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Home My WebLink AboutJOCELYN-P2-AGENCY APPROVED (4-22-21) V1JOCELYN PARK SUBDIVISION NO. 2 (208) 288-2040 fax (208) 288-2557 MERIDIAN, ID 83642 231 E. 5TH ST., STE. A www.landsolutions.biz BOOK ____ , PAGE _____ SHEET 1 OF 3 Land Surveying and Consulting LOCATED IN THE NE 1/4 OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 CLINTON W. HANSEN PLS 11118 SURVEYOR'S NARRATIVE LEGEND NOTES PLASTIC CAP SET 5/8" REBAR WITH PLS 11118 FOUND ALUMINUM CAP MONUMENT SECTION LINE PLASTIC CAP SET 1/2" REBAR WITH PLS 11118 CENTER LINE FOUND 1/2" REBAR, PLS 11118 FOUND 5/8" REBAR, PLS 11118 OR AS NOTED 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISON. 4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY NAMPA & MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA & MERIDIAN IRRIGATION DISTRICT. 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL. 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 8. LOT 37, BLOCK 3 IS A COMMON LOT TO BE OWNED AND MAINTAINED BY THE JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. SAID LOT IS COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION. 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH STATES THAT NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. ____-______, RECORDS OF ADA COUNTY, IDAHO. 11. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR JOCELYN PARK SUBDIVISION NO. 2, RECORDED AS INSTRUMENT NO. ____-______, RECORDS OF ADA COUNTY, IDAHO. SUBDIVISION BOUNDARY LINE LOT LINE LOT NUMBER SURVEY TIE LINE SHEET 2 OF 3 BOOK ____ , PAGE _____ CERTIFICATE OF SURVEYOR CERTIFICATE OF OWNERS CLINTON W. HANSEN PLS 11118 ACKNOWLEDGMENT I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF JOCELYN PARK SUBDIVISION NO. 2; A PARCEL OF LAND BEING A PORTION OF THE NE ¼ OF SECTION 25, T.3N., R.1W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND A PARCEL PREVIOUSLY DEDICATED AS PUBLIC RIGHT-OF-WAY PER THE PLAT OF MERIDIAN HEIGHTS NO. 2 SUBDIVISION, AS SHOWN IN BOOK 41 OF PLATS ON PAGES 3353 AND 3354, RECORDS OF ADA COUNTY, IDAHO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NE CORNER OF THE NW ¼ OF THE NE ¼ (E 1/16 CORNER) OF SAID SECTION 25, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE NW CORNER OF THE NE ¼ OF SAID SECTION BEARS NORTH 89°20'48” WEST A DISTANCE OF 1319.53 FEET; THENCE SOUTH 89°21'45” EAST ALONG THE NORTH BOUNDARY OF THE NE ¼ OF SAID NE ¼ A DISTANCE OF 237.27 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY SOUTH 0°26'03” WEST A DISTANCE OF 460.88 FEET TO AN ANGLE POINT ON THE EASTERLY BOUNDARY OF JOCELYN PARK SUBDIVISION NO. 1, AS SHOWN IN BOOK _____ OF PLATS ON PAGES ________ THROUGH ________, RECORDS OF ADA COUNTY, IDAHO, SAID POINT ALSO BEING ON THE WESTERLY BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 2 SUBDIVISION, AND THE POINT OF BEGINNING; THENCE ALONG SAID WESTERLY SUBDIVISION BOUNDARY AND THE EXTENSION THEREOF SOUTH 0°26'03” WEST (FORMERLY SOUTH 0°04'50” WEST) A DISTANCE OF 574.15 FEET TO THE SOUTHWESTERLY CORNER OF LOT 9, BLOCK 9 OF SAID MERIDIAN HEIGHTS NO. 2 SUBDIVISION; THENCE LEAVING SAID WESTERLY BOUNDARY NORTH 89°33'57” WEST A DISTANCE OF 81.00 FEET TO A POINT OF CURVATURE; THENCE A DISTANCE OF 11.59 FEET ALONG THE ARC OF A 19.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 34°56'47” AND A LONG CHORD BEARING NORTH 72°05'33” WEST A DISTANCE OF 11.41 FEET TO A POINT; THENCE NORTH 0°25'17” EAST A DISTANCE OF 8.30 FEET TO A POINT; THENCE NORTH 70°18'38” WEST A DISTANCE OF 8.34 FEET TO A POINT ON A CURVE; THENCE A DISTANCE OF 3.04 FEET ALONG THE ARC OF A 19.00 FOOT RADIUS NON-TANGENT CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 9°09'34” AND A LONG CHORD BEARING NORTH 4°09'29” WEST A DISTANCE OF 3.03 FEET TO AN ANGLE POINT ON THE EASTERLY BOUNDARY OF SAID JOCELYN PARK SUBDIVISION NO. 1; THENCE ALONG SAID EASTERLY BOUNDARY THE FOLLOWING COURSES AND DISTANCES: THENCE NORTH 89°33'20” WEST A DISTANCE OF 47.00 FEET TO A POINT; THENCE NORTH 0°25'17” EAST A DISTANCE OF 2.47 FEET TO A POINT; THENCE NORTH 89°32'00” WEST A DISTANCE OF 99.50 FEET TO A POINT; THENCE NORTH 0°25'17” EAST A DISTANCE OF 372.57 FEET TO A POINT; THENCE NORTH 22°59'01” WEST A DISTANCE OF 99.07 FEET TO A POINT; THENCE NORTH 40°14'57” EAST A DISTANCE OF 98.42 FEET TO A POINT; THENCE NORTH 64°33'25” EAST A DISTANCE OF 76.26 FEET TO A POINT; THENCE NORTH 89°10'29” EAST A DISTANCE OF 23.31 FEET TO A POINT; THENCE SOUTH 81°25'03” EAST A DISTANCE OF 132.35 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 3.27 ACRES, MORE OR LESS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS ____ DAY OF _________________________ , 20___. CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY ____________________________________________________________ BY , MANAGER (208) 288-2040 fax (208) 288-2557 MERIDIAN, ID 83642 231 E. 5TH ST., STE. A www.landsolutions.biz Land Surveying and Consulting BOOK ____ , PAGE _____ (208) 288-2040 fax (208) 288-2557 MERIDIAN, ID 83642 231 E. 5TH ST., STE. A www.landsolutions.biz SHEET 3 OF 3 Land Surveying and Consulting APPROVAL OF ADA COUNTY HIGHWAY DISTRICT PRESIDENT, ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF THE COUNTY TREASURER CERTIFICATE OF THE COUNTY SURVEYOR ADA COUNTY SURVEYOR DATE: ______________________ ______________________________________________ COUNTY TREASURER CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO COUNTY OF ADA S.S. I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT ____ MINUTES PAST ___ O'CLOCK __ .M. ON DEPUTY EX-OFFICIO RECORDER THIS ____ DAY OF __________________ , 20___, IN BOOK ____ OF PLATS AT PAGES _______________. INSTRUMENT NO. ______________________ APPROVAL OF CITY COUNCIL CITY CLERK I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. CITY ENGINEER ~ MERIDIAN, IDAHO APPROVAL OF THE CITY ENGINEER HEALTH CERTIFICATE CENTRAL DISTRICT HEALTH, EHS DATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. FEE: ______________________ I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE ____ DAY OF ____________ , 20___, THIS PLAT WAS DULY ACCEPTED AND APPROVED. THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE ____ DAY OF ___________ , 20___. I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. CLINTON W. HANSEN PLS 11118 JOCELYN PARK SUBDIVISION NO. 2 02/17/22 FPS-2022-0003 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil NO. REVISION DATE PREPARED BY: PROJECT MANAGER: JOB NUMBER: PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC. - RKE SHEET NUMBER: SHEET TITLE: DATE: IDB2100 OWNER: PROJECT TITLE: JOCELYN PARK SUBDIVISION PHASE 2 MERIDIAN, ID HAYDEN HOMES IDAHO, LLC P R O F E S S I O N A L E O H A D I F O E T A T S E R I C K S O 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil NO. REVISION DATE PREPARED BY: PROJECT MANAGER: JOB NUMBER: PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC. - RKE SHEET NUMBER: SHEET TITLE: DATE: IDB2100 OWNER: PROJECT TITLE: JOCELYN PARK SUBDIVISION PHASE 2 MERIDIAN, ID HAYDEN HOMES IDAHO, LLC P R O F E S S I O N A L E O H A D I F O E T A T S E R I C K S O TR CP# 1 DESC: 1.5" ALUM. CAP N: 696429.1290 E: 2453113.4130 EL: 2656.812 CP# 2 DESC: 5 8"REBAR N: 696434.4543 E: 2452646.3333 EL: 2661.199 CP# 3 DESC: 5 8"REBAR N: 696048.4977 E: 2453104.7246 EL: 2662.957 CP# 4 DESC: 5 8"REBAR N: 695431.5283 E: 2453343.1273 EL: 2672.251 CP# 5 DESC: 5 8"REBAR N: 695367.2422 E: 2453242.6372 EL: 2669.145 CP# 6 DESC: 5 8"REBAR N: 695450.4475 E: 2452860.3842 EL: 2668.317 CP# 7 DESC: 5 8"REBAR N: 695960.6613 E: 2452743.8238 EL: 2659.521 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil NO. REVISION DATE PREPARED BY: PROJECT MANAGER: -2.9:1 -3.4:1 -2.8:1 -2.9:1 -2.9:1 -3.2:1 -3.3:1 -3.4:1 -3.0:1 -3.4% -3.2% -3.0% -2.0% -2.4% -2.6% -17.1% S. GARIBALDI PL. FG-MATCH: 2676.77 FG-MATCH: 2676.45 FG-MATCH: 2676.99 FG-MATCH: 2677.11 FG-MATCH: 2678.41 FG-MATCH: 2678.46 FG-MATCH: 2677.65 FG-MATCH: 2678.51 -1.00% FG: 2668.69 FG: 2673.71 FG: 2668.85 FG: 2673.71 FG: 2669.02 FG: 2674.21 FG: 2669.18 FG: 2674.21 FG: 2669.21 FG: 2675.21 -1.16% -1.00% -1.00% -1.00% -1.00% -1.00% -1.00% -0.50% -0.50% -0.50% -0.50% -0.50% -0.50% -0.50% FG: 2669.96 FG: 2675.21 FG: 2670.29 FG: 2675.21 FG: 2675.21 FG: 2675.21 FG: 2667.79 FG: 2667.95 FG: 2668.12 FG: 2668.28 -3.0:1 -3.6:1 -3.3:1 -3.3:1 -3.8:1 W. WINNIPEG ST. FG-MATCH: 2672.35 FG-MATCH: 2673.53 FG-MATCH: 2674.??? 51 FG-MATCH: 2674.69 FG-MATCH: 2676.20 FG: 2669.49 FG: 2670.71 FG: 2669.11 FG: 2671.71 FG: 2668.73 FG: 2672.21 FG: 2668.53 FG: 2673.21 -1.00% -1.00% -1.00% -1.00% -1.00% -0.50% -0.50% -0.50% -0.50% FG: 2669.88 FG: 2669.88 FG: 2668.98 FG: 2668.59 FG: 2668.21 FG: 2667.83 FG: 2667.63 FG: 2667.69 FG: 2667.68 FG: 2668.06 FG: 2668.44 FG: 2668.82 FG: 2669.20 FG: 2668.70 FG: 2668.32 FG: 2667.94 FG: 2667.61 FG: 2665.67 FG: 2667.23 FG: 2666.27 FG: 2665.28 FG: 2667.25 FG: 2669.24 FG: 2669.32 FG: 2670.89 S. GARIBALDI PL. 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956 c.208.867.3954 C/L ROW 2.5" THICKNESS OF PLANT MIX PAVEMENT (1/2" SP-3 MIX DESIGN 58-28) COMPACTED TO 95% OF MAX THEORETICAL DENSITY 4.0" THICKNESS OF 3 4" MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 14.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 2.00' 16.50' ROW 47.00' ROW 33.00' TRC TO TRC 10.00' PUID EASEMENT NOTES 1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS, AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS APPLICABLE THERETO. 2. THE ASPHALT PAVEMENT MIX DESIGN SHALL BE A SUPERPAVE 1/2" MIX DESIGN (PG-58-28) AND MEET THE REQUIREMENTS OF SP-3 PER ISPWC SECTION 810 "PLANT MIX PAVEMENT". 3. AGGREGATE BASE MATERIALS (3/4"MINUS CRUSHED AGGREGATE & 6" MINUS UNCRUSHED AGGREGATE) MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. 4. ALL SUBGRADES, STRUCTURAL FILL MATERIALS AND PLACEMENTS SHALL BE APPROVED BY ACHD PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. 5. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. 