM, OR RELATED RESOURCES. J. WHEN WASHING /S REQUIRED, /T SHALL BE BE PERMANENTLY STABILIZED. DONE ON AN AREA STABILIZED W/7H CRUSHED 13. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BS/N. FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30). ''^^ V! .00 tr ^` W O TEMDPORARY GRAVEL CONSTRUCTION ENTRANCE/EXrr O WHEEL WASH O SEDIMENT FENCE SCALE. TO SCALE SCALE. NOT SCALE SCALE. NOT TO LEO L y-er A PROWDE 18' X 24" SIGN. 29' 29 - 24 GRAVEL FILLED SANDBAGS DESIGNATED ' ` OR 8161CONCRETE ARE STACKED TIGHTLY WRAP STRAW LiALE5 WITH WASH AREA 10 M/L BUCK VISOUEEN. BARK MULCH V 48" HIGH DENSITY ORANGE \ 87TH SOIL BERM :�1trA-_ I rF POLYETHELENE SAFETY FENCE O y W A > 1� '. EX/STING O g " �,R�Y'1 ,V,",h GROUND "'^ POSTS: 72" T -POST DRIVEN 20" POMADE 6 STRAW B4(E5 �`I.'(ez.y' ` 1�\ I \ _ MIN. BELOW GRADE AREA DRAIN TO MAKE SQUARE CONTAINMENT AREA. \ /\ � y �\ /\ /\ �\ /� O WIRE OR ZIP TIES TO SECURE 11 -SAFETY NOTES FENCE TO POST w 1. PUCE BARK BERM AROUND LlM/75 OF WORK. FINISHED GRADE 2 BARK BERM SHALL BE PLACED ON SLOPE ~ CONTOURS TO MAXIMIZE POND/NG EFFICIENCY. W 3 INSPECT AND REPAIR BERM AFTER EACH S70RM i nuy EVENT AND REMOVE SEDIMENT WHEN NECESSARY. N 4. REMOVED SED/MENT SHALL BE DEPOS17ED 70 AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENRY STABIL/ZED. 00. CD A PLAN VIEW O CONCRETE WASH AREA 6 8 BARK BERM O Eanic 'N�G IN E E R I N G since 19 SCALE NOT To SCAT SCALE NOT TO SCALE POND/NG HEIGHT ci Vi • tfdnSpOftdtl0 NOTES: structural • geotechnica O 1. ALL SENSITIVE AREAS SHALL BE PROTECTED AS PER PLAN. SPILLWAY S U R V E Y I N G C) 2. ALL TREES IN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE n7 PRESERVED AND PROTECTED WITH HIGH VISIBILITY FENCE AS PER PLAN. CV J. WHEN PRACTICABLE, INSTALL HIGH VISIBILITY 3 FEET OUTSIDE OF THE DRIP LINE OF THE TREE. 4. SAFETY FENCE SHALL BE FASTENED SECURELY TO THE POSTS.'• wi lamalan �k 5. THE FENCING MUST REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION; ANY CHANGE OF THE PROTECTIVE FENCING MUST BE APPROVED. \ \\�\\/� \� \\\\ \� ///Y/ AREA //\/ Park and Recreation District (n DRAIN\/�\! 6. THE CRITICAL ROOT ZONE (CRZ) FOR TREES 4" DIAMETER OR SMALLER SHALL BE AN AREA WITHIN A Grate C) RADIUS OF AT LEAST 5' FROM THE TRUNK. \ \ \ \ Flo Flow RED PROF "\F, F,p�, J 7. THE CRZ FOR TREES OVER 4" DIAMETER SHALL BE AN AREA WITH A RADIUS OF AT LEAST 1'-6" FROM ''/j\\ SECTION A - A //5 Reba /j5 Rebar SVC THE THE TRUNK FOR EVERY 1" OF DIAMETER SIZE. \\ \ Sewn 6sl �-'�' -Sewn 6" 7Soverlap#529911 X 8. NO SOIL GRADE CHANGES OR COMPACTION SHALL TAKE PLACE WITHIN THE CRZ, EXCEPT AS APPROVED. over �' Q 9. NO STORAGE OF MATERIAL SHALL BE ALLOWED WITHIN THE CRZ. 1- 10. IF WORK IS TO BE DONE WITHIN THE CRZ, CARE MUST BE TAKEN TO MINIMIZE ROOT DISTURBANCE 1. SANDBAGS; OF EITHER BURLAP OR WOVEN: F EITHERBURLAPR W DIGITALLY SIGNED SPEECIAL CARE SHALL BE TAKEN DURING EXCAVATION AND REMOVAL OF EXISTING CURB, GUTTER, AND SIDEWALKS TO DAMAGE TO TREE ROOTS. EXISTING TREE ROOTS TOOLS OR SANDBAG!, ARE "� OREGON $ AVOID LOCATE USING HAND OTHER APPROVED METHODS SUCH AS AN AIRSPA IE GRAVEL OR BARK CH/PS, LAYERED AND Geotextile insert '•, Filtered ti e" a,t 11 NG IS (RED WHEN THE IS TIR E CRZ, EXCEPT WHERE PARTS OTHE PACKED 77GHTLY. Water y qF< 0�P OPROTECTIVE C Z ISCOVEREDBY PAVEMENT, SUCHWORK AS WALKS OR S 2 LEAVE ONE SANDBAG GAP IN THE TOP LANE � 12. NO ROOTS OVER 2" SHALL BE CUT WITHOUT APPROVAL. APPROVED R007S SHALL BE CUT WITH ROW TO POMADE A SPILLWAY FOR OVERFLOW. PREFABRICATED FILTER INSERT APPROVED SAWS. NO ROOT OVER 2" SHALL BE CUT OR TORN DURING TRENCHING WITH POWER I EQUIPMENT SUCH AS HACKHOES AND TRENCHERS. UTILITY LINES AND IRRIGATION OR OTHER PIPES TYPE 3 I SHALL BE INSTALLED BY HAND DIGGING OR TUNNELING UNDER ROOTS, AS NECESSARY, TO AVOID Drawn by. MD C CUTTING ROOTS 2" AND LARGER. Date: 10.7.21 Scale: AS SHOWN SHEET NO: Q X O ORANGE CONSTRUCTION FENCING +TREE PROTECTION O AREA DRAIN SEDIMENT BARRIER 7 CATCH BASIN INLET INSERT E C 3 SCALE: NOT TO SCALE Q SCALE: NOT TO SCALE SCALE NOT TO SCALE � Legend Landscape Notes A. