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Home My WebLink About Knife River Corporation Northwest Change Order 8 with AIA Discovery ParkM e r i d i a n C i t y C o u n c i l M e e t i n g A g e n d a D e c e m b e r 4 , 2 0 1 8 – P a g e 2 4 9 o f 4 4 5 M e r i d i a n C i t y C o u n c i l M e e t i n g A g e n d a D e c e m b e r 4 , 2 0 1 8 – P a g e 2 5 0 o f 4 4 5 hvl�Pfl/ ® TM Document G70°1/CMM -1992 Change Order - Construction Manager -Adviser ,Edition PROJECT (Name and address): CHANGE ORDER NUMBER: 008 OWNER: City of Meridian - South Meridian INITIATION DATE: 111201/2018 CONSTRUCTION MANAGER; Regional Park Near East Lake Hazel Road in Meridian, ARCHITECT: Idaho CONTRACTOR: TO CONTRACTOR (Name and address): PROJECT NUMBERS: BP01 / 16-080 FIELD: Knife River Corporation - Northwest CONTRACT DATE: 12/21/2017 OTHER: ❑ 5450 W Gowen Road CONTRACT FOR: General Construction Boise, Idaho 83709 THE CONTRACT IS CHANGED AS FOLLOWS: 1) Provide all labor, materials and equipment required to install the gravel access road, gravel parking lot, building pad and complete concrete excavation, backfill and compaction for the Shop Building per ASI #20. ADD $105,993.00 The original Contract Sum was $ 11587,382.72 Net change by previously authorized Change Orders $ 338,521.00 The Contract Sum prior to this Change Order was $ 1,925,903,72 The Contract Sum will be increased by this Change Order in the amount of $ 105,993.00 The new Contract Sum including this Change Order will be $ 2,031,896.72 The Contract Time will be unchanged by Zero (0) days, The date of Substantial Completion as of the date of this Change Order therefore is NOTE: This summary does not reflect changes in the Contract Sum, Contract Time or Guaranteed Maximum Price which have been authorized by Construction Change Directive. NOT VALID UNTIL SIGNED BY THE OWNER, CONSTRUCTION MANAGER, ARCHITECT AND CONTRACTOR. Kreizenbeck, LLC dba Kreizenbeck Constructors CONSTRUCTION MANAGER (Firm name) 11724 West Executive Drive Boise, Idaho 83713 AD y BY (Signa(ure) (Michael J. Berard (Typed name) DATE, Knife River Comoration - Northwest CONTRACTOR (Firm name) 5450 W Gowen Road Boise, Idaho 83709 ADDRESS BY (Si ata (Typed name) DATE: The Land Grout). Inc. ARCHITECT (Firm name) 462 East Shore Drive Suite 100 Ea lc Idoho 83616 S BY Signature) Bob Schafer 11.20.18 (Typed name) V DATE: Citv of Meridian OWNER (Firm name) 33 East Broadway Avenue Meridian ADDRES B am afar (Typed name) UJ DATE: AIA Document G701/CMan' —1902. Copyrightill) 1992 byThe American Institute of Architects. All rights reserved. WAfitdlhG: This AIA* Documont la protactad by U.9. Copyright Law and Intvmatlonal Tmatlov. Unauthorlxud mprodudion or dictribution of ihla AIAa Documunt, or any portion of tL may recult In cavae+. civil and criminal psnd lac, and %vlll W proaeculad to ihs maulmum oxtsM pocs1b1c under the IGw. This documentwas produced by AIA software at 11:42:13 ET on 11/20/2018 under Order No, 7830034678 which expires on 12129/2018, and Is not for resale. Urger Notes: (389ADABD) Meridian City Council Meeting Agenda December 4, 2018 – Page 252 of 445 11/19/2018 53982521.xls ASI 20 ASI SUMMARY City of Meridian - SMRP DESCRIPTION ASI - 20 Install gravel access road, parking lot, building pad, and complete concrete excavation backfill and compaction. BP No. 1 - Knife River Corporation $105,993.00 BP No. 2 - Franz Witte Landscape Contracting, Inc.$- BP No. 3 - Anvil Fence Company $- BP No. 4 - Landon Enterprises, LLC $- BP No. 5 - Walker Fox Brick and Block, Inc.$- BP No. 6 - Outland Steel, Inc.$- BP No. 7 - Leighton Enterprises, Inc.$- BP No. 8 - Signature Roofing $- BP No. 9 - D&A Door & Specialties, Inc.$- BP No. 10 - Precision Steel & Gypsum, Inc.$- BP No. 11 - David Epley & Associates $- BP No. 12 - SBI Contracting, Inc.$- BP No. 13 - Lucky Dog Recreation $- BP No. 14 - DeBest Plumbing, Inc.$- BP No. 15 - TVR, Inc.$- BP No. 16 - Power Plus, Inc.$- Total:$105,993.00 ***NOTE: All concrete work and building construction will be completed under a separate scope of work. Meridian City Council Meeting Agenda December 4, 2018 – Page 253 of 445 Meridian City Council Meeting Agenda December 4, 2018 – Page 254 of 445 Site Planning • Landscape Architecture • Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying 462 E Shore Dr, Suite 100 Eagle, Idaho 83616 P 208.939.4041 F 208.939.4445 ASI NO. 020 | November 08, 2018 To the Plans and Specifications for: South Meridian Regional Park | TLG PN 116007 GENERAL: 1.1 See attached full size drawing for more information. SPECIFICATIONS: 1.2 None DRAWINGS: 1.3 MATERIALS AREA J – SHEET C2.10 1) ADDITION: Gravel road from parking lot. MATERIALS AREA L – SHEET C2.17 1) NEW SHEET: See attached drawing. LAYOUT AREA J – SHEET C2.30 1) ADDITION: Gravel road from parking lot. LAYOUT AREA L – SHEET C2.33 1) NEW SHEET: See attached drawing. SITE SECTIONS – SHEET C2.57 1) NEW SHEET: See attached drawing. GRADING AREA J – SHEET C4.10 1) ADDITION: Gravel road from parking lot. GRADING AREA L – SHEET C4.17 1) NEW SHEET: See attached drawing. LIST OF DOCUMENTS SIZE OF SHEET NO. OF PAGES ASI No. 020 Summary 8.5x11 1 Drawings 22x34 7 END OF ASI No. 020 Meridian City Council Meeting Agenda December 4, 2018 – Page 255 of 445 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G X X X X X X X X X EG EG EG EG EG EG EG EG EG EG E G EG GI R R GI R R EG EG EG EG EG EG EG EG EG EG EG EG EG E G E G E G E G E G E G E G EG EG EG EG EG EG EG EG EG EG EG END 7 6 Material Legend: Keynotes: 1.ADA PEDESTRIAN RAMP - TYPE 1 - SEE DETAIL 10/C2.50 & SPEC. SECTIONS 32 1313 & 32 1726. 2.PROPOSED FUTURE RIGHT-OF-WAY LINE. 3.STANDARD CONCRETE FLATWORK - SEE DETAIL 2/C2.50 & SPEC. SECTION 32 1313. 4.10'X2' CROSSWALK MARKING BAR - SEE SPEC. SECTION 32 1723. 5.TRAFFIC ARROW - SEE SPEC. SECTION 32 1723. 6.8' CHAIN LINK FENCE - SEE SPEC. SECTION 32 3113. 7.4' CHAIN LINK FENCE - SEE SPEC. SECTION 32 3113. 8.10' CHAIN LINK FENCE - SEE SPEC. SECTION 32 3113. 9.4' WIDE CHAIN LINK FENCE GATE - SEE SPEC. SECTION 32 3113. 10.FOUL BALL POLE PER SPEC. SECTION 12 9300. 11.SPORTS FIELD LIGHTING - SEE ELECTRICAL FOR MORE INFORMATION. 12.CHAIN LINK BACKSTOP - SEE DETAIL 5/C2.51 & SPEC. SECTION 32 3113. 13.DRINKING FOUNTAIN FOR REFERENCE ONLY. OWNER SUPPLIED AND INSTALLED. 14.ADA PARKING SIGN - SEE DETAIL 7&8/C2.51 & SPEC. SECTION 10 1453. 15.ACCESSIBLE PARKING LAYOUT - SEE DETAIL 6/C2.51 & SPEC. SECTION 32 1723. 16.18" CONCRETE RIBBON CURB - SEE DETAIL 9/C2.52 & SPEC. SECTION 32 1313. 17.CONTAINMENT CURB AT PLAYGROUND SURFACING - SEE DETAIL 2/C2.51 & SPEC. SECTION 32 1313. 18.LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS. 19.CONCRETE RETAINING WALL AT CLIMBING WALL - SEE DETAIL 2/C2.53 & SPEC. SECTIONS 32 1313. COORDINATE WITH GRADING PLAN. 20.CLIMBING WALL CONCRETE PANEL- SEE DETAIL 10&11/C2.51. 21.CLIMBING WALL - CLIMBING BOULDERS - SEE DETAIL 1/C2.52. 22.CLIMBING WALL - SEAT BOULDERS - SEE DETAIL 2/C2.52. 23.HANDRAIL @ CLIMBING WALL - SEE DETAIL 5/C2.52. 24.CONCRETE STAIRS @ CLIMBING WALL - SEE DETAIL 1/C2.53 & SPEC. SECTION 32 1313. 25.BOULDERS @ PLAYGROUND EDGE - SEE DETAIL 9/C2.51. 26.BID ALTERNATE # 1: LARGE PICNIC SHELTER - SEE ARCHITECTURAL SHEET A3.33. 27.STORMWATER STRUCTURE - REFER TO DRAINAGE DRAWINGS C6.00. 28.CURB & GUTTER - SEE DETAIL 7&8/C2.50 & SPEC. SECTION 32 1313. REFER TO LEGEND FOR TYPE. 29.CONCESSION BUILDING - SEE ARCHITECTURAL SHEET A0.00. 30.SIDEWALK STOP BAR - SEE DETAIL 5/C2.53 & SPEC. SECTION 32 1723. 31.1' WIDE TRAFFIC STRIPING - REFER TO SPEC. SECTION 32 1723. 32.SEWER INFRASTRUCTURE - REFER TO UTILITY PLANS SHEETS C5.01-5.52. 33.BIKE RACK BY OWNER. SEE DETAIL 4/C2.52. 34.GRAVITY IRRIGATION BOX AND PIPING - REFER TO GRAVITY IRRIGATION SHEETS C-801 AND C5.04. 35.WELL AND PUMP - REFER TO GRAVITY IRRIGATION SHEET C-801. 36.CURB TRANSITION - SEE DETAIL 9/C2.50 & SPEC. SECTION 32 1313. 37.HEAVY DUTY CONCRETE PAVING - SEE DETAIL 5/C2.50 & SPEC. SECTION 32 1313. 38.WATER SPIGOT - REFER TO UTILITY PLANS SHEET C5.02. 39.PARKING LOT STRIPING - SEE SPEC. SECTION 32 1723. 40.BID ALTERNATE # 2: 40.1.LANDSCAPE BOULDERS - REFER TO DETAIL 7/C2.52 & 4/C2.53. 40.2.SEAT BOULDERS - REFER TO DETAIL 7/C2.52. 41.ELECTRICAL FIXTURE - REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 42.TRASH RECEPTACLE BY OWNER. 43.THICKENED EDGE @ CONCRETE TRANSITION - SEE DETAIL 1/C2.51 & SPEC. SECTION 32 1313. 44.FIRE HYDRANT - SEE UTILITY DRAWINGS FOR MORE INFORMATION. 45.CHAINLINK FENCE AT CONCRETE FLATWORK - SEE DETAIL 3/C2.51 & SPEC. SECTIONS 32 1313 & 32 3113. 46.ADA PEDESTRIAN RAMP - TYPE 2 - SEE DETAIL 11/C2.50 & SPEC. SECTIONS 32 1313 & 32 1726. 47.TREE WELL AT PLAZA - SEE DETAIL 8/C2.52. COORDINATE WITH LANDSCAPE DETAILS, SHEET L1.50. 48.8" WIDE TRAFFIC STRIPING - REFER TO SPEC. SECTION 32 1723. 49.SOFTBALL FIELD EQUIPMENT - SEE SPEC. SECTION 12 9300. 50.6' CHAIN LINK FENCE - SEE SPEC. SECTION 32 3113. 51.BIKE REPAIR STATION BY OWNER. SEE DETAIL 3/C2.52. 52.8' WIDE CHAIN LINK FENCE GATE - SEE SPEC. SECTION 32 3113. 53.CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ISPWC SD-710-C. 54.CONCRETE APRON AT LIGHT POLE - SEE DETAIL 5/C2.53 AND ELECTRICAL. 55.5' CHAIN LINK FENCE - SEE SPEC. SECTION 32 3113. 56.BENCH - BY OWNER. 57.INSTALL 1-IN WATER SERVICE AND YARD HYDRANT PER DETAIL 5/C5.51. 