6. THE ROADWAY SUBGRADE SHALL EXTEND 6-INCHES BEHIND THE BACK OF CURB. 5.00' 2% 2% 2.00' 3" ROLLED CURB (TRC) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702 0.50' TYP. 1.75% +/- 0.25% CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 2.00' 16.50' 10.00' PUID EASEMENT 2.00' 5.00' 3" ROLLED CURB (TRC) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702 0.50' TYP. 1.75% +/- 0.25% CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com 2656 2660 2664 2668 2672 2676 2680 2656 2660 2664 2668 2672 2676 2680 0+80 1+00 2+00 3+00 4+00 5+00 6+00 6+60 0+80 1+00 2+00 3+00 4+00 5+00 6+00 6+60 1.50% -1.06% 0.40% -0.93% -0.93% GB STA = 1+42.49 EL = 2669.20 GB STA = 1+46.03 EL = 2669.17 GB STA = 3+20.00 EL = 2667.55 GB STA = 5+03.97 EL = 2668.29 GB STA = 5+65.33 EL = 2669.21 GB STA = 6+11.33 EL = 2668.72 1.9% 1+42.49 MATCH P1 AC CL EL:2669.10 S. GARIBALDI PL. W. WINNIPEG ST. 0+70 1+00 3+00 4+00 5+00 6+00 6+20 1+46.03 CL: 2669.17 3+19.95 CL: 2667.55 5+03.97 CL: 2668.29 5+65.33 CL: 2669.21 6+11.33 CL: 2668.72 1+42.49, 16.50' R TRC-MATCH: 2669.12 5+03.97, 16.50' R TRC: 2668.20 5+26.32, 27.97' R TRC: 2668.35 6+13.33, 0.00' TRC: 2668.93 5+03.97, 16.50' L TRC: 2668.20 5+26.32, 27.97' L 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil NO. REVISION DATE PREPARED BY: PROJECT MANAGER: JOB NUMBER: PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC. - RKE SHEET NUMBER: SHEET TITLE: DATE: IDB2100 OWNER: PROJECT TITLE: JOCELYN PARK SUBDIVISION PHASE 2 MERIDIAN, ID HAYDEN HOMES IDAHO, LLC P R O F E S S I O N A L E O H A D I F O E T A T S E R I C K S O 2658 2660 2664 2668 2672 2658 2660 2664 2668 2672 0+60 1+00 2+00 3+00 3+40 0+60 1+00 2+00 3+00 3+40 154.72' OF 16" C-905 PVC @ 0.152% DI-P2-2A 3+19.95, -14.50L RIM: 2667.26 12" IE OUT: 2664.26 (E) DI-P2-2B 3+19.95, 14.50R RIM: 2667.26 12" IE OUT: 2664.26 (W) SDMH-P2-1A 3+19.95, -5.00L RIM: 2667.45 12" IE IN: 2664.16 12" IE IN: 2664.16 16" IE OUT: 2663.91 EXISTING 1000 GAL S&G TRAP P1-3 1+63.23 16" IE: 2663.67 REMOVE CAP AND MARKER CONNECT TO EXISTING 16" C-905 STORM DRAIN PROPOSED GRADE @ STORM DRAIN CENTERLINE APPROXIMATE EXISTING GRADE @ STORM DRAIN CENTERLINE EXISTING 16" C-905 STORM DRAIN S. GARIBALDI PL. W. WINNIPEG ST. 0+70 1+00 2+00 3+00 SDMH-P2-1A 3+19.95, -5.00L RIM: 2667.45 12" IE IN: 2664.16 (E) 12" IE IN: 2664.16 (W) 16" IE OUT: 2663.91 (S) 154.72' OF 16" C-905 PVC @ 0.152% V100: 2.5 FPS DI-P2-2B 3+19.95, 14.50R RIM: 2667.26 12" IE OUT: 2664.26 (W) QP100: 1.13 CFS 17.50' OF 12" C-900 PVC @ 0.557% V100: 3.4 FPS DI-P2-2A 3+19.95, -14.50L 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil NO. REVISION DATE PREPARED BY: PROJECT MANAGER: JOB NUMBER: PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC. - RKE SHEET NUMBER: SHEET TITLE: DATE: IDB2100 OWNER: PROJECT TITLE: JOCELYN PARK SUBDIVISION PHASE 2 MERIDIAN, ID HAYDEN HOMES IDAHO, LLC P R O F E S S I O N A L E O H A D I F O E T A T S E R I C K S O 0+70 1+00 2+00 3+00 4+00 5+00 6+00 SSMH-10 5+00.00, 0.00L RIM: 2668.53 8" IE IN: 2660.40 (N) 8" IE OUT: 2660.30 (S) SSMH-11 6+05.33, 0.00 RIM: 2668.61 8" IE OUT: 2661.11 (S) 4" IE IN: 2661.44 (N, W & E) 4" IE: 2661.70 FG: 2668.20 4" IE: 2662.08 FG: 2668.58 4" IE: 2664.96 FG: 2668.96 4" IE: 2661.32 FG: 2667.82 4" IE: 2661.10 FG: 2667.60 4" IE: 2661.23 FG: 2667.73 4" IE: 2661.28 FG: 2667.89 4" IE: 2661.45 FG: 2668.05 4" IE: 2661.60 FG: 2668.22 4" IE: 2662.55 FG: 2668.50 4" IE: 2662.88 FG: 2668.69 4" IE: 2662.78 FG: 2668.78 4" IE: 2662.09 FG: 2668.54 4" IE: 2661.82 FG: 2668.32 4" IE: 2661.64 FG: 2668.14 4" IE: 2661.49 FG: 2667.99 4" IE: 2661.31 FG: 2667.81 4" IE: 2661.27 FG: 2667.77 4" IE: 2661.62 FG: 2668.12 4" IE: 2661.95 FG: 2668.45 4" IE: 2662.34 FG: 2668.84 N: 695886.28 E: 2453177.48 4" IE: 2664.78 N: 695902.73 E: 2453223.08 4" IE: 2665.02 N: 695878.59 TR CREEK WAY S. CABIN CREEK WAY S. GARIBALDI PL. W. WINNIPEG ST. WILKINS DRAI FARR LATERAL 567.82 LF OF 4" 66.66 LF OF 4" N: 695394.5747 E: 2453330.8464 90° BEND N: 695395.0799 E: 2453264.1879 N: 695962.3763 E: 2453335.1496 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil NO. REVISION DATE PREPARED BY: PROJECT MANAGER: JOB NUMBER: PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC. - RKE SHEET NUMBER: SHEET TITLE: DATE: IDB2100 OWNER: PROJECT TITLE: JOCELYN PARK SUBDIVISION PHASE 2 MERIDIAN, ID HAYDEN HOMES IDAHO, LLC P R O F E S S I O N A L E O H A 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil NO. REVISION DATE PREPARED BY: PROJECT MANAGER: JOB NUMBER: PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC. - RKE SHEET NUMBER: SHEET TITLE: DATE: IDB2100 OWNER: PROJECT TITLE: JOCELYN PARK SUBDIVISION PHASE 2 MERIDIAN, ID HAYDEN HOMES IDAHO, LLC P R O F E S S I O N A L E O H A D I F O E T A T S E R I C K S O TR S. GARIBALDI PL. W. WINNIPEG ST. STREET LIGHT 54678C N: 695537.5696 E: 2453196.8985 TYPE-2 LED FIXTURE 25-FOOT POLE STREET LIGHT 54679C N: 695721.3701 E: 2453245.2503 TYPE-2 LED FIXTURE 25-FOOT POLE STREET LIGHT 54680C N: 695880.2319 E: 2453250.2991 TYPE-2 LED FIXTURE 25-FOOT POLE EXISTING PHASE 1 STREET LIGHT N: 695391.4152 E: 2453256.3048 TYPE-2 LED FIXTURE 25-FOOT POLE 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil NO. REVISION DATE PREPARED BY: PROJECT MANAGER: JOB NUMBER: PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC. - RKE SHEET NUMBER: SHEET TITLE: DATE: IDB2100 OWNER: PROJECT TITLE: JOCELYN PARK SUBDIVISION PHASE 2 MERIDIAN, ID HAYDEN HOMES IDAHO, LLC P R O F E TR S. GARIBALDI PL. W. WINNIPEG ST. 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil NO. REVISION DATE PREPARED BY: PROJECT MANAGER: JOB NUMBER: PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC. - RKE SHEET NUMBER: SHEET TITLE: DATE: IDB2100 OWNER: PROJECT TITLE: JOCELYN PARK SUBDIVISION PHASE 2 MERIDIAN, ID HAYDEN HOMES IDAHO, LLC P R O F E S S I O N A L E O H A D I F O E T A T S E R I C TR 0' 30' 60' 90' 02/17/22 FPS-2022-0003 PART 2 - PRODUCTS 2.1 TOPSOIL A. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoil shall be fertile, friable, natural loam, surface soil, reasonable free of subsoil, clay lumps, brush, weeds, roots, stumps, stones larger than 1 inch in any dimension, and other extraneous or toxic matter harmful to plant growth. 1. Contractor shall send a minimum of three (3) representative topsoil samples for testing. See testing requirements below. Contractor is responsible for whatever soil additives are recommended by the tests. Submit to Architect for approval. Compost will be added to other additives and added regardless of test results. B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other litter, and free of roots, stumps, stones larger than 1 inches in any dimension, and other extraneous or toxic matter harmful to plant growth. 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project site. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth of not less than 4 inches. Do not obtain from bogs or marshes. 2. Composition: Topsoil shall contain from 1 to 20% organic matter as determined by the Organic Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey Investigation Report No. 1. Maximum particle size, 3/4-inch, with maximum 3% retained on 1/4-inch screen. Other components shall conform to the following limits: pH 6.5 to 7.5 Soluble Salts 600 ppm maximum Silt 25-50% Clay 10-30% Sand 20-50% 3. Contractor shall submit representative soil report on imported topsoil proposed for use for approval. Report shall meet standards below. Contractor is responsible for whatever soil additives are recommended by the test. Compost will be in addition to other additives and added regardless of test results. C. Soil Testing 1. Soil tests are required for this project (see above for requirements). Test shall be provided as follows: a. Provide certified analysis at time of sample submitted (three samples imported topsoil). Amend soils per chemist's recommendations and as herein specified unless otherwise approved by Architect. 2. Test shall include, but not limited to recommendations on chemical distributions, organic contents, pH factors, and sieve analysis as necessary. Test #1T by Western Laboratories (1-800-658-3858) is required. 3. Contractor is responsible for whatever soil additives are recommended by the soil testing laboratory. 4. Contractor shall coordinate, obtain and pay for all soil tests. 5. If regenerative noxious weeds are present in the soil, remove all resultant growth including roots throughout one-year period after acceptance of work, at no cost to Owner. 2.2 pH ADJUSTERS A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be used to adjust soil pH. 2.3 SOIL AMENDMENTS A. Compost: Compost: “Cascade Compost” from Cloverdale Nursery (208) 375-5262 and NuSoil Compost (208) 629-6912 or approved equal in equal amounts by volume. B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as to weight, manufacturer, and content. Protect materials from deterioration during delivery and while stored at site. 1. Commercial fertilizer "A" for trees and shrubs during planting; slow release Agriform Planting 5-gram tablets 20-10-5 type or equal. 2. Commercial fertilizer "B" for lawn areas, applied to bed prior to sodding, to be 16-16-17 applied at the rate of ten pounds per acre. 3. Commercial fertilizer "C" for lawn areas three to four weeks after planting sod. Organic Fertilizer Milorganite (6-0-2) type or equal. C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or pre-approved equal. Use in accordance with manufacturer's recommendation on all planting beds. 2.4 PLANT MATERIALS A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for landscape work and complying with recommendations and requirements of ANSI Z60.1 "American Standard for Nursery Stock". B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching configuration recommended by ANSI Z60.1 for type and species required. Single stem trees except where special forms are shown or listed. C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number of canes required by ANSI Z60.1 for type and height of shrub. D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. Dimensions indicate minimum spread for spreading and semi-spreading type evergreens and height for other types, such as globe, dwarf, cone, pyramidal, broad upright, and columnar. Provide normal quality evergreens with well balanced form complying with requirements for other size relationships to the primary dimension shown. 2.5 GRASS MATERIALS A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of weeds and undesirable native grasses. Provide only sod capable of growth and development when planted (viable, not dormant). 1. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. B. Provide sod composed of: Rhizomatous Tall Fescue (RTF) from the The Turf Company, Meridian, ID (208) 888-3760 or approved equal. 2.6 MISCELLANEOUS LANDSCAPE MATERIALS A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers and mix in accordance with manufacturer's instructions. B. Mulch: Mulch for planting beds shall be medium ground bark mulch, free of splinters, consistent in appearance, and shall contain no toxic substance detrimental to plant life. C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles. Provide not less than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, and size to protect tree trunks from damage by wires. SECTION 32 90 00 - LANDSCAPE WORK PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections. 1.2 SUMMARY A. This Section includes provisions for the following items: 1. Trees. 2. Shrubs; Ground cover. 3. Lawns. 4. Topsoil and Soil Amendments. 5. Miscellaneous Landscape Elements. 6. Initial maintenance of landscape materials. B. Related Sections: The following sections contain requirements. 1. Underground sprinkler system is specified in Section 32 84 00 - Irrigation 1.3 QUALITY ASSURANCE A. Subcontract landscape work to a single firm specializing in landscape work. B. Source Quality Control: 1. General: Ship landscape materials with certificates of inspection required by governing authorities. Comply with regulations applicable to landscape materials. 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof of non-availability to Architect, with proposal for use of equivalent material. 3. Analysis and Standards: Package standard products with manufacturer's certified analysis. For other materials, provide analysis by recognized laboratory made in accordance with methods established by the Association of Official Agriculture Chemists, wherever applicable. 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, size, genus, species, and variety shown and scheduled for work complying with recommendations and requirements of ANSI Z60.1 "American Standard for Nursery Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae, and defects such as knots, sun-scald, injuries, abrasions, or disfigurement. 5. Label at least one tree and one shrub of each variety with attached waterproof tag with legible designation of botanical and common name. a. Where formal arrangements or consecutive order of trees or shrubs are shown, select stock for uniform height and spread. 