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR EXISTING NON—IRRIGATED GRASS AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. AREAS RETAINED B. VERIFY LOCATIONS OF EXISTING AND PROPOSED UNDERGROUND UTILITIES PRIOR TO PROPOSED SEEDED/IRRIGATED EXCAVATION. ANY DAMAGE TO UNDERGROUND UTILITIES TO BE REPAIRED AT LAWN AREAS. CONTRACTOR'S EXPENSE. PROPOSED PLANTERS. SHRUB C. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT WITHIN THE DRIP UNE OF EXISTING TREES. SEE TREE PROTECTION SPECIFICATIONS FOR FURTHER INFORMATION. CONTRACTOR SHALL REPLACE ANY TREES, SHRUBS OR LAWN DAMAGED AS A RESULT 466 PROPOSED CONTOURS AT V INTERVAL OF CONSTRUCTION OPERATIONS. I I D. NEW TREE AND SHRUB PLANTING. SEE DETAILS SHEET 11.50. 462 EXISTING CONTOURS AT 1' INTERVAL E. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS IRRIGATION SLEEVES WITH SIZE. FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND �s SEESEE IRRIGATION PLANS. HEALTHY CONDITION. I I PROPOSED LANDSCAPE BOULDERS. F. ALL NEW PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF BARK i7 MULCH. SEE SPECIFICATIONS. G. ALL PLANT MATERIAL, INCLUDING SEEDED AREAS, SHALL BE GUARANTEED FOR A EXISTING TREES TO REMAIN PERIOD OF ONE YEAR BEGINNING AT THE DATE OF FINAL ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. SaD PROPOSED DECIDUOUS H. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN TREES ACCORDANCE WITH SITE GRADING PLAN. LANDSCAPE BERMS MAY BE CONSTRUCTED FROM TOPSOIL STRIPPED FROM SITE OR IMPORTED TOPSOIL PER SPECIFICATIONS. PROPOSED CONIFEROUS I. STRIP EXISTING VEGETATION/ROOTS FROM AREAS TO RECEIVE NEW SEEDED LAWN AND TREES REMOVE OFF SITE. PLACE TOPSOIL AS REQUIRED TO BE r BELOW TOP OF ADJACENT SIDEWALK/CONCRETE. RE—SEED PER SPECIFICATIONS. 2—QP� PLANT QUANTITY BOL AND J. THE CONTRACTOR IS TO SEED AREAS IMPACTED BY NEW CONSTRUCTION INCLUDING AT \ \ THE EDGE OF ALL NEW PAVING/CURBS WHERE EXISTING GRASS IS DAMAGED DURING CONSTRUCTION OR CHANGES IN GRADE OCCUR, AND IN ALL AREAS DAMAGED AS A RESULT OF EQUIPMENT OPERATION. WHERE NEW LAWN ABUTS EXISTING, PROVIDE A SMOOTH TRANSITION. REFER TO SPECIFICATION SECTION 329200 FOR ADDITIONAL — — — — — — — — — — — — — — _ \ _ !�N\ INFORMATION. FERTILIZE ALL TREES AND SHRUBS 'NTH PLANTING TABLETS PER SPECIFICATIONS. 1 AM2 3 -TIS . w `.`♦1 -FA.` 1. . 2-PPQC , ` ' .. ._www'_ •. .. , 7 -RNC.. _ W..— W 1—AM2.. 64 '. 1—AM2 ` ♦1—AM2 " ... 1` CC :.._TM 1—PP. 1—QP ° g • %,S 3—AB (E (E)w� ♦ \ (E)wi E)w — — — — — — — — — — Landscape - West HORIZONTAL r .r 1—PCA Planting Legend: QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. L ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18" OF TOPSOIL, LAWN AREAS A MINIMUM OF 12" OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE. M. EXISTING TOPSOIL MAY BE USED IN NEW PLANTER BEDS. SEE SPECIFICATION SECTION 329300 FOR INFORMATION ON PLANTER BED PREPARATION, SOIL AMENDMENTS AND FERTILIZER.. N. AS REQUIRED, PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER UTTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. PH OF IMPORTED TOPSOIL SHALL BE 5.5 TO 7.0. 0. OBTAIN WEED FREE TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL—DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. P. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCYS FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECTS REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. ACIDITY/ALKALINITY RANGE — PH. 5.5 TO 7.6. Q. INSTALL GRASSY SWALES PER DETAIL ON SHEET C4.00. CONTRACTOR TO REMOVE COMPACTED AND DISTURBED SOILS TO A DEPTH OF 12' AND SCARIFY THE SUBGRADE SURFACE PRIOR TO PLACEMENT OF GROWING MEDIUM FOR VEGETATED STORMWATER SYSTEMS. SEED MIX TO BE FUTURA 3000 PERENNIAL RYEGRASS BLEND, OR EQUAL GROWING MEDIUM TO BE GROWING MEDIUM FOR FILTER STRIPS PER 2014 CITY OF EUGENE STORMWATER MANAGEMENT MANUAL. SEE SPECIFICATION SECTIONS 329200 AND 329300 FOR ADDITIONAL INFORMATION. R. CONTRACTOR TO INSTALL BOULDERS IN LOCATIONS SHOWN. BOULDERS PROVIDED BY WILLAMALANE. SEE DETAIL 6/L1.50. COORDINATE WITH INSTALLER OF BIKE SKILLS COURSE REGARDING BOULDER INSTALLATION AT THAT LOCATION. S. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. T. REFER TO SPECIFICATIONS FOR FULL DETAILS OF LANDSCAPE INSTALLATION. 3—TINY 3—TINY Q ' 3—SJN 3—SJN 1—GTS 1—GTS 7—PAH — iJ.� 3r RNA —k6" 1—FP se- KEY sees COMMON NAME SIZE MATURE SIZE DECIDUOUS TREES 85'x 25'w ss, KEY BOTANICAL NAME COMMON NAME SIZE MATURE SIZE DECIDUOUS TREES 85'x 25'w AB Acerx freemanu Autumn Blaze Maple 2" cal. B&B 50'x 40'w AM Acer macrophyllum Big Leaf Maple 10 gal. 60' x 50'w AM2 Acer macrophyllum Big Leaf Maple 2" cal. B&B 60' x 50'w FA Fminus americana'Autumn Purple' Autumn Purple White Ash 2" cal. B&B 50' x 30'w FP Frmcinus pennsylvanica'Patmore' Patmore Green Ash 2" cal. B&B 50'x 40'w GTS Gleditsia triacanthos inermis'Skyline Skyline Honey Locust 2" cal. B&B 45'x 35'w QC Quercus coccinea Scarlet Oak 2" cal. B&B 70'x 45'w QP Quercus palustris Pin Oak 2" cal. B&B 75'x 40'w ORNAMENTAL FLOWERING TREES 2'x 2'w CC Cercis canadensis Eastern Redbud 2 -cal B&B 25'x 30'w PCA Pyms calleryana'Anstocrat' Anstocrat Flowering Pear 2" cal. B&B 35'x 20'w I] )w� YI' yr CCCZ G CONIFEROUS TREES PP Pinus ponderosa Ponderosa Pine 6'-7' 85'x 25'w PM Pseudotsugamenziessi Douglas Hr 16 gal. 100ox40'w TH Tanga hetemphylla Western Hemlock W-7' 60'x 25'w SHRUBS, PERENNIALS & GRASSES AC Acerciminatum Vine Maple 5 gal. 15'x 2(Pw CAO Calamagmstis x acu[iflora 'Overdam �I 2 gal. 5'x 2'w HES Helictolrlchon sempervirens Blue Oat Grass 1gal. 2'x 2'w HS Hemerocallis 'Stellad'Oro' Stella d'Om Daylily 1gal. 2'x2'w MA Mahone aquifolium Oregon Grape 2gal. 10'x5'w PAH Pennisetum alopecumides'l ln' Dwarf Fountain Grass 2 gal. 2'x 2'w PL Philadelphus Lewisii Mock Orange 3gal. `V RGL Rhus aromatica'grow4ow' Grow -low Fragrant Sumac 2 gal. 3'x 6'w RNC Rosa x'Noala' Coral Hower Carpet Rose 2 gal. 2'x 3w RNY Rosax'Noalma' Yellow Flower Carpet Rose 2gal. 2'x 3w RS Ribes sanguineum Red Flowering Currant 3gal. 10'x5'w SJN Spireajaponica'Neon Hash' Neon Flash Spima 2 gal. 3'x 3'w VO Vacceinium ovatum Evergreen Hueldebeny 2 gal. 4'x 6'w �_,"'-• . I. .`I`. a . T ' � ♦�a o• ..`I` '3—PP,' I )w� YI' yr CCCZ G CONIFEROUS TREES PP Pinus ponderosa Ponderosa Pine 6'-7' 85'x 25'w PM Pseudotsugamenziessi Douglas Hr 16 gal. 100ox40'w TH Tanga hetemphylla Western Hemlock W-7' 60'x 25'w SHRUBS, PERENNIALS & GRASSES AC Acerciminatum Vine Maple 5 gal. 15'x 2(Pw CAO Calamagmstis x acu[iflora 'Overdam Overdam Feather Reed Grass 2 gal. 5'x 2'w HES Helictolrlchon sempervirens Blue Oat Grass 1gal. 2'x 2'w HS Hemerocallis 'Stellad'Oro' Stella d'Om Daylily 1gal. 2'x2'w MA Mahone aquifolium Oregon Grape 2gal. 10'x5'w PAH Pennisetum alopecumides'l ln' Dwarf Fountain Grass 2 gal. 2'x 2'w PL Philadelphus Lewisii Mock Orange 3gal. 8'x 8'w RGL Rhus aromatica'grow4ow' Grow -low Fragrant Sumac 2 gal. 3'x 6'w RNC Rosa x'Noala' Coral Hower Carpet Rose 2 gal. 2'x 3w RNY Rosax'Noalma' Yellow Flower Carpet Rose 2gal. 2'x 3w RS Ribes sanguineum Red Flowering Currant 3gal. 10'x5'w SJN Spireajaponica'Neon Hash' Neon Flash Spima 2 gal. 3'x 3'w VO Vacceinium ovatum Evergreen Hueldebeny 2 gal. 4'x 6'w REVISIONS O 1 - CL Q E S c .Q CO Q) CO O O 8 r, Simon Daws OREGON L) 02/04/20 5 L4C+ C9PE ARCS~ Drawn by. SPD Date: 10.11 .21 Scale:AS SHOWN SHEET NO: L1.00 I IJ I I� I cz . . . . . . . . . . . . . . . . . . . . .