58.COVERWORX 14' x 16' HIP SHELTER, MODEL HP-1416-SW, ROOF COLOR PATINA GREEN 59.COVERWORX 20' x 24' HIP SHELTER, MODEL HP-2024-SW, ROOF COLOR ROMAN BLUE 60.COVERWORX 20' x 30' HIP SHELTER, MODEL HP-2030-SW, ROOF COLOR AUTUMN RED 61.12" WIDE CONTAINMENT CURB - SEE DETAIL 6/C2.55 62.ADA PEDESTRIAN RAMP - TYPE 3 - SEE DETAIL 7/C2.53 & SPEC. SECTIONS 32 1313 & 32 1726 Sheet Notes: LANDSCAPE AREA, SEE LANDSCAPE PLAN L1.00 HEAVY DUTY ASPHALT, SEE DETAIL 1/C2.50 & SPEC. SECTION 32 1216. STANDARD CONCRETE FLATWORK - SEE DETAIL 2/C2.50 & SPEC. SECTIONS 32 1313 & 32 1373. REVERSE CURB & GUTTER - SEE DETAIL 8/C2.50 & SPEC. SECTION 32 1313. CATCH CURB & GUTTER - SEE DETAIL 7/C2.50 & SPEC. SECTION 32 1313. A.CONTRACTOR SHALL FIELD VERIFY THAT ALL IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, SIDEWALK, CURBS, GUTTERS, PEDESTRIAN RAMPS AND THE MAIN ACCESS DRIVE LOCATION ARE AS SHOWN IN THESE PLANS. CONTACT ARCHITECT IF DISCREPANCIES ARE FOUND. B.CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. C.COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. D.PROVIDE FLATWORK JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. E.TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. F.CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. G.LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS AT NO COST TO OWNER. H.CONTRACTOR SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES, WITHIN THE PUBLIC RIGHT-OF-WAY, THROUGHOUT THE DURATION OF THE PROJECT AS REQUIRED BY THE AGENCY HAVING AUTHORITY. I.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS, CENTER OF POST, OR PROPERTY LINE. HEAVY DUTY CONCRETE FLATWORK, SEE DETAIL 5/C2.50 & SPEC. SECTIONS 32 1313 & 32 1373. PLAYGROUND SURFACING AND EQUIPMENT BY OTHERS. NOT A PART. ROADWAY IMPROVEMENTS - SEE SHEET C7.00-C7.05. ALL WORK IN LAKE HAZEL ROAD RIGHT-OF-WAY IS PENDING A.C.H.D. APPROVAL THIS PLAN IS INCLUDED FOR INFORMATIONAL AND PRICING PURPOSES ONLY GRAVEL SURFACING - SEE SPEC. SECTION 32 2000. 3"-DEPTH SOFTBALL INFIELD SURFACING - SEE SPECIFICATION SECTION 32 9200. 18" DEPTH, 3/8" PEA GRAVEL OVER SUBBASE COURSE - REFER TO DETAIL 6/C2.55 & SEE SPEC. SECTION 31 2000 LIGHT DUTY ASPHALT - SEE DETAIL 5/C2.55 # Pr o j e c t N a m e : Fi l e L o c a t i o n : g: \ 2 0 1 6 \ 1 1 6 0 0 7 \ c a d \ _ c d c a d \ 1 1 6 0 0 7 c d c 2 . 2 0 s i t e m a t e r i a l s . d w g La s t P l o t t e d B y : ji m g u t e Da t e P l o t t e d : Th u r s d a y , N o v e m b e r 8 2 0 1 8 a t 0 6 : 3 6 P M Re v i s i o n s Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d h e r e i n m a y n o t b e c o p i e d o r r e p r o d u c e d wi t h o u t e x p r e s s w r i t t e n p e r m i s s i o n o f T h e L a n d G r o u p , I n c . Un a u t h o r i z e d d i s c l o s u r e o r c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y c o p y r i g h t l a w . Date of Issuance: Project No.: Designed by: Checked by: Sheet No.: Sh e e t T i t l e : 17 . 0 9 . 0 4 . 2 0 1 8 A S I 1 7 18 . 0 9 . 1 3 . 2 0 1 8 A S I 1 8 19 . 1 0 . 1 1 . 2 0 1 8 A S I 1 9 20 . 1 1 . 0 8 . 2 0 1 8 A S I 2 0 JWG/BRS/DJK TLG 06.21.2018 116007 So u t h M e r i d i a n R e g i o n a l P a r k Ci t y o f M e r i d i a n Co n s t r u c t i o n D r a w i n g s Me r i d i a n ID HORIZONTAL SCALE: 1" = 20' Materials Area J 20'40'0 Ma t e r i a l s A r e a J MA T C H L I N E - S E E S H E E T C 2 . 1 1 MATCH LINE - SEE SHEET C2.08 C2.10 ASI 020 20 MA T C H L I N E - S E E S H E E T C 2 . 1 7 11/08/2018 Meridian City Council Meeting Agenda December 4, 2018 – Page 256 of 445 EG EG E G E G E G E G E G E G E G E G E G EG EG EG EG EG E G E G E G E G E G E G E G E G E G EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG Pr o j e c t N a m e : Fi l e L o c a t i o n : g: \ 2 0 1 6 \ 1 1 6 0 0 7 \ c a d \ _ c d c a d \ 1 1 6 0 0 7 c d c 2 . 2 0 s i t e m a t e r i a l s . d w g La s t P l o t t e d B y : ji m g u t e Da t e P l o t t e d : Th u r s d a y , N o v e m b e r 8 2 0 1 8 a t 0 6 : 3 6 P M Re v i s i o n s Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d h e r e i n m a y n o t b e c o p i e d o r r e p r o d u c e d wi t h o u t e x p r e s s w r i t t e n p e r m i s s i o n o f T h e L a n d G r o u p , I n c . Un a u t h o r i z e d d i s c l o s u r e o r c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y c o p y r i g h t l a w . Date of Issuance: Project No.: Designed by: Checked by: Sheet No.: Sh e e t T i t l e : 17 . 0 9 . 0 4 . 2 0 1 8 A S I 1 7 18 . 0 9 . 1 3 . 2 0 1 8 A S I 1 8 19 . 1 0 . 1 1 . 2 0 1 8 A S I 1 9 20 . 1 1 . 0 8 . 2 0 1 8 A S I 2 0 JWG/BRS/DJK TLG 06.21.2018 116007 So u t h M e r i d i a n R e g i o n a l P a r k Ci t y o f M e r i d i a n Co n s t r u c t i o n D r a w i n g s Me r i d i a n ID HORIZONTAL SCALE: 1" = 20' Materials Area L 20'40'0 Ma t e r i a l s A r e a L MA T C H L I N E - S E E S H E E T C 4 . 1 0 M A T C H L I N E - S E E S H E E T C 4 . 0 8 Grading Notes: General Grading Notes: 1.ALL CUT AND FILL SUB GRADES SHALL BE PER THE FINISHED GRADING PLANS AND SECTIONS. 