6. Inspection: The Architect may inspect trees and shrubs either at place of growth or at site before planting, for compliance with requirements for genus, species, variety, size, and quality. Architect retains right to further inspect trees and shrubs for size and condition of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from project site. 1.4 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Plant and Material Certifications: 1. Certificates of inspection as required by governmental authorities. 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. 3. Label data substantiating that plants, trees, shrubs and planting materials comply specified requirements. C. Mulch: Submit 1 gal bag of mulch sample for approval. 1.5 DELIVERY, STORAGE AND HANDLING A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against drying and breaking of rolled strips. B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery unless otherwise approved by Architect. Do not bend or bind-tie trees or shrubs in such manner as to damage bark, break branches, or destroy natural shape. Provide protective covering during delivery. Do not drop balled and burlapped stock during delivery. C. Deliver trees and shrubs after preparations for planting have been completed and plant immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and keep roots moist by covering with mulch, burlap or other acceptable means of retaining moisture. E. Do not remove container-grown stock from containers until planting time. F. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage to rootballs during deliver, storage and handling. 1.6 JOB CONDITIONS A. Utilities: Determine location of underground utilities and work in a manner which will avoid possible damage. Hand excavate, as required. Maintain grade stakes until removal is mutually agreed upon by parties concerned. B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill, adverse drainage conditions, or obstructions, notify Architect before planting. C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or recondition to prior conditions at project completion. 1.7 SEQUENCING AND SCHEDULING A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site become available, working within seasonal limitations for each kind of landscape work required. 1. Plant or install all plant materials during normal planting seasons from 15 March to 15 November. 2. Correlate planting with specified maintenance periods to provide maintenance from date of substantial completion. B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting operations. 1.8 SPECIAL PROJECT WARRANTY A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. B. Warranty trees and shrubs, for a period of one year after date of substantial completion, against defects including death and unsatisfactory growth, except for defects resulting from neglect by Owner, abuse or damage by others, or unusual phenomena or incidents beyond Landscape Installer's control. C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during warranty period. Make replacements during growth season following end of warranty period. Replace trees and shrubs which are in doubtful condition at end of warranty period; unless, in opinion of Architect, it is advisable to extend warranty period for a full growing season. PART 3 - EXECUTION 3.1 PREPARATION - GENERAL A. General Contractor shall be responsible for excavating planting areas to appropriate depths for placement of topsoil as specified herein. B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and outline areas and secure Architect's acceptance before start of planting work. Make minor adjustments as may be required. 3.2 PREPARATION OF PLANTING SOIL A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous materials harmful or toxic to plant growth. B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if planting will not follow placing of planting soil in a few days. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. Shrub Areas: 1/3 compost, 2/3 topsoil. Fertilizer: Per soil test and manufacture's recommendations. C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of topsoil and mix thoroughly before planting. 3.3 PREPARATION FOR PLANTING LAWNS A. After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, grades, and elevations shown, after light rolling, addition of amendments, and natural settlement. Place approximately 1/2 of total amount of topsoil required. Work into top of loosened subgrade to create a transition layer and then place remainder of planting soil. Add specified soil amendments as required and mix thoroughly into upper 4 inches of topsoil. 3.4 PREPARATION OF PLANTING BEDS A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or similar equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove stocks, stones, rubbish, and other extraneous matter. B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and elevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specified compost over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately 1/2 of total amount of planting soil required. Work into top of loosened subgrade to create a transition layer, then place remainder of the planting soil. C. Apply Pre-Emergent per manufacturer's recommendation. 3.5 PLANTING TREES AND SHRUBS A. Set balled and burlapped (B&B) stock on layer of compacted planting soil mixture, plumb and in center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. Place fertilizer tablets in excavated area per manufacture's written instructions. When excavation is approximately 2/3 full, water roughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing final layer of backfill. Remove all ties from around base of trunk. B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2 sides with an approved can cutter and remove can; remove bottoms of wooden boxes after partial backfilling so as not to damage root balls. C. Trees planted in turf area: Remove turf 3' dia around tree trunk. Dish top of backfill to allow for mulching. D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into top of backfill and finish level with adjacent finish grades. 1. Provide 3 inches thickness of mulch. E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide an adequate film over trunks, branches, stems, twigs and foliage. F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. Prune trees to retain required height and spread. Unless otherwise directed by Architect, do not cut tree leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to retain natural character. G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. H. Guy and stake trees immediately after planting, as indicated. I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply as necessary for elimination of weeds. 3.6 SODDING NEW LAWNS A. General: Install lawn sod in all areas designated on the drawings. B. Soil Preparation 1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a depth of eight (8) inches by approved means, then finish graded as hereinbefore described. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. D. Sod Placement 1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod beds. Sod layers shall be experienced, or if inexperienced, shall be constantly supervised by an experienced foreman. The Contractor shall insure that the base immediately ahead of sod layer is moist. Sod shall be laid tight with not gaps. Allowance shall be made for shrinkage. Lay sod with long edges perpendicular to primary slope. 2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into minor cracks between pieces; remove excess to avoid smothering of adjacent grass. 3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure proper contact between soil and sod. Final rolling must provide a uniform surface. After final rolling, the sod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform, healthy and vigorous growth with no dry or dead spots. 4. Add fertilizer "B" at the manufacturer's recommended application rate. E. Water sod thoroughly with a fine spray immediately after planting. F. Sodded Lawn Establishment 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of sod lawn areas until Final Acceptance of the project. 2. Mowing shall be done by an approved "reel" type mower. Mower blades shall be set at two (2) inches high for all mowings. 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per the Manufacturer's recommended application rate. Verify all methods of application. Contractor shall notify the Architect in writing that the fertilizer applications have occurred and on what dates. 3.7 MAINTENANCE A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project Final Acceptance. B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for healthy growth. Restore planting saucers. Tighten and repair stake and guy supports and reset trees and shrubs to proper grades or vertical position as required. Restore or replace damaged wrappings. Spray as required to keep trees and shrubs free of insects and disease. C. Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operations such as tolling, regrading and replanting as required to establish a smooth, acceptable lawn, free of eroded or bare areas. D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable lawn. 3.8 CLEANUP AND PROTECTION A. During landscape work, keep pavements clean and work area in an orderly condition. B. Protect landscape work and materials from damage due to landscape operations, operations by other contractors and trades, and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. 3.9 INSPECTION AND ACCEPTANCE A. When landscape work is completed, including maintenance, Architect will, upon request, make an inspection to determine acceptability. B. When inspected landscape work does not comply with requirements, replace rejected work and continue specified maintenance until reinspected by Architect and found to be acceptable. Remove rejected plants and materials promptly from project site. END OF SECTION E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). G. Filter: Netafim Model DF075-120, 3/4" filter; one per drip zone. H. Air Relief Valve: Netafim Model TLAVRV, 2.5 MISCELLANEOUS A. Chemicals: primer and solvent glue as required by pipe manufacturer. B. Valve box - high impact plastic, green in color. C. Valve cover and frame - compatible with valve box with provision for locking. D. Drainage backfill - clean gravel or crushed stone, graded from 3" maximum to 3/4" minimum. PART 3 - EXECUTION 3.1 GENERAL A. Install system to provide for adequate protection against freeze damage. B. Install system in accordance with approved Contractor design drawings. All deviations from the plans must be approved, and clearly recorded on record drawing. C. Install system and components in strict accordance with manufacturer's recommendations. D. Install quick coupler(s) on main supply line, approximately equal spacing, at valve box locations or intervals of approximately 200 feet, whichever is greater. Locate adjacent to paved surfaces, at valve boxes where practical. 3.2 SURFACE CONDITIONS A. Examine the areas and conditions under which work will be performed. Notify Contractor of conditions detrimental to timely and proper completion of Section work. Do not proceed until unsatisfactory conditions are corrected. B. Locate all underground utilities and structures and notify Architect of any conflict with Section work. Protect structures and utilities. Repair or replace said structures or utilities damaged by this work at no cost to the Owner. 3.3 SLEEVING A. Sleeving installed by others. Coordinate with other trades. 3.4 TRENCHING AND BACKFILLING A. Trenching and backfilling shall be per applicable ISPWC Section. B. Cut trenches straight and without abrupt grade changes to allow the following minimum cover: 1. Main Lines and Sleeving: 18 inches. 