-„-,�m,�m,� • . . - ffi . . W BOTANICAL NAME _F ........ SIZE MATURE SIZE DECIDUOUS TREES 85'x 25'w . Acerx treeni d 2" cal. B&B 50'x 40'w AM Acermacrophyllum Big Leaf Maple 10 gal. 60' x 50'w AM2 Acer macrophyllum _ -. 2" cal. B&B . FA Fraxinus amencana'Autumn Purple' Autumn Purple Mile Ash 2" cal. B&B 50'x 30'w FP Fracinus pennsylvanica'Patmore' Patmore Green Ash 2" cal. B&B 50' x 40'w GTS Gledi[sia Fiacanthos inermis'Skyline' Skyline Honey Locust I. 45'x 35'w QC Quercus coccinea Scarlet Oak 2" cal. B&B 70'x 45'w OP �- •• 2" cal. B&B 75'x 40'w 3 -PL 2'x 2'w CC 2 -AM Eastern Berl 4 -AC 1 -PM 25'x 30'w 3 -PL 3 -FL Aristocrat Flowering Pear 2" cal. B&B o-rm 3 -PL .f. Rosa x'Noala' Corel Hower Carpet Rose 2 gal. 2'x 3w RNY Rosax'Noalesa' . 2gal. EW RS Ribes sanguineum Red Flowering Currant 3 gal. 10' x 5'w SIN Spireajaponica'Neon Hash' Neon Flash Spima 2 gal. 3'x 3w VO Vacccinium ovatum Evergreen Huckleberry 2 gal. 4'x 6'w .. W. _.. . . . . . 3 VO r. . . . . . 5 RS 44 —(E)W—(EW RS . . . . . . . - . . . . . . .(E)\N_ E)W_ 3 VO .3. , ..:. . . - E)W - + WH(E)W—(E)W . I. . _(E)W_ -i. . . . . .... . . . . . . n . . . . . . . . . . . . . . . . . . . . .-„-,�m,�m,� • . . - ffi . . W Landscape Plan - East 6 V HORIZONTAL SCALE: 1” = 30'-0° Legend EXISTING NON -IRRIGATED GRASS AREAS RETAINED PROPOSED SEEDED/IRRIGATED LAWN AREAS. Q•[�® PROPOSED SHRUB PLANTERS. 466 PROPOSED CONTOURS AT 1' INTERVAL EXISTING CONTOURS AT 1' INTERVAL IRRIGATION SLEEVES WITH SIZE. SEE IRRIGATION PLANS. ..}} PROPOSED LANDSCAPE BOULDERS. �7 SEE NOTES. EXISTING TREES TO REMAIN PROPOSED DECIDUOUS TREES PROPOSED CONIFEROUS 00� TREES 2 -QP PLANT SYMBOL AND QUANTITY Planting Legend: KEY BOTANICAL NAME _F ........ SIZE MATURE SIZE DECIDUOUS TREES 85'x 25'w . Acerx treeni d 2" cal. B&B 50'x 40'w AM Acermacrophyllum Big Leaf Maple 10 gal. 60' x 50'w AM2 Acer macrophyllum Big Leaf Maple 2" cal. B&B 60' x 50'w FA Fraxinus amencana'Autumn Purple' Autumn Purple Mile Ash 2" cal. B&B 50'x 30'w FP Fracinus pennsylvanica'Patmore' Patmore Green Ash 2" cal. B&B 50' x 40'w GTS Gledi[sia Fiacanthos inermis'Skyline' Skyline Honey Locust I. 45'x 35'w QC Quercus coccinea Scarlet Oak 2" cal. B&B 70'x 45'w OP Quercus palustris Pin Oak 2" cal. B&B 75'x 40'w ORNAMENTAL FLOWERING TREES 2'x 2'w CC Cemis canadensis Eastern Berl 2" cal. B&B 25'x 30'w PCA Pyrus calleryana'Anstocrffi' Aristocrat Flowering Pear 2" cal. B&B 35'x 20'w RNC Rosa x'Noala' Corel Hower Carpet Rose 2 gal. 2'x 3w RNY Rosax'Noalesa' . 2gal. EW RS Ribes sanguineum Red Flowering Currant 3 gal. 10' x 5'w SIN Spireajaponica'Neon Hash' Neon Flash Spima 2 gal. 3'x 3w VO Vacccinium ovatum Evergreen Huckleberry 2 gal. 4'x 6'w .. W. _.. . . . . . r. . . . . . 44 —(E)W—(EW . . . . . . . - . . . . . . .(E)\N_ E)W_ E)W + WH(E)W—(E)W . I. . _(E)W_ -i. . . . . .... . . . . . . n -- REFERENCE) (SIiOWN FOR —(E)W — WP1 ' ---------- WPT - 1 • _-- WPi —_ AI — --SPM �� Cz__---- - • WPT — _ nM — Spry P --r11{11111_ _ I� — — — — — -- Landscape Plan - East 6 V HORIZONTAL SCALE: 1” = 30'-0° Legend EXISTING NON -IRRIGATED GRASS AREAS RETAINED PROPOSED SEEDED/IRRIGATED LAWN AREAS. Q•[�® PROPOSED SHRUB PLANTERS. 466 PROPOSED CONTOURS AT 1' INTERVAL EXISTING CONTOURS AT 1' INTERVAL IRRIGATION SLEEVES WITH SIZE. SEE IRRIGATION PLANS. ..