2.ALL FILL SHALL MEET THE GRADING LIMITS SPECIFIED WITH THE GEOTECHNICAL REPORT PROVIDED BY STRATA, AND PLACED AND COMPACTED PER CONTROLLED MOISTURE AND DENSITY CONDITIONS. 3.IF APPROVED SUFFICIENT GRAVEL QUANTITY IS NOT AVAILABLE THROUGH ON-SITE GRADING AS PROPOSED, THEN APPROVED IMPORTED STRUCTURAL FILL SHALL BE USED TO ESTABLISH SUB GRADES. 4.ALL FILL AND BACKFILL SHALL BE APPROVED BY THE CONSTRUCTION MANAGER AND STRATA GEOTECHNICAL ENGINEER, MOISTURE-CONDITIONED TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT, AND PLACED IN UNIFORM LIFTS OF SUITABLE THICKNESS FOR THE COMPACTION EQUIPMENT. Grading Legend: CURB & CATCH PLATE GUTTER PER DETAIL 5/C2.50. CURB & REVERSE PLATE GUTTER PER DETAIL 6/C2.50. GRADE BREAK C2.17 1.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT UDIG AT 811 OR (1-800-342-1585) FOR EXACT LOCATIONS A MINIMUM OF TWO FULL BUSINESS DAYS PRIOR TO EXCAVATION. 2.CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 3.ALL WORK SHALL BE DONE IN ACCORDANCE THE LATEST EDITION OF IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) SPECIFICATIONS AND DRAWINGS. 4.SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS: FF-FINISH FLOOR FG-FINISH GRADE GB-GRADE BREAK LIP-LIP OF GUTTER MX-MATCH EXISTING RIM-RIM OF STRUCTURE TBC-TOP BACK OF CURB TC-TOP OF CONCRETE HP-HIGH POINT 3.LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 1.5%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION. 4.SLOPE WITHIN ADA ACCESSIBLE PARKING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION. GBFF = 2746.26 ENTIRE SHEET ASI 020 20 ROADWAY PER SECTION 1/C2.57 SITE PER SECTION 2/C2.57 11/08/2018 Material Legend: Keynotes: 1.ADA PEDESTRIAN RAMP - TYPE 1 - SEE DETAIL 10/C2.50 & SPEC. SECTIONS 32 1313 & 32 1726. 2.PROPOSED FUTURE RIGHT-OF-WAY LINE. 3.STANDARD CONCRETE FLATWORK - SEE DETAIL 2/C2.50 & SPEC. SECTION 32 1313. 4.10'X2' CROSSWALK MARKING BAR - SEE SPEC. SECTION 32 1723. 5.TRAFFIC ARROW - SEE SPEC. SECTION 32 1723. 6.8' CHAIN LINK FENCE - SEE SPEC. SECTION 32 3113. 7.4' CHAIN LINK FENCE - SEE SPEC. SECTION 32 3113. 8.10' CHAIN LINK FENCE - SEE SPEC. SECTION 32 3113. 9.4' WIDE CHAIN LINK FENCE GATE - SEE SPEC. SECTION 32 3113. 10.FOUL BALL POLE PER SPEC. SECTION 12 9300. 11.SPORTS FIELD LIGHTING - SEE ELECTRICAL FOR MORE INFORMATION. 12.CHAIN LINK BACKSTOP - SEE DETAIL 5/C2.51 & SPEC. SECTION 32 3113. 13.DRINKING FOUNTAIN FOR REFERENCE ONLY. OWNER SUPPLIED AND INSTALLED. 14.ADA PARKING SIGN - SEE DETAIL 7&8/C2.51 & SPEC. SECTION 10 1453. 15.ACCESSIBLE PARKING LAYOUT - SEE DETAIL 6/C2.51 & SPEC. SECTION 32 1723. 16.18" CONCRETE RIBBON CURB - SEE DETAIL 9/C2.52 & SPEC. SECTION 32 1313. 17.CONTAINMENT CURB AT PLAYGROUND SURFACING - SEE DETAIL 2/C2.51 & SPEC. SECTION 32 131 18.LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS. 19.CONCRETE RETAINING WALL AT CLIMBING WALL - SEE DETAIL 2/C2.53 & SPEC. SECTIONS 32 1313 COORDINATE WITH GRADING PLAN. 20.CLIMBING WALL CONCRETE PANEL- SEE DETAIL 10&11/C2.51. 21.CLIMBING WALL - CLIMBING BOULDERS - SEE DETAIL 1/C2.52. 22.CLIMBING WALL - SEAT BOULDERS - SEE DETAIL 2/C2.52. 23.HANDRAIL @ CLIMBING WALL - SEE DETAIL 5/C2.52. 24.CONCRETE STAIRS @ CLIMBING WALL - SEE DETAIL 1/C2.53 & SPEC. SECTION 32 1313. 25.BOULDERS @ PLAYGROUND EDGE - SEE DETAIL 9/C2.51. 26.BID ALTERNATE # 1: LARGE PICNIC SHELTER - SEE ARCHITECTURAL SHEET A3.33. 27.STORMWATER STRUCTURE - REFER TO DRAINAGE DRAWINGS C6.00. 28.CURB & GUTTER - SEE DETAIL 7&8/C2.50 & SPEC. SECTION 32 1313. REFER TO LEGEND FOR TYPE 29.CONCESSION BUILDING - SEE ARCHITECTURAL SHEET A0.00. 30.SIDEWALK STOP BAR - SEE DETAIL 5/C2.53 & SPEC. SECTION 32 1723. 31.1' WIDE TRAFFIC STRIPING - REFER TO SPEC. SECTION 32 1723. 32.SEWER INFRASTRUCTURE - REFER TO UTILITY PLANS SHEETS C5.01-5.52. 33.BIKE RACK BY OWNER. SEE DETAIL 4/C2.52. 34.GRAVITY IRRIGATION BOX AND PIPING - REFER TO GRAVITY IRRIGATION SHEETS C-801 AND C5.04 35.WELL AND PUMP - REFER TO GRAVITY IRRIGATION SHEET C-801. 36.CURB TRANSITION - SEE DETAIL 9/C2.50 & SPEC. SECTION 32 1313. 37.HEAVY DUTY CONCRETE PAVING - SEE DETAIL 5/C2.50 & SPEC. SECTION 32 1313. 38.WATER SPIGOT - REFER TO UTILITY PLANS SHEET C5.02. 39.PARKING LOT STRIPING - SEE SPEC. SECTION 32 1723. 40.BID ALTERNATE # 2: 40.1.LANDSCAPE BOULDERS - REFER TO DETAIL 7/C2.52 & 4/C2.53. 40.2.SEAT BOULDERS - REFER TO DETAIL 7/C2.52. 41.ELECTRICAL FIXTURE - REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 42.TRASH RECEPTACLE BY OWNER. 43.THICKENED EDGE @ CONCRETE TRANSITION - SEE DETAIL 1/C2.51 & SPEC. SECTION 32 1313. 44.FIRE HYDRANT - SEE UTILITY DRAWINGS FOR MORE INFORMATION. 45.CHAINLINK FENCE AT CONCRETE FLATWORK - SEE DETAIL 3/C2.51 & SPEC. SECTIONS 32 1313 & 3 46.ADA PEDESTRIAN RAMP - TYPE 2 - SEE DETAIL 11/C2.50 & SPEC. SECTIONS 32 1313 & 32 1726. 