2. PVC Laterals: 12 inches. C. Surround lines with 2 inches of clean rock-free material on all sides. 3.5 MISCELLANEOUS VALVES A. Install manual drain valves up stream. Install devise at mainline tap in accordance with manufacturer requirements for complete operation. Install backflow provision and connect to controller. 3.6 CIRCUIT VALVES A. Install in valve box, arranged for easy adjustment and removal. 1. Provide union on downstream side. 2. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. 3.7 PIPE INSTALLATION A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust blocks to be used at points of intersection and change of direction in main line pipe as per manufacturer's recommended specifications. Install manual drains. B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, wipe from surface all saw chips, dust, dirt, moisture and any foreign matter which may contaminate the cemented joint. Apply cleaner/primer and solvent cement, make joints in accordance with manufacturer's recommendations. Use Teflon thread sealant (tape) at all threaded joints. C.Contractor shall size pipe according to schedule provided. Flow velocities shall not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed per zone to balance the pressure loss and provide minimum fluctuation in system operating pressures. Pipe Size Pipe Section Pipe Size Pipe Section 3/4" 0-9 GPM 1 1/2" 26-34 GPM 1" 10-17 GPM 2" 35-50 GPM 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM D. Techline Drip Line: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer of specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24" apart max). Coil 20 linear feet at each balled and burlapped tree around base and to allow for tree removal if required. Staple drip line every 36" max. Flush all lines with full head of water prior to installation of flush valves at end of circuit runs. E. Flush Valves: Install flush valve at end of each drip line run. 3.8 SPRINKLER HEADS A. Flush circuit lines with full head of water prior to head installation. 1. Install heads at level with mulch 2. Locate part-circle shrubbery heads to maintain a minimum distance of six inches (6") from walls and four inches (4") from other boundaries unless otherwise indicated. Keep overspray to a minimum. 3.9 CONTROL WIRE INSTALLATION A. Bury wires beside or below main line pipe in same trench. B. Bundle multiple wires together with tape at ten feet (10') maximum intervals. C. Provide 36 inch loop in wires at each valve where controls are connected and at 100' maximum intervals between. D. Make all electrical joints (splices) in boxes only. Make electrical joints waterproof. Scotch-Lock connectors, or approved. 3.10 AUTOMATIC CONTROLLER A. Install on site as approved. Verify location with Owner Representative. B. Install typewritten legend inside controller door. 3.11 TESTING A. Do not allow or cause any work of this Section to be covered up or enclosed until it has been inspected and tested. B. Pressure testing: 1. Make necessary provision for thoroughly bleeding the line of air and debris. 2. Before testing, cap all risers, and install all valves. 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply and test for leakage. Test shall be approved if no greater than 5 psi loss occurs in 15 minutes. 4. Fill all zone lines with water to static pressure. Hold for 15 minutes. Inspect for leakage. 5. Contractor shall provide all required testing equipment and personnel. Test shall be performed in presence of Architect. Contractor shall make notice of test (48) hours in advance. 6. Provide required testing equipment and personnel. 7. Repair leaks, and retest until acceptance by the Architect. C. Coverage inspection: upon completion of all systems, perform a coverage test to determine if coverage of water afforded all areas is complete, adequate and uniform. Change heads, nozzles, orifices and/or adjustment as directed to provide uniform coverage. D. Final inspection: 1. Clean, adjust, and balance all systems. Verify that: a. Remote control valves are properly balanced; b. Heads are properly adjusted for radius and arc of coverage; c. The installed system is workable, clean and efficient. E. Winterization: Winterize system at the end of first season of system operation. Review procedures with Owner Representative. END OF SECTION SECTION 32 84 00 - IRRIGATION (PERFORMANCE) PART 1 - GENERAL 1.1 CONDITIONS AND REQUIREMENTS: A. General and Supplementary Conditions, and Division 1 General Requirements. 1.2 SUMMARY A. Work included: 1. Provide and install a complete and operating automatic irrigation system for all lawn and planting areas. 2. Connect to main water supply at existing site stubout as provided. 3. Sleeving under paved areas (by others) 4. Obtain and pay for all permits and fees for the work of this section. 5. Perform work on a design/construct basis, subject to the requirements of the Contract Documents, applicable codes, and good design practice. 6. Winterization of system. 1.3 SUBMITTALS A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: 1. Manufacturer's printed product information and catalog cut sheets for all system components; five copies. B. Shop Drawings: Submit shop drawings for underground irrigation system including plan layout and details illustrating location and type of head, type and size of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. C. Record Drawings: At completion of this work, submit to the Contractor: 1. Record Drawings; reproducible and five prints. 2. Operations and Maintenance information (2 copies), including: a. Information including descriptive details, parts list, specifications, maintenance schedules and procedures for system components. b. Operation, adjustment of system and components instructions. c. Winterization procedures. d. Schedule indicating required open valve time to produce given precipitation amounts and seasonal adjustments. e. Warranties and guarantees. f. Submit five copies. 1.4 GUARANTEE A. Guarantee in writing all materials, equipment and workmanship furnished to be free of all defects of workmanship and materials. Within one year after date of Substantial Completion repair or replace all defective parts or workmanship that may be found at no additional cost to Owner. B. Fill and repair all depressions and replace all necessary lawn and planting which result from the settlement of irrigation trenches for one year after date of Substantial Completion. C. Supply all manufacturer's printed guarantees. 1.5 QUALITY ASSURANCE A. Contractor shall be licensed in the State in which this work is being performed. B. Contractor shall have at least two years prior experience in projects of equal or larger scope. Provide minimum of three references and list of similar projects with owners' names, addresses, and phone numbers, when requested by Owner. C. Contractor shall employ on site at all times a foreman who is thoroughly experienced and competent in all phases of the work of this Section. 1.6 SYSTEM DESCRIPTION A. Design requirements: 1. Minimum water coverage: Planting areas - 85%, Lawn areas - 100% 2. Layout system to obtain optimum coverage using manufacturer's standard heads. Spray on walks, walls or paved areas is not acceptable. 3. Zoning shall be designed for optimum use of available pressure and efficient distribution for types of plantings and shapes of planting areas. 4. Design pressures: Install pressure regulating equipment as necessary. 5. Provide/install approved fixed tee or coupling device for air blow winterization. Location shall be on main supply line downstream from main shut off valve. 6. Install approved backflow prevention device in conformance with local or prevailing codes, and in approved site location. Provide for drainage without erosive damage. 1.7 EXTRA EQUIPMENT A. In addition to installed system, furnish owner with the following: 1. Valve operating key and marker key. 2. Wrench for each sprinkler head cover type. 3. Two (2) sprinkler head bodies of each size and type. 4. Two (2) nozzles for each size and type used. B. Store above items safely until Substantial Completion. C. Deliver above items at Substantial Completion. PART 2 - PRODUCTS 2.1 PIPE AND FITTINGS A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, schedule rating, size, type. Solvent-weld type: 1. Pipe: a. Pressure lines: Schedule 40 solvent weld. b. Lateral lines: Class 200 pvc. c. Sleeving: Class 200 pvc. 2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where required at valves, risers, etc. 3. Risers: Lawn and shrub heads - flexible and damage-resistant plastic "polypipe" riser. 4. Solvent: NSF approved solvent for Type I & II PVC. B. Polyethylene Pipe 1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s) where drip tubing is not otherwise used. 2. Fittings: Schedule 80 PVC. 3. Clamps: Stainless Steel. C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18" spacing. 2.2 SPRINKLER HEADS A. Description: Appropriate for application in throw, pressure and discharge. Each type of head shall be of a single manufacturer. 1. Lawn heads: pop-up type. B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. 2.3 AUTOMATIC CONTROL SYSTEM A. General; Furnish low voltage system manufactured expressly for control of automatic circuit valves of underground irrigation systems. Provide unit of capacity to suit number of circuits as indicated. B. Control Enclosure: Manufacturer's standard wall mount with locking cover, complying with NFPA 70. C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. Including switch for manual or automatic operation of each circuit. D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time of day and skip any day in a 7 or 14 day period. E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer of control unit; type AWG-UF, UL approved. 2.4 VALVING A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, threaded connection with cross type handle designed to receive operating key. B. Automatic circuit valves: high impact plastic with corrosion-resistant internal parts. Low power solenoid control, normally closed, with manual flow adjustment; same manufacturer as control unit. 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber valve if not connected to potable water. 2. Drip Control Zone Kit: Hunter PCZ-101. C. Quick coupler valve: brass or bronze construction with hinged top. One per zone or valve grouping. D. Manual drain valves: 1. Bronze construction, straight type, 150 pound class, threaded connections, with cross type operating handle designed to receive operating key. Calco, Champion 100, or approved equal. 2. Size: 3/4 inch. 02/17/22 FPS-2022-0003 K S O N K S S O R 1 0 8 1 3 N G I N E E R R E G I S T E R E D 4-22-21 Plans Are Accepted For Public Street Construction - - APPROVED FOR CONSTRUCTION IDAHO - - 1 CITY OF MERIDIAN PLAN CHECK COMMENTS 4-5-21 4-22-21 SL.2 SIGNAGE PLAN FEET 0 40 80 PHASE 1 PHASE 1 PHASE 1 1. SIGN INSTALLATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWING NO. 1130, THE MUTCD., AND ACHD STANDARDS. 2. THE BOTTOM HEIGHT OF SIGNS SHALL BE 7.0' IN HEIGHT, MEASURED FROM THE ADJACENT TRAVEL SURFACE, SIDEWALK OR CURB AS APPLICABLE. 3. STREET SIGNS AND BARRICADES WILL BE INSTALLED BY ACHD AND PAID FOR BY THE DEVELOPER. CONTRACTOR SHALL COORDINATE THE WORK. STREET SIGN B NO PARKING - FIRE LANE SIGN 1 SL.2 NOTES: 84" FINISH GRADE 12" DIA. CONCRETE FOOTING (3,000 PSI) 2" x 2"x 3/16" SQUARE GALVANIZED STEEL TUBE (SILVER) 1. SIGNS AND SIGN INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH MUTCD STANDARDS. 