}} PROPOSED LANDSCAPE BOULDERS. �7 SEE NOTES. EXISTING TREES TO REMAIN PROPOSED DECIDUOUS TREES PROPOSED CONIFEROUS 00� TREES 2 -QP PLANT SYMBOL AND QUANTITY Planting Legend: KEY BOTANICAL NAME _F COMMON NAME SIZE MATURE SIZE DECIDUOUS TREES 85'x 25'w AB Acerx treeni Autumn Blaze Maple 2" cal. B&B 50'x 40'w AM Acermacrophyllum Big Leaf Maple 10 gal. 60' x 50'w AM2 Acer macrophyllum Big Leaf Maple 2" cal. B&B 60' x 50'w FA Fraxinus amencana'Autumn Purple' Autumn Purple Mile Ash 2" cal. B&B 50'x 30'w FP Fracinus pennsylvanica'Patmore' Patmore Green Ash 2" cal. B&B 50' x 40'w GTS Gledi[sia Fiacanthos inermis'Skyline' Skyline Honey Locust 2" cal. B&B 45'x 35'w QC Quercus coccinea Scarlet Oak 2" cal. B&B 70'x 45'w OP Quercus palustris Pin Oak 2" cal. B&B 75'x 40'w ORNAMENTAL FLOWERING TREES 2'x 2'w CC Cemis canadensis Eastern Berl 2" cal. B&B 25'x 30'w PCA Pyrus calleryana'Anstocrffi' Aristocrat Flowering Pear 2" cal. B&B 35'x 20'w CONIFEROUS TREES PP Pnus ponderosa Pondemsa Pine 6'4- 85'x 25'w PM Pseudotsuga menziessi Douglas Hr 10 gal. 100 k 40'w TH Tsuga heterophylla Western Hemlock 6'-7' 60'x 25'w SHRUBS, PERENNIALS & GRASSES AC Acercircinatum Vine Maple 5 gal. 15'x 20'w CAO Calamagrostis x acutil 'Overdam Overdam Feather Reed Grass 2 gal. 5'x 2'w HES Helictotnchon semper imps Blue Oat Grass 1 gal. 2'x 2'w HIS Hemerocallis 'Stella d' Oro' Stella d' Om Daylily 1 gal. 2'x 2'w MA Manama aquifolium Oregon Grape 2gal. 10'x5'w PAH Pennisetum a lopecuroides'Hameln' Dwarf Fountain Grass 2 gal. 2'x 2'w PL Philadelphus Lewisii Mock Orange 3 gal. 8' x 8'w RGL Rhus ammatica'gmw4ow' Grow -low Fragrant Sumac 2 gal. 3'x 6'w RNC Rosa x'Noala' Corel Hower Carpet Rose 2 gal. 2'x 3w RNY Rosax'Noalesa' Yellow Flower Carpet Rose 2gal. 2'x 3'w RS Ribes sanguineum Red Flowering Currant 3 gal. 10' x 5'w SIN Spireajaponica'Neon Hash' Neon Flash Spima 2 gal. 3'x 3w VO Vacccinium ovatum Evergreen Huckleberry 2 gal. 4'x 6'w Jw F F t - w ,r&bftW by copyright Im. REVISIONS O Q E ) S I..L CL Cz Cz J 0 O (8 imon Daws OREGON 02/04/2015 LSV C/TQ4PE ARCS~ EXPIRES 0228.22 Drawn by. SPD Date: 10.11.21 SCole:AS SHOWN SHEET NO: L1.01 PROBE REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. PREVAILING WIND DIRECTION REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. PREVAILING WIND DIRECTION TREE WRAP TRUNK PROTECTION, REMOVE AFTER INSTALLATIONtl?�° Gy RUBBER CINCH TIE RUBBER CINCH TIE 2"x 2" CEDAR STAKE (LENGTH AS REQUIRED)—DO NOT PENETRATE ROOTBALL 2"x 2" CEDAR STAKE (LENGTH AS •off SEE NOTE 1. SET STAKES PARALLEL TO UTILIZE SOIL/RCOT PROBE AROUND TRUNK REQUIRED)—DO NOT PENETRATE ROOTBALL PREVAILING WIND (APPROX. 3-4" AWAY FROM TRUNK) TO SEE NOTE 1. SET STAKES PARALLEL TO o LOCATE HIGHEST ROOTS. HIGHEST ROOTS PREVAILING WIND UTILIZE SOIL/ROOT PROBE AROUND TRUNK ® 3" THICK BARK MULCH LAYER, KEEP o SHOULD BE POSITIONED AT OR SLIGHTLY (APPROX. 3-4" AWAY FROM TRUNK) TO ° BARK MULCH 3" AWAY FROM TRUNK ABOVE GRADE LEVEL10 LOCATE HIGHEST ROOTS. HIGHEST ROOTS 3" THICK BARK MULCH LAYER, KEEP SHOULD BE POSITIONED AT OR SLIGHTLY rr_% BARK MULCH 3" AWAY FROM TRUNK ABOVE GRADE LEVEL BACKFILL WITH SOIL PLANTING MIX. SEE REMOVE BURLAP, TWINE, AND HIRE BASKET FROM BACKFILL WITH SOIL PLANTING MIX. SEE REMOVE BURLAP, TWINE, AND WIRE SPECIFICATIONS FOR ADDITIONAL INFORMATION BASKET FROM TOP TOP 1/2 OF ROOTBALL, REMOVE ALL NAILS, TIES, SPECIFICATIONS FOR ADDITIONAL INFORMATION TIES, OF ROOTBALL, IC AND PLASTIC FROM ROOTBALL. IF SYNTHETIC REMOVE ALL NAILS, TS, AND PLASTIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT FINISH GRADE FROM IS UTILIZE IF SYNTHETIC FINISH GRADE Y BURLAP IS UTILIZED TO WRAP THE SHALL BE COMPLETELY REMOVED. ONLY i BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE ROOTBALL, IT SHALL BE COMPLETELYREMOVED. ONLY BIODEGRADEABLE 1� COMMERCIAL SLOW RELEASE BOTTOM OF THE ROOTBALL `� COMMERCIAL SLOW RELEASE BURLAP SHALL BE LEFT ON THE \���I FERTILIZER TABLETS j FERTILIZER TABLETS BOTTOM OF THE ROOTBALL \ �� /N � �\ /\ \ SET ROOTBALL ON NATIVE SET TBALL ON NAROOUNDISTURBED S BSOILTI� 2x RDOTBAL DIAIER'R UNDISTURBED SUBSOIL 2x ROO7BALL DIAMETER 3x RODTBALL DIAMETER 3x ROO7BALL DIAMETER NOTES: 1. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. Deciduous Tree Planting Detail Scale: NTS Shrub Planting Detail Scale: NTS NOTES: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. Coniferous Tree Planting Detail Scale: NTS BARK MULCH LAYER — 3" DEPTH OVER ENTIRE BED. DO NOT COVER CROWNS OF PLANTS. SOIL PLANTING MIX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. SPLIT ALL ROOT BOUND ROOTS WITH 3 EQUAL SPACED VERTICAL CUTS. NOTES: 1. SET GROUND COVERS IN STAGGERED ROWS AS SPECIFIED. 2. SET PERENNIALS IN STAGGERED ROWS AS SPECIFIED. Groundcover and Perennial Planting Detail Scale: NTS mi: document and the Information condoned herein may not be copied or reproduced "uhout express "ddten permission of Wormans Park and Reseatnn District Unwdhotl:M di Jowre or conewcoon use are prohibited by capKight law. REVISIONS U .CIO y --f 0 �Q tV U 07 SHRUB ETENTION BASIN BARK MULCH AT TURF 8" PLANTER BEDS \ r & " 30" — 60" DIAMETER BOULDER, LOCATED r�rt PER PLANS `v WITH SOIL �s5 : '�'..+'; ° Ep ./ ' REQUIRED COMPACTED SUBGRADE AS MIX. SEEv'• z. 4TIONS FOR FINISH\ ��� • ;`"�£ FINISH GRADE PER PLANS GRADE TOPSOIL til AL INFORMATION. CUT EDGE ..Y. x Planter Bed Cut Edge Scale: NTS Boulder Installation Scale: NTS 8 r Simon D OREGON02/04/2015 (� �G�C9PE ARC�~�� UPIRES 02.28.22 Drawn by. SPD Date: 10.11.21 Scale:AS SHOWN SHEET N0: L1.50 Legend © 3' IRRIGATION MAINLINE D IRRIGATION LATERAL LINE o ZONE CONTROL VALVE ® BACKFLOW PREVENTER B ISOLATION VALVE w SHUT OFF VALVE 2 IRRIGATION SLEEVE 2 1/2" See Nam L 3" LANDSCAPE PLANTING 11 Irrigated 12 tAlbN 40 Irrigated 1-1/2" Bubbler • W Ini Nat Irrigated. © CONTROLLER D QUICK COUPLER 3/4" VALVE CALLWT 1" V.I eN.bn # # Vahe Flow x' vaLeslze 2 SHRUB AND LAWN 2 1/2" ZONENUMBER 3" jr.. zones nal labded) --------------- 1 1 /711 / Provide (2) Preventers Irrigation ar �j Irrigation Plan V V HORIZONTAL SCALE: 1" = 30'-0" Irrigation Notes A. 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. B. CUT NO ROOTS LARGER THAN 1.5" IN DIAMETER WITHOUT APPROVAL OF LANDSCAPE ARCHITECT. SHARP PRUNING EQUIPMENT SUCH AS SAWS AND LOPPERS MUST BE USED FOR ROOTS GREATER THAN 1"DIAMETER. NOTIFY LANDSCAPE ARCHITECT PRIOR TO PERFORMING ANY EXCAVATION WITHIN PROTECTION AREAS. C. IRRIGATION LAYOUT IS SCHEMATIC. IT IS INTENDED THAT ALL IRRIGATION LINES WILL BE ROUTED THROUGH LAWNS AND PLANT BEDS EXCEPT WHERE NOTED ON DRAWING. ADJUST ROUTING OF IRRIGATION LINES, HEADS AND SLEEVES AS NECESSARY FOR ANY EXISTING OR PROPOSED UTILITIES. D. PROVIDE ALL NECESSARY WIRING REQUIRED TO MAKE THE IRRIGATION SYSTEM A FULLY SERVICEABLE AND OPERATIONAL CONTROLLED INSTALLATION AT THE COMPLETION OF THE PROJECT. NEW IRRIGATION CONTROL VALVES TO BE CONNECTED TO THE CONTROLLER NA 2—'WIRE. SEE SPECIFICATIONS. E. LOCATE IRRIGATION ZONE VALVE ASSEMBLIES WITHIN PLANT BEDS WHERE POSSIBLE. ANY IRRIGATION ZONE VALVES DIAGRAMMATICALLY LOCATED IN PAVEMENT AREAS ARE TO BE INSTALLED IN PLANT BEDS. F. LOCATE IRRIGATION MAINLINE, LATERAL LINES, AND VALVE BOXES TO AVOID CONFLICT WITH TREE AND HEDGE PLANTINGS, AND UTILITIES. G. INSTALL SPRAY HEADS 3" FROM ADJACENT PAVEMENT, WALLS, CURBS, AND PLANTING EDGES; UNLESS DIRECTED OTHERWISE BY LANDSCAPE ARCHITECT. H. ADJUST RADIUS ON SPRAY HEADS AS NECESSARY