47.TREE WELL AT PLAZA - SEE DETAIL 8/C2.52. COORDINATE WITH LANDSCAPE DETAILS, SHEET L1.5 48.8" WIDE TRAFFIC STRIPING - REFER TO SPEC. SECTION 32 1723. 49.SOFTBALL FIELD EQUIPMENT - SEE SPEC. SECTION 12 9300. 50.6' CHAIN LINK FENCE - SEE SPEC. SECTION 32 3113. 51.BIKE REPAIR STATION BY OWNER. SEE DETAIL 3/C2.52. 52.8' WIDE CHAIN LINK FENCE GATE - SEE SPEC. SECTION 32 3113. 53.CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ISPWC SD-710-C. 54.CONCRETE APRON AT LIGHT POLE - SEE DETAIL 5/C2.53 AND ELECTRICAL. 55.5' CHAIN LINK FENCE - SEE SPEC. SECTION 32 3113. 56.BENCH - BY OWNER. 57.INSTALL 1-IN WATER SERVICE AND YARD HYDRANT PER DETAIL 5/C5.51. 58.COVERWORX 14' x 16' HIP SHELTER, MODEL HP-1416-SW, ROOF COLOR PATINA GREEN 59.COVERWORX 20' x 24' HIP SHELTER, MODEL HP-2024-SW, ROOF COLOR ROMAN BLUE 60.COVERWORX 20' x 30' HIP SHELTER, MODEL HP-2030-SW, ROOF COLOR AUTUMN RED 61.12" WIDE CONTAINMENT CURB - SEE DETAIL 6/C2.55 62.ADA PEDESTRIAN RAMP - TYPE 3 - SEE DETAIL 7/C2.53 & SPEC. SECTIONS 32 1313 & 32 1726 Sheet Notes: LANDSCAPE AREA, SEE LANDSCAPE PLAN L1.00 HEAVY DUTY ASPHALT, SEE DETAIL 1/C2.50 & SPEC. SECTION 32 1216. STANDARD CONCRETE FLATWO - SEE DETAIL 2/C2.50 & SPEC. SECTIONS 32 1313 & 32 1373. REVERSE CURB & GUTTER - SEE DETAIL 8/C2.50 & SPEC. SECTION 32 1313. CATCH CURB & GUTTER - SEE DETAIL 7/C2.50 & SPEC. SECTION 32 1313. A.CONTRACTOR SHALL FIELD VERIFY THAT ALL IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, S CURBS, GUTTERS, PEDESTRIAN RAMPS AND THE MAIN ACCESS DRIVE LOCATION ARE AS SHOWN PLANS. CONTACT ARCHITECT IF DISCREPANCIES ARE FOUND. B.CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. C.COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPE CONTRACTORS. D.PROVIDE FLATWORK JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIG NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWO NOT CONFORM TO THE DESIGN. E.TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND C F.CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. G.LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM AND SPECIFICATIONS AT NO COST TO OWNER. H.CONTRACTOR SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES, WITHIN THE PUBLIC RIGHT-O THROUGHOUT THE DURATION OF THE PROJECT AS REQUIRED BY THE AGENCY HAVING AUTHORITY I.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDAT WALLS, CENTER OF POST, OR PROPERTY LINE. HEAVY DUTY CONCRETE FLATWORK, SEE DETAIL 5/C2.5 SPEC. SECTIONS 32 1313 & 32 1373. PLAYGROUND SURFACING AND EQUIPMENT BY OTHERS. NOT A PART. ROADWAY IMPROVEMENTS - S SHEET C7.00-C7.05. ALL WORK IN LAKE HAZEL ROA RIGHT-OF-WAY IS PENDING A.C.H.D. APPROVAL THIS PLAN IS INCLUDED FOR INFORMATIONAL AND PRICING PURPOSES ONLY GRAVEL SURFACING - SEE SPEC. SECTION 32 2000. 3"-DEPTH SOFTBALL INFIELD SURFACING - SEE SPECIFICATION SECTION 32 9200. 18" DEPTH, 3/8" PEA GRAVEL OVER SUBBASE COURSE - REFER TO DETAIL 6/C2.55 & SEE SPEC. SECTION 31 2000 LIGHT DUTY ASPHALT - SEE DETAIL 5/C2.55 # Meridian City Council Meeting Agenda December 4, 2018 – Page 257 of 445 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G X X X X X X X X X EG EG EG EG EG EG EG EG EG EG E G EG 15'' G I R R GI R R GI R R EG EG EG EG EG EG EG EG EG EG EG EG EG E G E G E G E G E G E G E G EG EG EG EG EG EG EG EG EG EG EG 3 4 9 . 2 7 ' 197 . 6 2 ' 15 . 0 6 ' 7. 4 7 ' 6 0 . 2 3 ' R15 ' R 1 5 ' R 3 4 3 . 6 3 ' 2 5 ' 131.24' 166.27' Pr o j e c t N a m e : Fi l e L o c a t i o n : g: \ 2 0 1 6 \ 1 1 6 0 0 7 \ c a d \ _ c d c a d \ 1 1 6 0 0 7 c d c 2 . 1 0 s i t e l a y o u t . d w g La s t P l o t t e d B y : ji m g u t e Da t e P l o t t e d : Th u r s d a y , N o v e m b e r 8 2 0 1 8 a t 0 6 : 3 6 P M Re v i s i o n s Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d h e r e i n m a y n o t b e c o p i e d o r r e p r o d u c e d wi t h o u t e x p r e s s w r i t t e n p e r m i s s i o n o f T h e L a n d G r o u p , I n c . Un a u t h o r i z e d d i s c l o s u r e o r c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y c o p y r i g h t l a w . Date of Issuance: Project No.: Designed by: Checked by: Sheet No.: Sh e e t T i t l e : 17 . 0 9 . 0 4 . 2 0 1 8 A S I 1 7 18 . 0 9 . 1 3 . 2 0 1 8 A S I 1 8 19 . 1 0 . 1 1 . 2 0 1 8 A S I 1 9 20 . 1 1 . 0 8 . 2 0 1 8 A S I 2 0 JWG/BRS/DJK TLG 06.21.2018 116007 So u t h M e r i d i a n R e g i o n a l P a r k Ci t y o f M e r i d i a n Co n s t r u c t i o n D r a w i n g s Me r i d i a n ID HORIZONTAL SCALE: 1" = 20' Layout Area J 20'40'0 La y o u t A r e a J MA T C H L I N E - S E E S H E E T C 2 . 3 1 MATCH LINE - SEE SHEET C2.08 C2.30 Sheet Notes: 1.CONTRACTOR SHALL COMPLY WITH GENERAL NOTES. 2.REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. 3.REFER TO CALL-OUT AND MATERIALS PLAN SHEET C2.00-C2.11 FOR ADDITIONAL INFORMATION. 4.COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. 5.