2. SIGNS SHALL BE MOUNTED TO STEEL POST WITH 3 8" CADMIUM PLATED BOLTS, NUTS, AND WASHERS. 33" 36" 2" X 2" X 1 4" STEEL PLATES WELDED TO POST 1.50' 1.00' STANDARD REGULATORY SIGN PER MUTCD REFLECTIVE .080 ALUM. WITH RED LETTERS ON WHITE REFLECTIVE BACKGROUND NO PARKING FIRE LANE SIGN (BOTH DIRECTIONS) SEE DETAIL 1/SL.2 A A C SEE PLAN FOR SIGN DIRECTIONAL ARROW REQUIREMENTS FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING NO PARKING FIRE LANE SIGN (RIGHT ARROW) SEE DETAIL 1/SL.2 NO PARKING FIRE LANE SIGN (LEFT ARROW) SEE DETAIL 1/SL.2 B C 4/27/21 02/17/22 FPS-2022-0003 S S I O N A L E O H A D I F O E T A T S E R I C K S O N K S S O R 1 0 8 1 3 N G I N E E R R E G I S T E R E D 4-22-21 Plans Are Accepted For Public Street Construction - - APPROVED FOR CONSTRUCTION IDAHO - - 1 CITY OF MERIDIAN PLAN CHECK COMMENTS 4-5-21 4-22-21 SL.1 STREET LIGHT PLAN FEET 0 40 80 PHASE 1 1 1. TYPE-2 LED STREET LIGHT, POLE AND APPURTENANT ITEMS PER CITY OF MERIDIAN STANDARDS. 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10’ MIN. FROM TREES, 5’ MIN. FROM FIRE HYDRANTS AND 2’ MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898–5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. TYPE-2 LIGHT POLE, LUMINAIRE, AND JUNCTION BOX 1 PHASE 1 PHASE 1 1 1 1 02/17/22 FPS-2022-0003 N K S S O R 1 0 8 1 3 N G I N E E R R E G I S T E R E D 4-22-21 Plans Are Accepted For Public Street Construction - - APPROVED FOR CONSTRUCTION IDAHO - - 1 CITY OF MERIDIAN PLAN CHECK COMMENTS 4-5-21 4-22-21 PI.2 PRESSURE IRRIGATION - NMID STANDARD SPECIFICATIONS 02/17/22 FPS-2022-0003 D I F O E T A T S E R I C K S O N K S S O R 1 0 8 1 3 N G I N E E R R E G I S T E R E D 4-22-21 Plans Are Accepted For Public Street Construction - - APPROVED FOR CONSTRUCTION IDAHO - - 1 CITY OF MERIDIAN PLAN CHECK COMMENTS 4-5-21 4-22-21 PI.1 PRESSURE IRRIGATION PLAN X 1. 3/4-INCH IRRIGATION SERVICE (SEE DETAIL 1 & 2 ON SHEET PI.1). 2. RETAINING WALL BY OTHERS. 3. EXISTING PI SERVICE INSTALLED AS PART OF PHASE 1. ADJUST SERVICE RISER TO MATCH FINISHED GRADE. 4. FIELD LOCATE AND CONNECT TO EXISTING 4" PI. 1 EXISTING PHASE 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 1. 3" SDR 21 PVC RISER EXTEND 18" ABOVE FG (SEE GRADING PLAN) 2. 3" X 4" X 6" CINDER BLOCK (OR EQUAL) 3. 4" X 3/4" SADDLE. 4. MAIN LINE. 5. 8" X 3/4" BRASS NIPPLE. 6. 6" X 3/4" 200 PSI POLY 18" ABOVE GROUND. 7. 3/4" BRASS CURB STOP 8. ROCK CHIPS 9. 3" FEMALE ADD. 10. LOCATER WIRE. 11. 3" PVC PLUG. 12. MARKER STEEL " POST". 13. PLUG AND PURPLE NON POTABLE TAG. X 1 2 3 4 5 6 7 8 9 10 11 12 13 "MODIFIED" TYPE-A RISER SHORT SIDE SERVICE 1. 3" SDR 21 PVC RISER EXTEND 18" ABOVE FG (SEE GRADING PLAN). 2. 3" X 4" X 6" CINDER BLOCK (OR EQUAL). 3. 4" X 3/4" SADDLE. 4. MAIN LINE. 5. 3/4" POLY PIPE 200 PSI. 6. 6" X 3/4" 200 PSI POLY 18" ABOVE GROUND. 7. 3/4" BRASS COMP. COUPLINGS. 8. 3/4" BRASS CURB STOP. 9. ROCK CHIPS. 10. 3" FEMALE ADD. 11. LOCATER WIRE. 12. 3" PVC PLUG. 13. MARKER STEEL "T" POST. 14. PLUG AND PURPLE NON POTABLE TAG. X 1 2 3 4 5 6 7 9 10 11 12 12 13 "MODIFIED" TYPE-A RISER LONG SIDE SERVICE NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD 18" 18" 8 1 PI.1 2 PI.1 3.00' 12.00' 12.00' 12.00' 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 IRRIGATION MAIN LINE & SIZE GATE VALVE PIPE DOWNWARD SLOPE DIRECTION PRESSURE IRRIGATION EASEMENT 3/4 INCH PE IRRIGATION SERVICE DRAIN VALVE AIR RELEASE VALVE 1. THE PRESSURE IRRIGATION DISTRIBUTION SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NAMPA MERIDIAN IRRIGATION DISTRICT STANDARDS AND SPECIFICATIONS. 2. PIPE LENGTHS ARE SHOWN AS GENERAL INFORMATION ONLY - CONTRACTOR SHALL PERFORM THEIR OWN MATERIAL TAKE OFF AND INCLUDE ALL WORK FOR THE PRESSURE IRRIGATION SYSTEM IN THE BID FOR THE WORK. 3. GATE VALVES SHALL MATCH THE PIPE SIZE. 4. ALL WORK SHALL BE COMPLETED, AND MATERIALS PROVIDED, IN ACCORDANCE WITH THE CURRENT NAMPA MERIDIAN IRRIGATION DISTRICT STANDARDS AND SPECIFICATIONS, AND THE CURRENT EDITION OF THE ISPWC. 5. MAINLINE PIPING SHALL BE PVC, CLASS 200, SDR 21 OR BETTER. 6. MAINLINE FITTINGS SHALL BE CAST IRON AND MEET AWWA REQUIREMENTS. 7. ALL GATE ISOLATION VALVES SHALL BE PROVIDED IN ACCORDANCE WITH ISPWC AND MEET REQUIREMENTS OF AWWA C-509. VALVE BOXES SHALL BE PROVIDED IN ACCORDANCE WITH ISPWC SD-406 WITH 24" DIAMETER CONCRETE COLLAR. 8. IRRIGATION SERVICE RISER PIPING SHALL BE 3/4 INCH DIAMETER CLASS 200 POLYETHYLENE. CURB STOP SHALL BE 3/4 INCH CLASS 200 WITH NON-RISING STEM, ALL BRONZE CONSTRUCTION AND SCREWED ENDS. ALL FITTINGS SHALL BE BRASS. SEE SERVICE RISER DETAILS FOR ADDITIONAL REQUIREMENTS. 9. THRUST BLOCKS SHALL BE PROVIDED IN ACCORDANCE WITH THE CURRENT EDITION OF THE ISPWC. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT TEES, BENDS, DEAD ENDS, OR OTHER CHANGES IN FLOW DIRECTION ON ALL MAINLINE PIPING. THRUST BLOCKS ARE ALSO REQUIRED AT ELBOWS AND TEES BEFORE AND AFTER ANY COMPRESSION TYPE COUPLER. CONCRETE FOR THRUST BLOCKS SHALL CONFORM TO ISPWC CL3000 AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH. 10. INSTALL LOCATING WIRE PER ISPWC. 11. ALL STREET CROSSINGS SHALL BE MARKED ON EACH SIDE WITH PURPLE FIBERGLASS STAKES SAYING "PRESSURE IRRIGATION" PRESENT. 12. CONTRACTOR SHALL COORDINATE A PRE-INSTALLATION ONSITE MEETING WITH THE PROJECT ENGINEER. CONTRACTOR SHALL COORDINATE INSPECTION OF PIPE INSTALLATION WITH ENGINEER ONCE PIPE IS INSTALLED, PRIOR TO BACKFILL. 13. CONTRACTOR SHALL PRESSURE TEST THE SYSTEM AND OBTAIN PASSING RESULTS IN ACCORDANCE WITH ISPWC SECTION 401. FINAL PRESSURE TESTING SHALL OCCUR AFTER ALL OTHER UNDERGROUND INSTALLATIONS ARE COMPLETE. BLOW-OFF ASSEMBLY 4 4 2.00' 14.00' PI EASE. 2.00' 14.00' PI EASE. 12.00' 1. THE PRESSURE IRRIGATION PUMP STATION AND DISTRIBUTION SYSTEM WILL BE OWNED AND OPERATED BY THE SUBDIVISION HOME OWNER'S ASSOCIATION. 2. THE PRESSURE IRRIGATION SYSTEM INCLUDES A BACK UP SUPPLY VIA A METERED CONNECTION TO THE CITY OF MERIDIAN POTABLE 1 WATER SYSTEM. 0 40 80 FEET 1 4/27/21 02/17/22 FPS-2022-0003 E: 2453275.46 4" IE: 2665.02 4" IE: 2662.48 FG: 2668.98 4" IE: 2662.51 FG: 2669.01 4" IE: 2662.33 FG: 2668.83 S. GARIBALDI PL. W. WINNIPEG ST. N: 695885.0574 E: 2453239.5181 FIRE HYDRANT PER W8 N: 695865.4616 E: 2453233.7943 11.25° BEND 8" X 6" RED 6" GV 101.33' OF 8" SDR 35 PVC @ 0.700% N: 695369.4204 E: 2453219.6110 8" IE: 2658.96 STA: 1+63.23, 0.00 L 45.36 LF 4" @ 2% MIN. 28.00 LF 4" @ 2% MIN. 50.92 LF 4" @ 2% MIN. 1+94.98, 38.50' R 38.50 LF 4" @ 2% MIN. 4" IE: 2664.89 2+35.98, 38.50' R 38.50 LF 4" @ 2% MIN. 4" IE: 2664.50 2+71.63, 38.50' R 38.50 LF 4" @ 2% MIN. 4" IE: 2664.17 38.50 LF 4" @ 2% MIN. 3+53.63, 38.50' R 4" IE: 2663.86 38.50 LF 4" @ 2% MIN. 3+99.98, 38.50' R 4" IE: 2664.04 4+35.63, 38.50' R 38.50 LF 4" @ 2% MIN. 4" IE: 2664.19 4+81.98, 38.50' R 38.50 LF 4" @ 2% MIN. 4" IE: 2664.37 5+19.12, 52.58' R 52.58 LF 4" @ 2% MIN. 4" IE: 2664.59 5+61.78, 69.91' R 69.91 LF 4" @ 2% MIN. 4" IE: 2664.83 5+85.39, 67.06' L 67.06 LF 4" @ 2% MIN. 4" IE: 2664.65 5+41.70, 65.89' L 65.89 LF 4" @ 2% MIN. 4" IE: 2664.47 4+91.00, 38.50' L 38.50 LF 4" @ 2% MIN. 4" IE: 2664.21 4+52.49, 38.50' L 38.50 LF 4" @ 2% MIN. 4" IE: 2664.03 4+11.49, 38.50' L 38.50 LF 4" @ 2% MIN. 4" IE: 2663.86 3+70.49, 38.50' L 38.50 LF 4" @ 2% MIN. 4" IE: 2663.70 3+29.49, 38.50' L 38.50 LF 4" @ 2% MIN. 4" IE: 2663.59 2+88.49, 38.50' L 38.50 LF 4" @ 2% MIN. 4" IE: 2663.79 2+47.49, 38.50' L 38.50 LF 4" @ 2% MIN. 4" IE: 2664.17 2+06.49, 38.50' L 38.50 LF 4" @ 2% MIN. 4" IE: 2664.55 1+65.49, 38.50' L 38.50 LF 4" @ 2% MIN. 4" IE: 2664.93 3+16.98, 38.50' R 38.50 LF 4" @ 2% MIN. 4" IE: 2663.84 20.37 LF 6" 212.90 LF 8" 334.77' OF 8" SDR 35 PVC @ 0.400% EXISTING SEWER 61.23' OF 8" SDR 35 PVC @ 0.400% N: 695643.3722 E: 2453244.6765 FIRE HYDRANT PER W8 N: 695643.4642 E: 2453232.1769 8" X 6" TEE 6" GV 12.50 LF 6" 222.04 LF 8" SEWER LINE C2 2654 2656 2660 2664 2668 2672 2676 2654 2656 2660 2664 2668 2672 2676 0+901+00 2+00 3+00 4+00 5+00 6+00 6+40 0+901+00 2+00 3+00 4+00 5+00 6+00 6+40 SSMH-10 5+00.00, 0.00L RIM: 2668.53 8" IE IN: 2660.40 (N) 8" IE OUT: 2660.30 (S) SSMH-11 STA: 6+05.33 OFF: 0.00 RIM: 2668.61 8" IE OUT: 2661.11 (S) 4" IE IN: 2661.44 (N, W & E) 334.77' OF 8" SDR 35 PVC @ 0.400% 1+63.23 8" IE: 2658.96 101. 33' OF 8" SDR 35 PVC @ 0.700% HORIZ. SCALE: 1" = 30' EXISTING 61.23' OF 8" SDR 35 PVC @ 0.400% VERT. SCALE: 1" = 3' FINISHED GRADE @ PIPE C/L APPROXIMATE EXISTING GRADE @ PIPE C/L 16" STORM DRAIN 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil NO. REVISION DATE PREPARED BY: PROJECT MANAGER: JOB NUMBER: PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC. - RKE SHEET NUMBER: SHEET TITLE: DATE: IDB2100 OWNER: PROJECT TITLE: JOCELYN PARK SUBDIVISION PHASE 2 MERIDIAN, ID HAYDEN HOMES IDAHO, LLC P R O F E S S I O N A L E O H A D I F O E T A T S E R I C K S O N K S S O R 1 0 8 1 3 N G I N E E R R E G I S T E R E D 4-22-21 Plans Are Accepted For Public Street Construction - - APPROVED FOR CONSTRUCTION IDAHO - - 1 CITY OF MERIDIAN PLAN CHECK COMMENTS 4-5-21 4-22-21 UT.1 FEET 0 30 60 WATER & SEWER LINE C2 - (STA 1+63.23 TO 6+05.33) PHASE 1 PHASE 1 PHASE 1 180° 180° 106° 74° 83° 2 SEWER LINE C2 1 1. DOUBLE WATER SERVICE PER W1 & W3 WITH 3 4" METERS AND 1" SERVICE LINE SIZE. 2. SINGLE WATER SERVICE PER W1 & W2 WITH 3 4" METER AND 1" SERVICE LINE SIZE. 3. REMOVE EXISTING BLOW-OFF AND CONNECT TO EXISTING 8" WATER. 4. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1 AND DETAIL 1/UT.1. 5. REMOVE EXISTING CLEANOUT AND CONNECT TO EXISTING SEWER - VERIFY AND MATCH EXISTING INVERT ELEVATION - NOTIFY ENGINEER IMMEDIATELY IF PLAN DISCREPANCIES ARE NOTED. 1. SEWER MANHOLES SHALL BE 48" DIAMETER STANDARD MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" PVC SDR 35, D-3034. SEWER SERVICES WITH LESS THAN 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE 4" C-900 PVC WATER CLASS PIPE. 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER THE CITY OF MERIDIAN STANDARDS. 4. SEWER STATIONING IS BASED ON THE ROADWAY ALIGNMENT CENTERLINE. 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT. 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH FINISHED GRADE AND SLOPE. 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK (INCLUDING SURFACE RESTORATION) IN THE BID. 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE PAYMENT SHALL BE MADE. 1 1 1 1 1 1 1 1 1 1 1 1 5 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 7.00' 5 POTABLE & NON POTABLE PIPE CROSSING NON POTABLE PIPE PROVIDE TEMPORARY PIPE SUPPORT AND SHORING AS REQUIRED 18" MIN 10' 10' POTABLE LINE 45° BEND 45° BEND 45° BEND 45° BEND C-900 AS REQUIRED TO ACHIEVE CLEARANCE C-900 AS REQUIRED TO ACHIEVE CLEARANCE USE CHIPS TO BACKFILL TO SPRING LINE OF THE PIPE THAT IS ABOVE THE WATER PIPE (MAIN OR SERVICE) UT.1 1 NOTES: 1. CONTRACTOR SHALL CONSTRUCT WATER UNDER NON-POTABLE PIPE IF 18" OF CLEAR VERTICAL SEPARATION CANNOT BE ACHIEVED. THE POTABLE LINE SHALL BE LOWERED AS SHOWN TO PROVIDE 18" MIN. VERTICAL CLEARANCE BETWEEN THE EXTERIOR WALL OF THE POTABLE AND NON-POTABLE LINES. 2. WATER SERVICE AND MAIN PIPING SHALL HAVE A MINIMUM OF 48" COVER BASED ON FINISHED GRADES. 3. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. 4. PROVIDE JOINT RESTRAINTS ON ALL FITTINGS. 5. PROVIDE THRUST BLOCKS PER ISPWC. 6. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. 7. SEE STORM DRAIN, SEWER AND PRESSURE IRRIGATION PLANS FOR ADDITIONAL INFORMATION. 