TO MINIMIZE OVERSPRAY WHILE ACHIEVING FULL AND EVEN COVERAGE OF PLANTED AREAS. I. VERIFY STATIC PRESSURE OF 40 PSI MIN. AT POINT OF CONNECTION. NOTIFY LANDSCAPE ARCHITECT PRIOR TO ANY CONSTRUCTION IF PRESSURE IS LOWER THAN 40 PSI. J. VERIFY ALL PIPE SIZING WITH SCHEDULE 40 PIPE SCHEDULE K. INSTALL IRRIGATION CONTROL, COMMON, AND COMMUNICATION WIRE IN UNDERGROUND CONDUIT WHERE ROUTING DOES NOT FOLLOW EXISTING MAINLINE. L WHERE MAINLINE CROSSES UNDER CONCRETE OR PATH ADD (1) 6" SLEEVE. WHERE LATERAL LINES CROSS UNDER CONCRETE AND NO MAINLINE IS PRESENT, ADD (1) 3" SLEEVE. M. STUB AND CAP MAINLINE. PROVIDE 48" COILED WIRE AND SECURE IN VALVE BOX. N. SEE SITE PLAN FOR PHASING INFORMATION RELATING TO IRRIGATION AND OTHER SITE IMPROVEMENTS. 0. COORDINATE WITH WILLAMALANE IRRIGATION SPECIALIST TO IDENTIFY SPOT IN ELECTRICAL VAULT FOR CONTROLLER. �'a aaaaaaaa a� a . JDUr a a a a�+t\as f a a a a a a a a a a a a a a a a a a a T� a a a aha �.�ay,�a aya aa,ayaW a.raa aaa a4a ar aaaaa s" a a a . a . a . a . . . . . . a . . . . a a a . . . . . a . . . a a al 1�� e \ a a a a� o �6 v.Ll-1AV,1 ....... ....... . .. . . .aaaaaaaa ... 5 6.53 . . . vu w -vi ucP w cP I UGP UGP 35.52 2 6 Ly..-rrW GP Wap � .off' 11rz siva 9V � 42.38 "2 0 `e6 NateOa aassna 1 3 11/Ta a Y 11 Ivs . y. . 12 y, 0 .. `7 31.97 DEVELOPMENT -vz MARCOLA MEADOWREFERENCE) (SHO`M'I FOR Pipe Schedule CLASS 200 PIPE SIZING CHART GPM SIZE 0-10 3/4" 10-17 1" 17-27 1 1/4" 27-36 1 1/2" 36-56 2" 56-83 2 1/2" 83-116 3" Valve Schedule ►L�l�tl:1� aW]�Y•7 71i1N1► Lawn 2 Lawn 3 Lawn 4 Plant Bed 5 Lawn 6 Tree 7 Lawn 8 Lawn N10 Lawn 10 Lawn 11 Lawn 12 Tree 40 42.36 1-1/2" Bubbler • 60.00 1-1/2" Shrub Spray 40 31.97 a` 1r r 1111 p �� I 32.05 1-1/2" Shrub Spray 1 v`.' •I Shrub Spray 40 30.58 r � 40 36.09 1-1/2" Bubbler ' l.1 1 11ly1 YCII 11 014��� 1'•a—:j © J ��' ��\w\If 1 V IPA 10, SIM, 01 .t. •ala• TIMM RM Valve Schedule ►L�l�tl:1� aW]�Y•7 71i1N1► Lawn 2 Lawn 3 Lawn 4 Plant Bed 5 Lawn 6 Tree 7 Lawn 8 Lawn 9 Lawn 10 Lawn 11 Lawn 12 Tree SIZE TYPE PSI GPM 1-1/2" Shrub Spray 40 35.52 1-1/2" Shrub Spray 40 35.52 1-1/2" Shrub Spray 40 35.52 1" Sh 40 6.53 1-1/2" Shrub Spray 40 42.36 1-1/2" Bubbler 40 60.00 1-1/2" Shrub Spray 40 31.97 1-1/2" Shrub Spray 40 32.05 1-1/2" Shrub Spray 40 34.04 1-1/2" Shrub Spray 40 30.58 1-1/2" Shrub Spray 40 36.09 1-1/2" Bubbler 40 30.00 ENT ;OLA MEADOWS DEVELOPM (5"CWN FOR REFERENCE) Head Schedule rbb J mt and be bf,m tb mn hlxl Mreln my, not be m W a rePedumd .tlbad eryw w tw lamd Xll Pak and R.Sw 01bL aEmwmd dbdomn m emewemn .. ad "bRel by Myright Im. REVISIONS Cz 0— 0U ^L /^'W — O L— CL Q E U) � Ax, • r�1 UP O O SYMBOL S © S Q © S 0 0 o LC SS LCS SST RCS ® O 13 MANUFACTURER/MODEL Hunter MP1000 PROS-04-PRS40-CV Hunter MP2000 PROS-04-PRS40-CV Hunter MP3000 PROS-04-PRS40-CV Hunter R-VAN-LCS/SST/RCS PROS-06-PRS40-CV Rainbird R -VAN -14, Hunter PROS-06-PRS40-CV Rainbird 5004 -+-PC Rainbird 5004 -+-FC Rainbird MSBN50Q PSI 40 40 40 40 40 55 55 55 willamalar a Park and Recreation Distric 8 JVS;imon Daws E., 02/D4/2015 PE ARC~ EXPIRES 0228.22 Drawn by. SPD Date: 10.11.21 Scale: AS SHOWN SHEET NO: Cz .t. •ala• a\ r aaaaaaaa aaa aaa a .