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE CONSTRUCTION MANAGER FOR A DECISION PRIOR TO COMMENCING WITH THE WORK. 7.WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS OR COLUMNS IT SHALL HAVE AN EXPANSION JOINT. 8.PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9.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 CONSTRUCTION MANAGER. 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. 10.TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 11.CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. 12.CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 1.50%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. MA T C H L I N E - S E E S H E E T C 2 . 3 3 ASI 020 20 11/08/2018 Meridian City Council Meeting Agenda December 4, 2018 – Page 258 of 445 N0 0 ° 0 1 ' 4 2 " W 2 6 7 2 . 7 6 ' N0 0 ° 0 1 ' 4 2 " W 2 6 7 2 . 7 6 ' EG EG E G E G E G E G E G E G E G E G E G EG EG EG EG EG E G E G E G E G E G E G E G E G E G EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG 2 5 ' R 2 8 ' 12'44' 80 ' 70 ' 15 ' 1 6 0 . 0 9 ' R 5 3 ' 50.03' 100' 284.89' R 2 8 ' 96' 70 ' 8'32'Pr o j e c t N a m e : Fi l e L o c a t i o n : g: \ 2 0 1 6 \ 1 1 6 0 0 7 \ c a d \ _ c d c a d \ 1 1 6 0 0 7 c d c 2 . 1 0 s i t e l a y o u t . d w g La s t P l o t t e d B y : ji m g u t e Da t e P l o t t e d : Th u r s d a y , N o v e m b e r 8 2 0 1 8 a t 0 6 : 3 6 P M Re v i s i o n s Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d h e r e i n m a y n o t b e c o p i e d o r r e p r o d u c e d wi t h o u t e x p r e s s w r i t t e n p e r m i s s i o n o f T h e L a n d G r o u p , I n c . Un a u t h o r i z e d d i s c l o s u r e o r c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y c o p y r i g h t l a w . Date of Issuance: Project No.: Designed by: Checked by: Sheet No.: Sh e e t T i t l e : 17 . 0 9 . 0 4 . 2 0 1 8 A S I 1 7 18 . 0 9 . 1 3 . 2 0 1 8 A S I 1 8 19 . 1 0 . 1 1 . 2 0 1 8 A S I 1 9 20 . 1 1 . 0 8 . 2 0 1 8 A S I 2 0 JWG/BRS/DJK TLG 06.21.2018 116007 So u t h M e r i d i a n R e g i o n a l P a r k Ci t y o f M e r i d i a n Co n s t r u c t i o n D r a w i n g s Me r i d i a n ID HORIZONTAL SCALE: 1" = 20' Layout Area L 20'40'0 La y o u t A r e a L C2.33 Sheet Notes: 1.CONTRACTOR SHALL COMPLY WITH GENERAL NOTES. 2.REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. 3.REFER TO CALL-OUT AND MATERIALS PLAN SHEET C2.00-C2.11 FOR ADDITIONAL INFORMATION. 4.COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. 5.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE CONSTRUCTION MANAGER FOR A DECISION PRIOR TO COMMENCING WITH THE WORK. 7.WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS OR COLUMNS IT SHALL HAVE AN EXPANSION JOINT. 8.PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9.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 CONSTRUCTION MANAGER. 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. 10.TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 11.CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. 12.CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 1.50%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. M A T C H L I N E - S E E S H E E T C 2 . 3 0 MATCH LINE - SEE SHEET C2.29 ENTIRE SHEET ASI 020 20 11/08/2018 Meridian City Council Meeting Agenda December 4, 2018 – Page 259 of 445 Si t e S e c t i o n s C2.57 1 Site Section - Maintenance Building Access Road (Temporary) Scale: NTS Pr o j e c t N a m e : Fi l e L o c a t i o n : g: \ 2 0 1 6 \ 1 1 6 0 0 7 \ c a d \ _ c d c a d \ 1 1 6 0 0 7 c d c 2 . 5 5 s i t e s e c t i o n s . d w g La s t P l o t t e d B y : ji m g u t e Da t e P l o t t e d : Th u r s d a y , N o v e m b e r 8 2 0 1 8 a t 0 6 : 4 6 P M Re v i s i o n s Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d h e r e i n m a y n o t b e c o p i e d o r r e p r o d u c e d wi t h o u t e x p r e s s w r i t t e n p e r m i s s i o n o f T h e L a n d G r o u p , I n c . Un a u t h o r i z e d d i s c l o s u r e o r c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y c o p y r i g h t l a w . Date of Issuance: Project No.: Designed by: Checked by: Sheet No.: Sh e e t T i t l e : 17 . 0 9 . 0 4 . 2 0 1 8 A S I 1 7 18 . 0 9 . 1 3 . 2 0 1 8 A S I 1 8 19 . 1 0 . 1 1 . 2 0 1 8 A S I 1 9 20 . 1 1 . 0 8 . 2 0 1 8 A S I 2 0 JWG/BRS/DJK TLG 06.21.2018 116007 So u t h M e r i d i a n R e g i o n a l P a r k Ci t y o f M e r i d i a n Co n s t r u c t i o n D r a w i n g s Me r i d i a n ID EXISTING GROUND SURFACE (SHOWN APPROX.) FINISHED GRADE SURFACE (SHOWN APPROX., SEE GRADING PLAN) 9-IN MIN. DEPTH SUBBASE COURSE PER SPECIFICATION SECTION 31 20 00 ANTICIPATED BOTTOM OF CL SOIL 12.5'12.5' 25' CONTECH C-200 WOVEN GEOTEXTILE FABRIC (OR ENGINEER APPROVED EQUIVALENT), INSTALL PER MANUFACTURER'S RECOMMENDATIONS PROOF-ROLL EXISTING CLAY SUBGRADE WITH 5-TON STATIC DRUM ROLLER. EXCAVATE OBSERVED UNSTABLE AREAS AND REPLACE WITH SUBBASE COURSE MATERIAL. INSTALL GEOTEXTILE FABRIC AFTER PROOF ROLLING IS COMPLETED. 