1 11.00' 02/17/22 FPS-2022-0003 N K S S O R 1 0 8 1 3 N G I N E E R R E G I S T E R E D 4-22-21 Plans Are Accepted For Public Street Construction - - APPROVED FOR CONSTRUCTION IDAHO - - 1 CITY OF MERIDIAN PLAN CHECK COMMENTS 4-5-21 4-22-21 SD.2 STORM DRAIN - ACHD DETAILS 4/27/21 02/17/22 FPS-2022-0003 RIM: 2667.26 12" IE OUT: 2664.26 (E) QP100: 1.10 CFS 7.50' OF 12" SDR 35 PVC @ 1.333% V100: 4.7 FPS 16" IE: 2663.67 1+63.23 LIP: 2667.26 LIP: 2667.26 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil NO. REVISION DATE PREPARED BY: PROJECT MANAGER: JOB NUMBER: PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC. - RKE SHEET NUMBER: SHEET TITLE: DATE: IDB2100 OWNER: PROJECT TITLE: JOCELYN PARK SUBDIVISION PHASE 2 MERIDIAN, ID HAYDEN HOMES IDAHO, LLC P R O F E S S I O N A L E O H A D I F O E T A T S E R I C K S O N K S S O R 1 0 8 1 3 N G I N E E R R E G I S T E R E D 4-22-21 Plans Are Accepted For Public Street Construction - - APPROVED FOR CONSTRUCTION IDAHO - - 1 CITY OF MERIDIAN PLAN CHECK COMMENTS 4-5-21 4-22-21 1 1. INLET CATCH BASIN TYPE-IV (FOR ROLLED CURB) PER ACHD SUPPLEMENTAL DRAWING SD-604A (SEE SHEET SD.2). STORM DRAIN PIPES ENTERING AND EXITING INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES AT THE INLET - COORDINATE TOLERANCES AND REQUIREMENTS WITH ACHD INSPECTOR PRIOR TO STORM DRAIN CONSTRUCTION. DEFECTIVE WORK SHALL BE REMOVED AND REPLACED AS REQUIRED BY ACHD. NO ADDITIONAL PAYMENT SHALL BE MADE. 2. 48" DIA. CONCRETE CATCH MANHOLE PER ISPWC SD-611. USE OLDCASTLE MHL 136 FLAT 48" DIA. PRECAST CONCRETE LID. 3. REMOVE MARKER AND CAP AND CONNECT TO EXISTING 16" C-905 PVC STORM DRAIN. SD.1 STORM DRAIN PLAN - AREA 1 1 FEET 0 20 40 1 2 5.00' 90° 90° 3 HORIZONTAL SCALE: 1" =20' VERTICAL SCALE: 1" = 2' 4/27/21 02/17/22 FPS-2022-0003 N K S S O R 1 0 8 1 3 N G I N E E R R E G I S T E R E D 4-22-21 Plans Are Accepted For Public Street Construction - - APPROVED FOR CONSTRUCTION IDAHO - - 1 CITY OF MERIDIAN PLAN CHECK COMMENTS 4-5-21 4-22-21 RD.2 ROADWAY DETAILS 4/27/21 02/17/22 FPS-2022-0003 TRC: 2668.35 -0.53% -0.50% -0.50% -0.53% -1.7% -1.7% -1.3% -1.3% -2.2% -2.6% 1+42.51, 16.50' L TRC-MATCH: 2669.12 1+85.98, 16.50' L TRC: 2668.71 2+26.98, 16.50' L TRC: 2668.33 2+67.98, 16.50' L TRC: 2667.95 3+08.98, 16.50' L TRC: 2667.57 3+49.98, 16.50' L TRC: 2667.59 3+90.98, 16.50' L TRC: 2667.75 4+31.98, 16.50' L TRC: 2667.92 4+72.98, 16.50' L TRC: 2668.08 4+97.13, 16.50' R TRC: 2668.18 5+46.39, 44.11' R TRC: 2668.48 5+86.86, 42.90' R TRC: 2668.68 6+07.80, 22.37' R TRC: 2668.82 6+11.10, 14.46' R TRC: 2668.86 6+10.54, 16.11' L TRC: 2668.85 5+92.48, 39.58' L TRC: 2668.71 5+66.60, 47.98' L TRC: 2668.58 1+69.13, 16.50' R TRC: 2668.87 2+10.13, 16.50' R TRC: 2668.49 2+51.13, 16.50' R TRC: 2668.11 2+92.13, 16.50' R TRC: 2667.73 3+33.13, 16.50' R TRC: 2667.52 3+74.13, 16.50' R TRC: 2667.69 4+15.13, 16.50' R TRC: 2667.85 4+56.13, 16.50' R TRC: 2668.01 LIP-MATCH: 2668.91 LIP-MATCH: 2668.91 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil NO. REVISION DATE PREPARED BY: PROJECT MANAGER: JOB NUMBER: PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC. - RKE SHEET NUMBER: SHEET TITLE: DATE: IDB2100 OWNER: PROJECT TITLE: JOCELYN PARK SUBDIVISION PHASE 2 MERIDIAN, ID HAYDEN HOMES IDAHO, LLC P R O F E S S I O N A L E O H A D I F O E T A T S E R I C K S O N K S S O R 1 0 8 1 3 N G I N E E R R E G I S T E R E D 4-22-21 Plans Are Accepted For Public Street Construction - - APPROVED FOR CONSTRUCTION IDAHO - - 1 CITY OF MERIDIAN PLAN CHECK COMMENTS 4-5-21 4-22-21 RD.1 1 1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702. 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. 3. ASPHALT PAVEMENT SECTION (SEE RD.0). 4. SEE STORM DRAIN ON "SD" SHEETS. 5. CONTRACTOR SHALL VERIFY EXISTING TRC, LIP OF GUTTER, AND CENTERLINE ELEVATIONS PRIOR TO START OF CONSTRUCTION - NOTIFY ENGINEER IMMEDIATELY IF PLAN DISCREPANCIES ARE NOTED. 6. SAWCUT 2-FEET MIN. OF EXISTING ASPHALT PAVEMENT PERPENDICULAR TO THE ROADWAY CENTERLINE. 7. REMOVE EXISTING TYPE 1 & TYPE 2 BARRICADES. 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST REPORTS. 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN ASPHALT PAVEMENT AREAS. 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. HORIZ. SCALE: 1" = 30' VERT. SCALE: 1" = 3' FEET 0 30 60 1 ROADWAY - S. GARIBALDI PL. (STA 1+42.49 TO 6+11.33) 47.00' 33.00' R48.00' 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 4 5 5 6 SDMH-P2-1A DI-P2-2B DI-P2-2A 7 7 7 R27.50' R27.50' 4/27/21 02/17/22 FPS-2022-0003 erickson civil NO. REVISION DATE PREPARED BY: PROJECT MANAGER: JOB NUMBER: PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC. - RKE SHEET NUMBER: SHEET TITLE: DATE: IDB2100 OWNER: PROJECT TITLE: JOCELYN PARK SUBDIVISION PHASE 2 MERIDIAN, ID HAYDEN HOMES IDAHO, LLC P R O F E S S I O N A L E O H A D I F O E T A T S E R I C K S O N K S S O R 1 0 8 1 3 N G I N E E R R E G I S T E R E D 4-22-21 Plans Are Accepted For Public Street Construction - - APPROVED FOR CONSTRUCTION IDAHO - - 1 CITY OF MERIDIAN PLAN CHECK COMMENTS 4-5-21 4-22-21 RD.0 ROADWAY - TYPICAL SECTIONS RD.0 1 4/27/21 02/17/22 FPS-2022-0003 ross@ericksoncivil.com erickson civil NO. REVISION DATE PREPARED BY: PROJECT MANAGER: JOB NUMBER: PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC. - RKE SHEET NUMBER: SHEET TITLE: DATE: IDB2100 OWNER: PROJECT TITLE: JOCELYN PARK SUBDIVISION PHASE 2 MERIDIAN, ID HAYDEN HOMES IDAHO, LLC P R O F E S S I O N A L E O H A D I F O E T A T S E R I C K S O N K S S O R 1 0 8 1 3 N G I N E E R R E G I S T E R E D 4-22-21 Plans Are Accepted For Public Street Construction - - APPROVED FOR CONSTRUCTION IDAHO - - 1 CITY OF MERIDIAN PLAN CHECK COMMENTS 4-5-21 4-22-21 GD.2 GRADING PLAN - AREA B 0 20 40 FEET MATCH LINE SEE SHEET GD.1 1 FG: FINISHED GRADE EX-GND: EXISTING GRADE TOE: FINISHED GRADE AT TOE OF SLOPE TOB: FINISHED GRADE AT TOP OF BANK MATCH: MATCH GRADE CON: FINISHED GRADE OF CONCRETE FL: FINISHED GRADE OF FLOW LINE 1. GRADE BREAK. 2. MATCH GRADE AT PROPERTY LINE. 3. RETAINING WALL BY OTHERS. 1 2 3 1 3 3 2 2 10.00' 10.00' 1 02/17/22 FPS-2022-0003 FG: 2668.58 FG: 2668.78 FG: 2668.93 FG: 2668.97 FG: 2668.96 FG: 2668.81 FG: 2668.68 FG: 2668.46 FG: 2668.19 FG: 2668.02 FG: 2667.86 FG: 2664.95 FG: 2667.41 FG: 2664.71 FG: 2667.57 FG: 2664.64 FG: 2667.74 FG: 2664.82 FG: 2668.05 FG: 2664.80 FG: 2668.29 FG: 2664.64 FG: 2668.11 FG: 2668.32 FG: 2668.40 FG: 2668.48 FG: 2668.43 FG: 2669.00 FG: 2669.94 FG: 2669.97 -1.37% CON: 2670.30 CON: 2670.25 CON-MATCH: 2670.99 CON-MATCH: 2670.77 -3.00% -1.00% -1.00% -1.00% -1.00% CON: 2668.90 CON: 2668.93 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil NO. REVISION DATE PREPARED BY: PROJECT MANAGER: JOB NUMBER: PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC. - RKE SHEET NUMBER: SHEET TITLE: DATE: IDB2100 OWNER: PROJECT TITLE: JOCELYN PARK SUBDIVISION PHASE 2 MERIDIAN, ID HAYDEN HOMES IDAHO, LLC P R O F E S S I O N A L E O H A D I F O E T A T S E R I C K S O N K S S O R 1 0 8 1 3 N G I N E E R R E G I S T E R E D 4-22-21 Plans Are Accepted For Public Street Construction - - APPROVED FOR CONSTRUCTION IDAHO - - 1 CITY OF MERIDIAN PLAN CHECK COMMENTS 4-5-21 4-22-21 GD.1 GRADING PLAN - AREA A MATCH LINE SEE SHEET GD.2 0 20 40 FEET 5.00' R63.35' 1 FG: FINISHED GRADE EX-GND: EXISTING GRADE TOE: FINISHED GRADE AT TOE OF SLOPE TOB: FINISHED GRADE AT TOP OF BANK MATCH: MATCH GRADE CON: FINISHED GRADE OF CONCRETE FL: FINISHED GRADE OF FLOW LINE 1. GRADE BREAK. 2. MATCH GRADE AT PROPERTY LINE. 3. 5-FOOT WIDE CONCRETE SIDEWALK PER ISPWC SD-709 WITH 5" CONCRETE THICKNESS AND 6" 3 4" CRUSHED AGGREGATE BASE THICKNESS. ALL SIDEWALK SLOPES SHALL COMPLY WITH ADA STANDARDS. 4. RETAINING WALL BY OTHERS. 1 1 1 1 2 2 2 2 3 4 4 4 4 10.00' 10.00' 10.00' GRADING ADJACENT TO ASPHALT PATHWAY 1.5" TOP OF TOP SOIL TO TOP OF PATHWAY WHERE ADJACENT TO SOD (TYP.) 1.0" TOP OF TOP SOIL TO TOP OF PATHWAY WHERE ADJACENT TO SEEDED AREA (TYP.) 1.5" TOP OF TOP SOIL TO TOP OF CONCRETE WHERE ADJACENT TO SOD (TYP.) 1.0" TOP OF TOP SOIL TO TOP OF CONCRETE WHERE ADJACENT TO SEEDED AREA (TYP.) GRADING ADJACENT TO CONCRETE PAVEMENT PATHWAYS AND CONCRETE PAVEMENT GRADING ADJACENT TO ASPHALT 1 GD.1 1. ALL EARTHWORK INCLUDING BUT NOT LIMITED TO REMEDIATION, OVER EXCAVATION, REMOVAL OF UNSUITABLE SOILS, BUILDING PAD PREPARATION, SLOPE KEYING, CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, AND BACKFILL, SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS INCLUDED IN THE PROJECT GEOTECHNICAL REPORT UNDER THE DIRECTION AND SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. ALL EARTHWORK SHALL BE OVERSEEN, INSPECTED, TESTED, AND APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. 2. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AN FUNCTIONING. 3. IF REQUIRED, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DIVISION OF ENVIRONMENTAL QUALITY IDEQ). CONTACT CRAIG SHEPHARD AT THE SOUTHWEST REGIONAL IDEQ OFFICE (208.373.0557). CONTRACTOR SHALL SUBMIT TO IDEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMP'S AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL FREE OF SEDIMENT SAND DEBRIS BEFORE IT LEAVES THE SITE. 4. NO WORK SHALL BE PERFORMED WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A SECTION 404 PERMIT HAS BEEN ISSUED BY THE US ARMY CORP OF ENGINEERS. ALL WORK WITH THE WETLAND AREAS SHOWN HERE TO THE REQUIREMENTS OF SAID 404 PERMIT. 5. TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT AND RECOMMENDATIONS PROVIDED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. 6. THE SUBGRADE WITHIN THE ROAD RIGHT OF WAYS SHALL STRIPPED, COMPACTED, INSPECTED, AND PROOF ROLLED WITH A HEAVY RUBBER TIRED FULL LOADED TANDEM AXLE TRUCK/TRAILER, OR EQUIVALENT, PRIOR TO PLACEMENT OF FILL MATERIAL FILL MATERIAL WITHIN THE ROADWAY AREAS SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY OF THE SOIL PER ASTM D1557. 7. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMIT OR TO REMAIN, AND WHICH TREES ARE TO BE REMOVED. REMOVE TREES AS DIRECTED BY OWNER. 8. TOPSOIL AND OTHER STOCKPILE AREAS, TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. 9. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. 10. ALL MATERIAL FURNISHED ON, OR FOR, THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES, OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE REQUEST OF AGENCY AND OR THE ENGINEER. 11. ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL SLOPE OF PEDESTRIAN RAMPS SHALL NOT BE GREATER THAN 12:1; THE CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX LONGITUDINAL SLOPE, OR CROSS SLOPE. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. 12. ALL PEDESTRIAN ROUTES, AND SIDEWALKS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL SLOPE OF PEDESTRIAN ROUTES (EXCLUDING CURB RAMPS) SHALL NOT BE GREATER THAN 5.0% MEASURED IN THE DIRECTION OF TRAVEL; THE CROSS SLOPE MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX. LONGITUDINAL SLOPE OR CROSS SLOPES. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. 