� aaa aaa a. aaaaaaaaaaaaa as a aaj . . . . } 11N' a a a a rbb J mt and be bf,m tb mn hlxl Mreln my, not be m W a rePedumd .tlbad eryw w tw lamd Xll Pak and R.Sw 01bL aEmwmd dbdomn m emewemn .. ad "bRel by Myright Im. REVISIONS Cz 0— 0U ^L /^'W — O L— CL Q E U) � Ax, • r�1 UP O O SYMBOL S © S Q © S 0 0 o LC SS LCS SST RCS ® O 13 MANUFACTURER/MODEL Hunter MP1000 PROS-04-PRS40-CV Hunter MP2000 PROS-04-PRS40-CV Hunter MP3000 PROS-04-PRS40-CV Hunter R-VAN-LCS/SST/RCS PROS-06-PRS40-CV Rainbird R -VAN -14, Hunter PROS-06-PRS40-CV Rainbird 5004 -+-PC Rainbird 5004 -+-FC Rainbird MSBN50Q PSI 40 40 40 40 40 55 55 55 willamalar a Park and Recreation Distric 8 JVS;imon Daws E., 02/D4/2015 PE ARC~ EXPIRES 0228.22 Drawn by. SPD Date: 10.11.21 Scale: AS SHOWN SHEET NO: L2.00 VALVE BOX SET TOP OF VALV WITH FINISH GRAD AND MULCH AT PI SOIL MATERIAL VALVE SUMP PROVIDE A 1 CUBI FOOT DRAIN ROCK SUMP. SAND BEDDING AND BACKFILL IRRIGATION MAIN LINE SUBGRADE NOTES 1. INSTALL ISOLATION VALVE TO BE EASILY ACCESSIBLE AND OPERABLE. Isolation Valve Scale: NTS Not used Scale: NTS F'AVLMLNI SI IRRIGATION SLEEVES Minimum 6" clearance Size as noted on drawings SAND BEDE PVC PIPE CLASS 200 OR BELL END SCHEDULE 40. CENTER OVER VALVE. SIZE AS APPROPRIATE FOR OPERATING VALVE. ISOLATION VALVE 18" Minimum 24" Maximum NOTES 1. EXTEND SLEEVES BEYOND PAVEMENT EDGE OR BACK OF CURB AS NOTED IN SPECIFICATION. COVER OPEN ENDS WITH DUCT TAPE 2. INSTALL 2 X 4 RED–TOP, WOOD LOCATION STAKES 0 BOTH ENDS OF SLEEVES AND LEAVE 2" ABOVE TOP OF CURB OR PAVEMENT. Irrigation Sleeves Scale: NTS REBAR ANCHOR (#4) — SECURE TO VALVE WITH STAINLESS STEEL SCREW CLAMPS IN TWO PLACES SOIL MATERIAL INSTALL MINIMUM OF 3 BRICKS 0 BASE OF BOX TO PROVIDE STABILITY AND PREVENT SETTLEMENT SWING RISER SAND BEDDING NOTES 1. USE TEFLON TAPE ON ALL THREADED PIPE JOINTS. Quick Coupler Assemb Scale: NTS LEGEND VALVE BOX SET FLUSH WITH FINISH GRADE AT LAWNS AND MULCH AT PLANT BEDS in QUICK COUPLING VALVE PEA GRAVEL SUMP GEOTEXTILE FABRIC PVC ELL SCHEDULE 80 IRRIGATION MAINLINE 1O HUNTER REMOTE CONTROLVALVE (ICV) 0 SCH. 80 NIPPLE, THREADED ONE END WITH FLOW CONTROL AND ACCU-SYNC O PVC SLIP X FPT UNION 2O IRRIGATION VALVE BOX: HEAT STAMP LID O BRICK SUPPORTS (4) O3 WITH'RCV IN 2"l WATERPROOF CONNECTORS 2 O 10 FILTER FABRIC - WRAP TWICE AROUND NOTES O � BRICK SUPPORTS 4 18"-24"COILED WIRE TO CONTROLLER 11 314' WASHED GRAVEL- 4"MIN. DEPTH 5 FINISH GRADE AT ADJACENT SURFACE 12 IRRIGATION LATERAL (TURF OR MULCH) @ MAINLINE AND FITTINGS © SCH. 80 CLOSE NIPPLE, SIZE PER RCV > 73 Zone Valve Assemb Scale: NTS role don m.n and the mro-mamn contained mein may not m maed or Wraaad without aVm. enttm permiedm of Mllamalane Park and Remeatim Dietrmt. UnoathWud dmdmare or anNrvHim uee are prohibited by copNlgdt Ian. REVISIONS ENCLOSURE. SEE SPECIFICATIONS. PIPE TO IRRIGATION SYSTEM 4" DEPTH FIBER REINFORCED CONCRETE PAD 12" MIN. NOMINAL 0 4" DEPTH CRUSHED ROCK 30" MAX. .FINISH GRADE w a SPRINKLER HEAD I w INSTALL FLUSH WITH LAWN OR TOP OF MULCH o a MULCH FINISH GRADE AT PLANT BED LATERAL LINE MARLEX STREET ELL TRANSFER BARB DIRECTION OF FLOW 'SWINGPIPE' OR 'FUNNYPIPE' 0 'SWINGPIPE/FUNNYPIPE' NOTES O � � 1. INSTALL DOUBLE CHECK VALVE ASSEMBLIES TO ALLOW READY ACCESS FOR REPAIR AND INSPECTION. ml O 2. PROVIDE PLUGS AND CAPS AT ALL TEST COCKS. L NOTES "L 1. USE TEFLON TAPE ON ALL THREADED PIPE JOINTS. 2. INSTALL SPRINKLER HEAD 3 INCHES FROM PAVEMENT OR CURBS. > 73 O LZ \\ Back Flow Preventer S L 1 Scale: NTS a i rry-/^-�k VJ O O w a SPRINKLER HEAD I w INSTALL FLUSH WITH LAWN OR TOP OF MULCH o a MULCH FINISH GRADE AT PLANT BED LATERAL LINE Flex Riser Assembly F Scale: NTS N �]J 84 r_ v Simon Daws E.., S'O 02/04/2015 `qPE XPC_'ti DPIRES 02.28.22 Drawn by. SPD Date: 10.11.21 Scale:AS SHOWN SHEET NO: L2.50 MARLEX STREET ELL TRANSFER BARB 90 DEGREE ELLS AT BOTH ENDS OF 'SWINGPIPE' OR 'FUNNYPIPE' 0 'SWINGPIPE/FUNNYPIPE' O SUBGRADE, FILL, OR SOIL MATERIAL ml CZ NOTES "L 1. USE TEFLON TAPE ON ALL THREADED PIPE JOINTS. 2. INSTALL SPRINKLER HEAD 3 INCHES FROM PAVEMENT OR CURBS. Flex Riser Assembly F Scale: NTS N �]J 84 r_ v Simon Daws E.., S'O 02/04/2015 `qPE XPC_'ti DPIRES 02.28.22 Drawn by. SPD Date: 10.11.21 Scale:AS SHOWN SHEET NO: L2.50