2%2% 4:1 4:1 2 Site Section - Maintenance Building Site Scale: NTS EXISTING GROUND SURFACE (SHOWN APPROX.) FINISHED GRADE SURFACE (SHOWN APPROX., SEE GRADING PLAN) 12-IN MIN. DEPTH SUBBASE COURSE PER SPECIFICATION SECTION 31 20 00 ANTICIPATED BOTTOM OF CL SOIL VARIES (SEE PLAN)1.5% 4:1 4:1 VARIES (SEE PLAN) SUBGRADE PER SPECIFICATION SECTION 32 20 00 EXCAVATION LIMIT MIN. 2.5-FT BELOW EXISTING GROUND SURFACE PER SPECIFICATION SECTION 31 20 00 BASE COURSE PER SPECIFICATION SECTION 31 20 00 12-IN DEPTH SUBBASE COURSE PER SPECIFICATION SECTION 31 20 00 GRANULAR STRUCTURAL FILL AS REQUIRED BY SITE CONDITIONS, INSTALL PER SUBBASE COURSE REQUIREMENTS PER SPECIFICATION SECTION 31 20 00 BASE COURSE PER SPECIFICATION SECTION 31 20 00 HEAVY DUTY CONCRETE PAVEMENT PER SPECIFICATION SECTION 32 13 13 12'8'44' SUBGRADE PREPARATION AND EARTHWORK PER STRUCTURAL ENGINEER AND SPECIFICATION SECTION 31 20 00 (BUILDING SHOWN APPROX.) ENTIRE SHEET ASI 020 20 3-IN MIN. DEPTH BASE COURSE PER SPECIFICATION SECTION 31 20 00 GRANULAR STRUCTURAL FILL AS REQUIRED BY SITE CONDITIONS, INSTALL PER SUBBASE COURSE REQUIREMENTS PER SPECIFICATION SECTION 31 20 00 11/08/2018 Meridian City Council Meeting Agenda December 4, 2018 – Page 260 of 445 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G X X X X X X X X X EG EG EG EG EG EG EG EG EG EG E G EG 15'' G I R R GI R R GI R R 12''GIRR12''GIRR12''GIRR12''GIRR 1 2 ' ' G I R R 1 2 ' ' G I R R 1 2 ' ' G I R R 1 2 ' ' G I R R 1 2 ' ' G I R R EG EG EG EG EG EG EG EG EG EG EG EG EG E G E G E G E G E G E G E G EG EG EG EG EG EG EG EG EG EG EG FG: 2745.38 274 5 274 6 274 7 27 4 4 FG: 2746.14 FG: 2746.07 27 4 5 274 6 GB FG: 2745.15 10+0 0 11+00 12+00 2745 2746 2745 2 7 4 6 S T A : 1 0 + 2 4 . 7 8 , O F F : 1 2 . 5 0 ' L E O G : 2 7 4 5 . 6 2 S T A : 1 0 + 4 9 . 4 0 , O F F : 1 2 . 5 0 ' R E O G : 2 7 4 6 . 0 0 STA: 11+85.42, OFF: 12.50'L EOG: 2745.40 STA: 11+85.42, OFF: 12.50'R EOG: 2745.40 STA: 10+50, OFF: 0.00' EOG: 2746.26 S T A : 1 0 + 5 0 , O F F : 1 2 . 5 0 ' L E O G : 2 7 4 6 . 0 1 STA: 10+11.70, OFF: 22.10'L EOG: 2745.34 STA: 10+34.52, OFF: 33.82'R EOG: 2745.01 STA: 11+85.31, OFF: 0.00' EOG: 2745.66 Pr o j e c t N a m e : Fi l e L o c a t i o n : g: \ 2 0 1 6 \ 1 1 6 0 0 7 \ c a d \ _ c d c a d \ 1 1 6 0 0 7 c d c 4 . 0 0 s i t e g r a d i n g . d w g La s t P l o t t e d B y : ji m g u t e Da t e P l o t t e d : Th u r s d a y , N o v e m b e r 8 2 0 1 8 a t 0 6 : 3 7 P M Re v i s i o n s Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d h e r e i n m a y n o t b e c o p i e d o r r e p r o d u c e d wi t h o u t e x p r e s s w r i t t e n p e r m i s s i o n o f T h e L a n d G r o u p , I n c . Un a u t h o r i z e d d i s c l o s u r e o r c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y c o p y r i g h t l a w . Date of Issuance: Project No.: Designed by: Checked by: Sheet No.: Sh e e t T i t l e : 17 . 0 9 . 0 4 . 2 0 1 8 A S I 1 7 18 . 0 9 . 1 3 . 2 0 1 8 A S I 1 8 19 . 1 0 . 1 1 . 2 0 1 8 A S I 1 9 20 . 1 1 . 0 8 . 2 0 1 8 A S I 2 0 JWG/BRS/DJK TLG 06.21.2018 116007 So u t h M e r i d i a n R e g i o n a l P a r k Ci t y o f M e r i d i a n Co n s t r u c t i o n D r a w i n g s Me r i d i a n ID HORIZONTAL SCALE: 1" = 20' Grading Area J 20'40'0 Gr a d i n g A r e a J MA T C H L I N E - S E E S H E E T C 4 . 1 1 MATCH LINE - SEE SHEET C4.08 Grading Notes: General Grading Notes: 1.ALL CUT AND FILL SUB GRADES SHALL BE PER THE FINISHED GRADING PLANS AND SECTIONS. 2.ALL FILL SHALL MEET THE GRADING LIMITS SPECIFIED WITH THE GEOTECHNICAL REPORT PROVIDED BY STRATA, AND PLACED AND COMPACTED PER CONTROLLED MOISTURE AND DENSITY CONDITIONS. 3.IF APPROVED SUFFICIENT GRAVEL QUANTITY IS NOT AVAILABLE THROUGH ON-SITE GRADING AS PROPOSED, THEN APPROVED IMPORTED STRUCTURAL FILL SHALL BE USED TO ESTABLISH SUB GRADES. 4.ALL FILL AND BACKFILL SHALL BE APPROVED BY THE CONSTRUCTION MANAGER AND STRATA GEOTECHNICAL ENGINEER, MOISTURE-CONDITIONED TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT, AND PLACED IN UNIFORM LIFTS OF SUITABLE THICKNESS FOR THE COMPACTION EQUIPMENT. Grading Legend: CURB & CATCH PLATE GUTTER PER DETAIL 5/C2.50. CURB & REVERSE PLATE GUTTER PER DETAIL 6/C2.50. GRADE BREAK C4.10 1.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT UDIG AT 811 OR (1-800-342-1585) FOR EXACT LOCATIONS A MINIMUM OF TWO FULL BUSINESS DAYS PRIOR TO EXCAVATION. 2.CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 3.ALL WORK SHALL BE DONE IN ACCORDANCE THE LATEST EDITION OF IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) SPECIFICATIONS AND DRAWINGS. 