13. PROVIDE 1-FOOT WIDE FLAT LANDING IN LANDSCAPE AREAS ADJACENT TO ALL SIDEWALKS. PHASE 1 PHASE 1 PHASE 1 02/17/22 FPS-2022-0003 JOB NUMBER: PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC. - RKE SHEET NUMBER: SHEET TITLE: DATE: IDB2100 OWNER: PROJECT TITLE: JOCELYN PARK SUBDIVISION PHASE 2 MERIDIAN, ID HAYDEN HOMES IDAHO, LLC P R O F E S S I O N A L E O H A D I F O E T A T S E R I C K S O N K S S O R 1 0 8 1 3 N G I N E E R R E G I S T E R E D 4-22-21 Plans Are Accepted For Public Street Construction - - APPROVED FOR CONSTRUCTION IDAHO - - 1 CITY OF MERIDIAN PLAN CHECK COMMENTS 4-5-21 4-22-21 C1.2 TOPOGRAPHIC SURVEY PROPERTY BOUNDARY LINE FOUND 5/8" DIAMETER IRON PIN LEGEND FOUND BRASS CAP MONUMENT SECTION LINE EASEMENT LINE AS NOTED FOUND ALUMINUM CAP MONUMENT CALCULATED POINT FOUND 1/2" DIAMETER IRON PIN ADJACENT PROPERTY LINE TELECOMMUNICATIONS RISER TELEPHONE LINE EDGE OF PAVEMENT POWER POLE LATERAL/IRRIGATION DITCH OVERHEAD POWER LINE GRAVITY IRRIGATION LINE WATER VALVE FIRE HYDRANT WATER LINE SEWER LINE GATE FENCE LINE CENTER LINE CONTOUR LINE SURVEY TIE LINE EDGE OF GRAVEL STORM DRAIN LINE FIBER OPTIC LINE UNDERGROUND POWER LINE TOP OF SLOPE TOE OF SLOPE SIGN IRRIGATION STRUCTURE ORCHARD VALVE MANHOLE BENCHMARK DECIDUOUS TREE GROUNDWATER MONITOR WELL RWL RECLAIMED WATER LINE CURB AND GUTTER CURB PEDESTRIAN RAMP GAS MARKER STREET LIGHT SIGNAL POLE MAILBOX SIGNAL JUNCTION BOX POWER BOX CATCH BASIN LANDSCAPE BORDER EVERGREEN TREE/BUSH DECIDUOUS BUSH AIR CONDITIONING UNIT RAILROAD CROSSING ARM/SIGNAL GAS LINE Feet 0 60 120 EXISTING ABANDONED 18" RCP PIPE EXISTING ABANDONED 18" RCP PIPE EXISTING ABANDONED SEWER EXISTING ABANDONED PUMP HOUSE EXISTING OVERHEAD POWER EXISTING OVERHEAD POWER APPROXIMATE LOCATION OF EXISTING GRAVITY IRRIGATION EXISTING WATER MAIN EXISTING SEWER MAIN EXISTING POND EXISITNG WELL EXISTING WATER MAIN EXISTING GRAVITY IRRIGATION EXISTING IRRIGATION DIST. ACCESS ROAD EXISTING IRRIGATION DIST. ACCESS ROAD RIDENBAUGH CANAL EXISTING WATER AND SEWER STUBS FROM TIMBERLINE SUB. NO. 2 EXISTING GRAVITY IRRIGATION EXISTING GRAVITY IRRIGATION WATER STUB SEWER STUB STORM DRAIN STUB PHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE 2 PHASE 2 02/17/22 FPS-2022-0003 N K S S O R 1 0 8 1 3 N G I N E E R R E G I S T E R E D 4-22-21 Plans Are Accepted For Public Street Construction - - APPROVED FOR CONSTRUCTION IDAHO - - 1 CITY OF MERIDIAN PLAN CHECK COMMENTS 4-5-21 4-22-21 C1.1 NOTES IDB20043 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED IN WRITING BY THE DESIGN ENGINEER AND ACHD. 3. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 4. NO DISCHARGE SHALL BE MADE TO THE STORM DRAIN SYSTEM UNTIL THE SITE IS STABILIZED AND PAVED. THE EXISTING STORM DRAIN FACILITIES SHALL BE PROTECTED THROUGHOUT THE DURATION OF CONSTRUCTION IN ACCORDANCE WITH THE PROJECT ESC/SWPPP PLAN AND AS DIRECTED BY THE CONTRACTOR'S PROJECT RESPONSIBLE PERSON. 5. CONTRACTOR SHALL CLEAN THE STORM DRAIN SYSTEM INCLUDING ALL PIPES AND STRUCTURES ONCE FINAL SITE STABILIZATION HAS OCCURRED AND ALL BMP'S ARE REMOVED. PROVIDE DOCUMENTATION OF CLEANING WITH CLOSEOUT DOCUMENTS. 6. ALL STORM DRAIN TRENCH AND STRUCTURE BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. 7. STORM DRAIN PIPING AND STRUCTURES SHALL BE TESTED IN ACCORDANCE WITH DIVISION 6 OF THE ISPWC. CONTACT ENGINEER 48-HOURS IN ADVANCE TO COORDINATE WITNESS OF TESTING. 8. CONTACT THE CITY OF BOISE, AND THE OWNER'S GEOTECHNICAL REPRESENTATIVE FOR INSPECTION OF THE PRIVATE STORM DRAIN SYSTEM DRAINAGE WINDOW EXCAVATIONS PRIOR TO PLACEMENT OF ANY SAND MATERIALS. 1. ALL CONSTRUCTION WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), THE BOISE PROJECT BOARD OF CONTROL STANDARDS AND SPECIFICATIONS, THE US ARMY CORP. OF ENGINEER'S SECTION 404 PERMIT, AND THE ENVIRONMENTAL PROTECTION AGENCY (EPA) CURRENT CONSTRUCTION GENERAL PERMIT (CGP). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED “APPROVED FOR CONSTRUCTION” BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 12. LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITIES (INCLUDING INFILTRATION BEDS AND DRYWELLS) AT LEAST 25 FEET FROM WATER MAINS. THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. 13. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY; NOT ALL UNDERGROUND UTILITIES ARE SHOWN. CONTRACTOR SHALL FIELD VERIFY AND CONFIRM EXISTING LOCATIONS, DEPTHS, SIZES, AND MATERIAL TYPES OF ALL EXISTING UTILITIES PRIOR TO START OF WORK. UNDERGROUND UTILITIES WHICH MAY EXIST ON THE SITE HAVE NOT BEEN SURVEYED AND ARE NOT ALL EXHIBITED ON THIS PLAN. IN ADDITION TO VERIFICATION OF THE EXACT LOCATION, DEPTH, SIZE AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY, DIGLINE (1-800-342-1585), AND ALL PRIVATE ADJACENT PROPERTY OWNERS PRIOR TO CONSTRUCTION TO ENSURE THAT ALL PUBLIC AND PRIVATE UTILITIES ARE IDENTIFIED. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY BE OCCASIONED BY HIS FAILURE TO EXACTLY IDENTIFY, LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. POTHOLING IS REQUIRED CONTRACTOR SHALL POTHOLE EXISTING UNDERGROUND UTILITIES AT ALL LOCATIONS WHERE NEW FACILITIES CROSS EXISTING UNDERGROUND UTILITIES AND WHERE EXISTING UTILITIES RUN ADJACENT TO NEW FACILITIES WITH LESS THAN 10-FEET OF HORIZONTAL SEPARATION. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, DEPTH, SIZE, AND MATERIAL OF THE EXISTING UTILITY AT THE CROSSING LOCATIONS, AND FOR ADJACENT UTILITIES WITHIN 10-FEET OF NEW FACILITIES. CONTRACTOR SHALL ASSESS CROSSING AND ADJACENT UNDERGROUND UTILITY CONDITIONS AND DETERMINE WHETHER ANY NEW FACILITY CONFLICTS EXIST WITH EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION AND ORDERING OF ANY CONSTRUCTION MATERIALS (IE. STRUCTURES, PIPE, VALVES, FITTINGS, APPURTENANT ITEMS, ETC.). NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS EXIST. IF UTILITY CONFLICTS ARE NOTED, CONTRACTOR SHALL PROVIDE EXISTING UTILITY SURVEY POINT DATA FOR THE CONFLICTING UTILITY TO ERICKSON CIVIL, INC. IN AUTOCAD FORMAT ON THE SAME COORDINATE SYSTEM AND DATUM AS THE PROJECT CAD FILES. CONTRACTOR SHALL COMPLETE POTHOLING WELL IN ADVANCE OF THE NEED TO ORDER MATERIALS SO THAT ADEQUATE TIME IS ALLOWED FOR THE ENGINEER TO MAKE DESIGN ADJUSTMENTS, IF NEEDED. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 14. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 16. CONTRACTOR SHALL REMAIN IN FULL COMPLIANCE WITH ALL APPLICABLE POLICIES, ORDINANCES OR OTHER REQUIREMENTS OF ALL AGENCIES, MUNICIPALITIES OR POLITICAL SUBDIVISION HAVING JURISDICTION. 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY PIPE TRANSITION FITTINGS FOR PIPE SIZE AND MATERIAL CHANGES. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. CONTRACTOR SHALL CONFIRM ALL EXISTING UTILITY SIZES AND TYPES AT POINT OF CONNECTION TO EXISTING UTILITIES PRIOR TO START OF WORK. 18. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT AND WORK PERFORMED FOR A MINIMUM PERIOD OF TWO (2) YEARS FROM THE DATE OF ACCEPTANCE. 19. ALL WORK PERFORMED IN THE PUBLIC RIGHT-OF-WAY REQUIRES THE CONTRACTOR TO OBTAIN A WORK PERMIT FROM THE ADA COUNTY HIGHWAY DISTRICT 24-HOURS PRIOR TO ANY CONSTRUCTION WITHIN THE RIGHT-OF-WAY. NO SEPARATE PAYMENT SHALL BE MADE. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND TRAFFIC CONTROL PLANS REQUIRED FOR ALL WORK ASSOCIATED WITH THE PROJECT. CONTRACTOR SHALL OBTAIN NECESSARY TRAFFIC CONTROL PLAN APPROVALS FROM THE APPROPRIATE JURISDICTIONAL AGENCIES AND PROVIDE A COPY OF SAID APPROVED PLAN TO ENGINEER. NO SEPARATE PAYMENT SHALL BE MADE. 21. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING WORK. 22. ALL LOGS, STUMPS, ROOTS, BRUSH, VEGETATION OR OTHER DEBRIS NOT SUITABLE FOR STRUCTURAL FOUNDATION SHALL BE REMOVED FROM CONSTRUCTION AREAS. THICKNESS OF TOPSOIL TO BE REMOVED MAY BE ADJUSTED BY THE OWNER'S GEOTECHNICAL INSPECTOR BASED ON ACTUAL FIELD CONDITIONS. ALL TOPSOIL FROM DISTURBED AREAS SHALL BE STOCKPILED ON SITE AS DIRECTED BY OWNER, ARCHITECT OR PROJECT ENGINEER. STOCKPILED MATERIALS THAT ARE NOT USED ONSITE SHALL BE HAULED OFF AND DISPOSED OF BY THE CONTRACTOR AT THEIR EXPENSE, AS DIRECTED BY OWNER OR ARCHITECT. 23. ALL AGGREGATE COURSES OR SURFACES SHALL CONFORM TO THE REQUIREMENTS OF DIVISION 800 OF THE ISPWC. 24. CUT AND FILL SLOPES SHALL BE PER PLANS. IN NO CASE SHALL ANY SLOPE BE STEEPER THAN 3:1. (HORIZONTAL:VERTICAL) 25. CONTRACTOR SHALL MAINTAIN ACCURATE AS-BUILT PLANS THROUGHOUT THE DURATION OF CONSTRUCTION. NOTE ALL EXISTING AND NEW INFRASTRUCTURE HORIZONTAL AND VERTICAL LOCATIONS, TYPE, DEPTH, MATERIAL AND SIZE AND PROVIDE THE AS-BUILTS TO ENGINEER FOR RECORD DRAWING PREPARATION. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 26. ALL PEDESTRIAN RAMPS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE TRUNCATED DOMES PER ISPWC STANDARD DRAWING SD-712. DOMES SHALL BE CAST INTO CONCRETE (ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED TRAFFIC YELLOW. ALL PEDESTRIAN RAMPS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS AND ACHD STANDARDS. 27. RETAIN AND PROTECT ALL TREES, SHRUBS, AND UTILITIES UNLESS OTHERWISE NOTED. 28. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE. 29. CONTRACTOR SHALL PROVIDE ALL SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO HARD SURFACING, LANDSCAPE, AND IRRIGATION REPAIR FOR WORK TO BE CONSTRUCTED IN EXISTING IMPROVED AREAS. 30. CONTRACTOR SHALL RESET ANY EXISTING SURVEY MONUMENTATION INCLUDING BUT NOT LIMITED TO PROPERTY PINS, BRASS CAPS, DISTURBED AS RESULT OF CONSTRUCTION. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 5. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL TESTING AND CLEANING AS REQUIRED BY THE CITY OF MERIDIAN. 6. ALL SEWER MANHOLES AND CLEANOUTS SHALL HAVE CONCRETE COLLARS. 7. SEWER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS. 1. ALL CONSTRUCTION WITHIN THE EXISTING OR FUTURE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CURRENT EDITION OF THE I.S.P.W.C. AND ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE I.S.P.W.C. WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 2. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAYS. 3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE ADA COUNTY HIGHWAY DISTRICT AND TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK WITHIN THE RIGHT OF WAY. 4. RETAIN AND PROTECT ALL TREES, SHRUBS, AND UTILITIES UNLESS OTHERWISE NOTED. 5. TEMPORARY EROSION PROTECTION OF THE SURFACE STORM WATER RUNOFF DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. COMPLY WITH LAWS AND REGULATIONS RELATED TO STORM WATER DISCHARGES AND SEDIMENT AND EROSION CONTROL. CONTRACTOR SHALL PROVIDE SEDIMENT AND EROSION CONTROL PLAN (SWPPP) TO ACHD IN ACCORDANCE WITH ACHD STANDARDS. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE WITH NO ADDITIONAL PAYMENT FROM OWNER. 7. ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS. SIDEWALK AND PEDESTRIAN RAMP CROSS SLOPES SHALL NOT EXCEED 1.50%. PEDESTRIAN RAMP LONGITUDINAL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 15:1. THERE ARE NO TOLERANCES TO THESE REQUIREMENTS. NEW PEDESTRIAN RAMPS AND SIDEWALKS THAT HAVE CROSS SLOPES IN EXCESS OF 1.5% SHALL BE REMOVED AND REPLACED WITH NO SEPARATE PAYMENT. NEW PEDESTRIAN RAMPS THAT HAVE LONGITUDINAL SLOPES GREATER THAN 15:1 SLOPE SHALL BE REMOVED AND REPLACED WITH NO SEPARATE PAYMENT. 8. ALL PEDESTRIAN RAMPS LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE TRUNCATED DOMES PER ISPWC STANDARD DRAWING SD-712. DOMES SHALL BE CAST INTO CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED "YELLOW". 9. ALL ROADWAY CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF ADA COUNTY HIGHWAY DISTRICT OR THE APPROVED CONSTRUCTION PLANS. 10. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE ACHD RIGHT-OF-WAYS, THE PROJECT OWNERS REPRESENTATIVE WILL PARKING LOTS AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 11. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL: A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MACH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS CRITICAL FACTOR. E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. F. THE ASPHALT CUT LINE IS A 2.0' MINIMUM FOR PAVEMENT PATCHES (INCLUDING DRIVEWAY APPROACHES, AND UTILITY CUT STREET REPAIRS.) PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE ISPWC STANDARDS FOR STREET REPAIRS (SEE SD-301, SD-303, AND SD-806 (MINIMUM CROSS-SLOPE). 12. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY OR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE. 13. FOR SUBDIVISION SIGN INSTALLATION - OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 14. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 6. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. 7. ALL WATER LINES SHALL HAVE A MINIMUM 4.0' BURY DEPTH. 8. ALL WATER LINE TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. 9. CONTRACTOR SHALL COORDINATE AND PROVIDE TESTING AND DISINFECTION AS REQUIRED BY THE CITY OF MERIDIAN. 7. WATER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 1. ALL EARTHWORK INCLUDING BUT NOT LIMITED TO REMEDIATION, OVER EXCAVATION, REMOVAL OF UNSUITABLE SOILS, BUILDING PAD PREPARATION, SLOPE KEYING, CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, AND BACKFILL, SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS INCLUDED IN THE PROJECT GEOTECHNICAL REPORT UNDER THE DIRECTION AND SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. ALL EARTHWORK SHALL BE OVERSEEN, INSPECTED, TESTED, AND APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. 2. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. 3. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AN FUNCTIONING. 4. IF REQUIRED, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DIVISION OF ENVIRONMENTAL QUALITY IDEQ). CONTACT CRAIG SHEPHARD AT THE SOUTHWEST REGIONAL IDEQ OFFICE (208.373.0557). CONTRACTOR SHALL SUBMIT TO IDEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMP'S AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL FREE OF SEDIMENT SAND DEBRIS BEFORE IT LEAVES THE SITE. 5. CONTRACTOR SHALL OBTAIN APPROVAL OF ALL SUBGRADES FROM OWNER'S GEOTECHNICAL ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY FILL MATERIAL. 6. NO WORK SHALL BE PERFORMED WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A SECTION 404 PERMIT HAS BEEN ISSUED BY THE US ARMY CORP OF ENGINEERS. ALL WORK WITH THE WETLAND AREAS SHOWN HERE TO THE REQUIREMENTS OF SAID 404 PERMIT. 7. STRIP AND STOCKPILE TOPSOIL PER THE GEOTECHNICAL REPORT RECOMMENDATION AND DISPOSE OF DEBRIS OFFSITE. THE DEPTH OF STRIPPING WILL VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE. SOIL COMPOSITION INCLUDING SOIL TYPE, MOISTURE CONTENT, AND STABILITY, AND THE WEATHER CONDITIONS DURING CONSTRUCTION. STRIPPING DEPTHS SHALL BE DIRECTED BY THE GEOTECHNICAL REPRESENTATIVE. LOCATION OF STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER PRIOR TO PLACEMENT. 8. STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL REPORT. SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. 9. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMIT OR TO REMAIN, AND WHICH TREES ARE TO BE REMOVED. REMOVE TREES AND ROOT BALLS AS DIRECTED BY OWNER. 10. TOPSOIL AND OTHER STOCKPILE AREAS, TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. 11. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. 12. ALL MATERIAL FURNISHED ON, OR FOR, THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES, OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE REQUEST OF AGENCY AND OR THE ENGINEER. 13. ALL EXCESS EXCAVATED EARTH MATERIALS SHALL BE HAULED OFF SITE AND BE DISPOSED OF BY CONTRACTOR - NO SEPARATE PAYMENT SHALL BE MADE. 1. CONTRACTOR SHALL COORDINATE JOINT TRENCH UTILITY CONSTRUCTION FOR ALL UTILITY RUNNING LINES AND DEVICES. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 2. CONSTRUCT STREET LIGHTS IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS. PROVIDE ALL WORK AND MATERIALS REQUIRED, AND CONNECT STREET LIGHTS TO POWER. COORDINATE WORK WITH IDAHO POWER. 3. ALL UTILITY TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PER THE PROJECT GEOTECHNICAL REPORT. 4. UTILITIES INCLUDING WATER, SEWER, GAS, CABLE, POWER, AND TELEPHONE SHALL BE PROVIDED AS SHOWN ON THE PROJECT PLANS AND SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH THE RESPECTIVE UTILITY COMPANY FOR UTILITY IMPROVEMENTS. 5. CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANY TO PROVIDE STRUCTURAL BACKFILL FOR ALL UTILITY TRENCHES. 1. POLLUTION: COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. PROTECT AGAINST THE CONTAMINATION OF SOIL, WATER, OR AIR BY OIL, FUEL, FLUID SPILLS, CHEMICALS, GARBAGE, DEBRIS, OR OTHER WASTES AT ALL TIMES. 2. EQUIPMENT: EQUIPMENT IS TO BE SERVICED ONLY IN SERVICE AREAS. TAKE MEASURES TO PREVENT SPILLS OF OIL OR OTHER FLUIDS. 3. SANITARY: PROVIDE SANITARY FACILITIES FOR ALL WORKERS. 4. DUST CONTROL: HAVE AVAILABLE AT ALL TIMES ADEQUATE SPRINKLER EQUIPMENT TO ABATE. NO EXTRA PAYMENT WILL BE MADE FOR SPRINKLING OPERATIONS. FAILURE TO CONTROL DUST MAY RESULT IN TEMPORARY SHUTDOWN OF THE PROJECT. PROVIDE ALL WATER NECESSARY FOR SPRINKLING OPERATIONS. 5. SITE PROTECTION: LIMIT WORK TO ONLY THOSE AREAS AS DEFINED ON THE PLANS AND ONLY AS NECESSARY. PROTECT EXISTING SITE AGAINST DAMAGE AND EROSION. 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SWPPP PREPARED FOR THIS PROJECT. 7. THE CONTRACTOR IS RESPONSIBLE FOR NOI'S WITH EPA AND ALL STATE AND LOCAL PERMITTING. 8. CONTRACTOR SHALL PREPARE AND SUBMIT (2) TWO COPIES OF THE COMPLETE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) TO ACHD CONSTRUCTION SERVICES AT THE TIME THE RIGHT-OF-WAY PERMIT APPLICATION IS SUBMITTED. ALLOW 72-HOURS FOR ACHD REVIEW AND APPROVAL. 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 4/27/21 02/17/22 FPS-2022-0003 N K S S O R 1 0 8 1 3 N G I N E E R R E G I S T E R E D 4-22-21 Plans Are Accepted For Public Street Construction - - APPROVED FOR CONSTRUCTION IDAHO - - 1 CITY OF MERIDIAN PLAN CHECK COMMENTS 4-5-21 4-22-21 C1.0 FOUND BRASS/ALUMINUM CAP 5/8" IRON PIN WITH PLASTIC CAP CALCULATED POINT FOUND 5/8" IRON PIN WITH PLASTIC CAP FOUND 1/2" IRON PIN WITH PLASTIC CAP SET 1/2" IRON PIN WITH PLASTIC CAP EXISTING SEWER EXISTING WATER EXISTING CABLE EXISTING CENTERLINE EXISTING DITCH EXISTING EDGE OF GRAVEL EXISTING EDGE OF PAVEMENT EXISTING FENCE EXISTING FIBER OPTICS EXISTING GAS EXISTING GRAVITY IRRIGATION EXISTING JOINT TRENCH EXISTING OVERHEAD POWER EXISTING PRESSURE IRRIGATION EXISTING STORM EXISTING TELEPHONE EXISTING TELEPHONE & FIBER EXISTING TOE OF SLOPE EXISTING TOP OF BANK EXISTING UNDERGROUND POWER PROPOSED SEWER PROPOSED 8" SEWER PROPOSED 6" SEWER PROPOSED 4" SEWER PROPOSED WATER PROPOSED 1" WATER PROPOSED 1.5" WATER PROPOSED 2" WATER PROPOSED 6" WATER PROPOSED 8" WATER PROPOSED 10" WATER PROPOSED 12" WATER PROPOSED STORM DRAIN PROPOSED PRESSURE IRRIGATION PROPOSED GRAVITY IRRIGATION PROPOSED EDGE OF PAVEMENT PROPOSED EDGE OF GRAVEL PROPOSED SAWCUT PROPOSED DITCH CENTERLINE PROPOSED TOP OF BANK PROPOSED TOE OF SLOPE PUID EASEMENT PROPOSED GRADE BREAK PROPERTY LINE SIGNAL JUNCTION BOX SIGNAL BENCHMARK SLOPE TOP BACK OF CURB TOP BACK OF REVERSE CURB TOP BACK OF VERT. CURB W/O GUTTER TOP BACK OF ROLLED CURB TOP OF WALK CONCRETE SPOT ELEVATION LIP OF GUTTER FLOW LINE ASPHALT EDGE OF PAVEMENT EDGE OF GRAVEL CENTERLINE BACK OF WALK FINISHED GRADE GROUND CONCRETE PIPE CORRUGATED METAL PIPE PVC PIPE EXISTING TREE EXISTING LIGHT EXISTING MAILBOX EXISTING CONTOUR PROPOSED CONTOUR EXISTING SIGN EXISTING MANHOLE EXISTING INLET EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED VALVE PROPOSED METER PROPOSED BLOW-OFF WATER FITTINGS PROPOSED SAND AND GREASE TRAP CONCRETE CURB AND GUTTER CONCRETE IRRIGATION BOX DIRECTION OF DOWNWARD SLOPE DIRECTIONAL STRIPING CABLE RISER POWER/ELECTRICAL TELEPHONE RISER POWER/TELEPHONE POLE CLEANOUT KEYED NOTE TBC TBC-R TVC TRC WALK CONC LIP FL AC EP EG CL BOW FG GND CMP RCP PVC 1 XX ------ DETAIL NUMBER SHEET NUMBER A GEOTECHNICAL INVESTIGATION WAS PERFORMED AS PART OF THE DESIGN OF THIS PROJECT BY MATERIALS TESTING AND INSPECTION DATED 3/14/19, INCLUDING ALL ADDENDUMS. ALL CONDITIONS AND REQUIREMENTS CONTAINED THEREIN ARE HEREBY INCORPORATED IN TO THESE CONSTRUCTION PLANS AND CONTRACT FOR THE WORK BY REFERENCE. WHERE CONFLICTS EXIST BETWEEN THE GEOTECHNICAL INVESTIGATION AND THE PROJECT PLANS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. JOCELYN PARK SUBDIVISION NO. 2 FINAL PLAT - JOCELYN PARK SUBDIVISION NO. 2 C1.0 COVER SHEET, LEGEND, & CONTACTS C1.1 NOTES C1.2 TOPOGRAPHIC SURVEY GD.1 GRADING PLAN - AREA A GD.2 GRADING PLAN - AREA B RD.0 ROADWAY - TYPICAL SECTIONS RD.1 ROADWAY - S. GARIBALDI PL. (STA 1+42.49 TO 6+11.33) RD.2 ROADWAY - DETAILS SD.1 STORM DRAIN PLAN - AREA 1 SD.2 STORM DRAIN PLAN - AREA 3 SD.2 STORM DRAIN - ACHD DETAILS UT.1 WATER & SEWER LINE C2 (STA 1+63.23 TO 6+05.33) PI.1 PRESSURE IRRIGATION - PLAN & DETAILS PI.2 PRESSURE IRRIGATION - NMID STANDARD SPECIFICATIONS SL.1 STREET LIGHT PLAN SL.2 SIGNAGE PLAN NORTH S. MERIDIAN RD. W. VICTORY RD. COVER SHEET, LEGEND, & CONTACTS OWNER HAYDEN HOMES IDAHO, LLC C/O ERIC SCHECK 1406 N. MAIN ST. MERIDIAN, ID 83642 T.208.948.7012 ESCHECK@HAYDEN-HOMES.COM CIVIL ENGINEER ERICKSON CIVIL, INC. PROJECT MANAGER - ROSS ERICKSON P.E. 6213 N. CLOVERDALE ROAD SUITE 125 BOISE, IDAHO 83712 T.208.846.8955 C.208.867.3954 ROSS@ERICKSONCIVIL.COM PROFESSIONAL LAND SOLUTIONS, INC. LAND SURVEYOR PROJECT MANAGER - CLINT HANSEN P.L.S. 231 E. 5TH AVE. MERIDIAN, IDAHO 83642 T.208.288.2040 CHANSEN@LANDSOLUTIONS.BIZ IRRIGATION BOISE PROJECT BOARD OF CONTROL DISTRICT TOM RITTHALER 2465 OVERLAND RD. BOISE, ID 83705 T.208.344.1141 PRESSURE BOISE PROJECT BOARD OF CONTROL IRRIGATION TOM RITTHALER 2465 OVERLAND RD. BOISE, ID 83705 T.208.344.1141 CITY OF MERIDIAN BUILDING DEPARTMENT 33 E, BROADWAY AVE. MERIDIAN, ID 83642 T.208.887.2211 WATER SERVICE CITY OF MERIDIAN WATER DEPT. PROVIDER 2235 NW 8TH ST. MERIDIAN, ID 83646 T.208.888.5242 SEWER SERVICE CITY OF MERIDIAN PROVIDER 33 E, BROADWAY AVE. MERIDIAN, ID 83642 T.208.898.5500 POWER IDAHO POWER COMPANY SCOTT PINKSTON T.208.388-5446 GAS INTERMOUNTAIN GAS CO. BRYCE OSTLER T.208.377.6812 TELEPHONE CENTURY LINK LEO ARTEAGA T.208.385.2440 LEO.ARTEAGA@CENTURYLINK.COM SWPPP SYMAN, LLC PREPARER DAVE EVERSON 2101 DELTA DR. NAMPA, IDAHO 83687 T.208.287.8420 2101 DELTA DR. NAMPA, ID 83687 PROJECT DATUM: NAVD 88. CONTRACTOR SHALL CONFIRM NAVD 88 ELEVATIONS AND LOCATIONS FOR ALL PROJECT CONTROL POINTS PRIOR TO START OF CONSTRUCTION. TO BE VERIFIED IN FIELD BY SURVEYOR CP# X CP# 1 DESC: 1.5" ALUM. CAP N: 696429.1290 E: 2453113.4130 EL: 2656.812 CP# 2 DESC: 5 8"REBAR N: 696434.4543 E: 2452646.3333 EL: 2661.199 CP# 3 DESC: 5 8"REBAR N: 696048.4977 E: 2453104.7246 EL: 2662.957 CP# 4 DESC: 5 8"REBAR N: 695431.5283 E: 2453343.1273 EL: 2672.251 CP# 5 DESC: 5 8"REBAR N: 695367.2422 E: 2453242.6372 EL: 2669.145 CP# 6 DESC: 5 8"REBAR N: 695450.4475 E: 2452860.3842 EL: 2668.317 CP# 7 DESC: 5 8"REBAR N: 695960.6613 E: 2452743.8238 EL: 2659.521 4/27/21 02/17/22 FPS-2022-0003 JOCELYN PARK SUBDIVISION NO. 2 STATE OF __________________ COUNTY OF ________________ S.S. NOTARY PUBLIC FOR THE STATE OF IDAHO MY COMMISSION EXPIRES RESIDING AT ON THIS ____ DAY OF ____________ , 20___, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED ___________________________________, KNOWN OR PRESENTED TO ME TO BE A MANAGER OF CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. 02/17/22 FPS-2022-0003 ADJACENT PROPERTY LINE PUBLIC UTILITY, PRESSURE IRRIGATION & LOT DRAINAGE EASEMENT LINE - SEE NOTES 1 & 2 OTHER EASEMENT AS NOTED DATA OF RECORD CALCULATED POINT, NOT SET DETAIL N.T.S. 0' 40' 80' 160' SCALE: 1" = 80' THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES JOCELYN PARK SUBDIVISION NO. 1, MERIDIAN HEIGHTS NO. 2 SUBDIVISION, MERIDIAN HEIGHTS NO. 3 SUBDIVISION, INFORMATION FROM RECORD OF SURVEY NUMBERS 2242, 9618, AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. 02/17/22 FPS-2022-0003