4.SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS: FF-FINISH FLOOR FG-FINISH GRADE GB-GRADE BREAK LIP-LIP OF GUTTER MX-MATCH EXISTING RIM-RIM OF STRUCTURE TBC-TOP BACK OF CURB TC-TOP OF CONCRETE HP-HIGH POINT 3.LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 1.5%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION. 4.SLOPE WITHIN ADA ACCESSIBLE PARKING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION. GB MA T C H L I N E - S E E S H E E T C 4 . 1 7 ASI 020 20 11/08/2018 Meridian City Council Meeting Agenda December 4, 2018 – Page 261 of 445 F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L FL N0 0 ° 0 1 ' 4 2 " W 2 6 7 2 . 7 6 ' F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L F L FL N0 0 ° 0 1 ' 4 2 " W 2 6 7 2 . 7 6 ' EG EG E G E G E G E G E G E G E G E G E G EG EG EG EG EG E G E G E G E G E G E G E G E G E G EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG 12' ' S D 27 4 4 274 4 27 4 3 27 4 5 2743 274 4 2744 13+0014+00 15+ 0 0 16 + 0 0 17 + 0 0 17 + 2 5 . 0 9 G B GB GBG B G B G B G B G B G B IE OUT: 2743.00 FG: 2745.55 FG: 2745.84 FG: 2745.93 FG: 2745.54 FG: 2745.93 FG: 2744.31 TC: 2746.14TC: 2746.26 TC: 2746.14 TC: 2746.26 2. 2 % 3.2% 2 . 4 % 2.0% 2. 5 % 1.5% IE IN: 2743.23 44-LF OF 12-IN HDPE AT -0.52% 2745 2746 27 4 6 2746 2745 2744 2743 27 4 3 27 4 4 27 4 5 FG: 2745.50 2744 2745 2744 STA: 14+60, OFF: 12.50'L EOG: 2744.17 ST A : 1 4 + 6 0 , O F F : 1 2 . 5 0 ' R EO G : 2 7 4 4 . 1 7 ST A : 1 4 + 7 0 . 2 7 , O F F : 1 2 . 5 0 ' R EO G : 2 7 4 4 . 3 5 STA: 14+70.31, OFF: 12.50'L EOG: 2744.35 STA: 15+20.12, OFF: 12.50'L EOG: 2745.25 STA: 15+20.06, OFF: 12.95'R EOG: 2745.27 STA: 15+16.99, OFF: 12.50'R EOG: 2745.19 2.0%1.5% STA: 16+14.02, OFF: 12.50'L EOG: 2745.25 STA: 16+94.02, OFF: 12.50'L EOG: 2744.05 STA: 16+94.02, OFF: 0.00' EOG: 2744.30 GB GB Pr o j e c t N a m e : Fi l e L o c a t i o n : g: \ 2 0 1 6 \ 1 1 6 0 0 7 \ c a d \ _ c d c a d \ 1 1 6 0 0 7 c d c 4 . 0 0 s i t e g r a d i n g . d w g La s t P l o t t e d B y : ji m g u t e Da t e P l o t t e d : Th u r s d a y , N o v e m b e r 8 2 0 1 8 a t 0 6 : 3 7 P M Re v i s i o n s Th i s d o c u m e n t a n d t h e i n f o r m a t i o n c o n t a i n e d h e r e i n m a y n o t b e c o p i e d o r r e p r o d u c e d wi t h o u t e x p r e s s w r i t t e n p e r m i s s i o n o f T h e L a n d G r o u p , I n c . Un a u t h o r i z e d d i s c l o s u r e o r c o n s t r u c t i o n u s e a r e p r o h i b i t e d b y c o p y r i g h t l a w . Date of Issuance: Project No.: Designed by: Checked by: Sheet No.: Sh e e t T i t l e : 17 . 0 9 . 0 4 . 2 0 1 8 A S I 1 7 18 . 0 9 . 1 3 . 2 0 1 8 A S I 1 8 19 . 1 0 . 1 1 . 2 0 1 8 A S I 1 9 20 . 1 1 . 0 8 . 2 0 1 8 A S I 2 0 JWG/BRS/DJK TLG 06.21.2018 116007 So u t h M e r i d i a n R e g i o n a l P a r k Ci t y o f M e r i d i a n Co n s t r u c t i o n D r a w i n g s Me r i d i a n ID HORIZONTAL SCALE: 1" = 20' Grading Area L 20'40'0 Gr a d i n g A r e a L MA T C H L I N E - S E E S H E E T C 4 . 1 0 MATCH LINE - SEE SHEET C4.08 Grading Notes: General Grading Notes: 1.ALL CUT AND FILL SUB GRADES SHALL BE PER THE FINISHED GRADING PLANS AND SECTIONS. 2.ALL FILL SHALL MEET THE GRADING LIMITS SPECIFIED WITH THE GEOTECHNICAL REPORT PROVIDED BY STRATA, AND PLACED AND COMPACTED PER CONTROLLED MOISTURE AND DENSITY CONDITIONS. 3.IF APPROVED SUFFICIENT GRAVEL QUANTITY IS NOT AVAILABLE THROUGH ON-SITE GRADING AS PROPOSED, THEN APPROVED IMPORTED STRUCTURAL FILL SHALL BE USED TO ESTABLISH SUB GRADES. 4.ALL FILL AND BACKFILL SHALL BE APPROVED BY THE CONSTRUCTION MANAGER AND STRATA GEOTECHNICAL ENGINEER, MOISTURE-CONDITIONED TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT, AND PLACED IN UNIFORM LIFTS OF SUITABLE THICKNESS FOR THE COMPACTION EQUIPMENT. Grading Legend: CURB & CATCH PLATE GUTTER PER DETAIL 5/C2.50. CURB & REVERSE PLATE GUTTER PER DETAIL 6/C2.50. GRADE BREAK C4.17 1.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT UDIG AT 811 OR (1-800-342-1585) FOR EXACT LOCATIONS A MINIMUM OF TWO FULL BUSINESS DAYS PRIOR TO EXCAVATION. 2.CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 3.ALL WORK SHALL BE DONE IN ACCORDANCE THE LATEST EDITION OF IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) SPECIFICATIONS AND DRAWINGS. 4.SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS: FF-FINISH FLOOR FG-FINISH GRADE GB-GRADE BREAK LIP-LIP OF GUTTER MX-MATCH EXISTING RIM-RIM OF STRUCTURE TBC-TOP BACK OF CURB TC-TOP OF CONCRETE HP-HIGH POINT 3.LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 1.5%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION. 4.SLOPE WITHIN ADA ACCESSIBLE PARKING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION. GBFF = 2746.26 ENTIRE SHEET ASI 020 20 2 C2.57 1 C2.57 11/08/2018 Meridian City Council Meeting Agenda December 4, 2018 – Page 262 of 445