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Meridian Parking Lot Approved Plans
J+ t9 CIYOFM R1 IAN CONSTRUCTION PLANS �d C zW o W o z a 3 a x 00 FOR o�WU�U=da. � � o � a CL L E G E N D See Standards For Specifics 10" W New Potable Water Main 8" SS New Sanitary Sewer Main 2 3 C.L. of Roadway Existing Edge of Pavement or ravel r 2"e cin n Existing Drain or Irrigation Pipe Existing Ditch or Flow line Existing Property Line Existing Fence and Gate or- T er. TV or. IJP er. S Existing Utility Line With Initial Existing Concrete Sidewalk Existing Curb,Gutter,and Sidewalk O O Existing and New Water Valve & Existing and New Water Meter C-3.0 Fire Hydrant i--�E Light Pole �--� Utility Pole With Anchor C-6.0 Sign @ (JO Existing and New Manholes E-] 00 00 0 0 Existing and New Catch Basin Deciduous And Evergreen Tree Deciduous And Evergreen Bushes Existing Building Sprinkler Box Telephone Riser Revision Note Asphalt Repair Gravel Repair Concrete Repair Lawn Sod Repair Ul CITY HALL WEST SIDE PARKING LOT PROJECT NO. 10459 APRIL 2015 FAIRVIEW AVE UPRR FRANKLIN RD NOTE: COORDINATES SHOWN WERE ESTABLISHED FROM THE NAD 83 IDAHO STATE PLANE MODIFIED TO THE ADA COUNTY LOCAL GIS COORDINATES. ALL ELEVATIONS ARE BASED ON THE NAVD 88 DATUM. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING AN IDAHO P.L.S. REFERENCE AND REPLACE ALL DISTURBED LAND MONUMENTS. USTICK RD 00 PROJECT SITE SHEET INDEX C-0.0 TITLE SHEET C-1.0 NORTH ENTRANCE GRADING DETAIL/STANDARD NOTES - C-2.0 SITE DEMOLITION PLAN C-3.0 SITE PLAN C-4.0 GRADING PLAN C-5.0 DRAINAGE DETAILS AND PAVEMENT SECTION C-6.0 EROSION AND SEDIMENT CONTROL PLAN E-0.0 ELECTRICAL COVER SHEET AND SPECIFICATIONS E-1.0 ELECTRICAL PLAN L-1.1 LANDSCAPE PLAN L-1.5 LANDSCAPE DETAILS L-2.1 IRRIGATION PLAN L-2.5 IRRIGATION DETAILS L-2.6 IRRIGATION DETAILS 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 the ACHD assumes no liability for errors or deficiencies in the design. All variances from ACHD Policy shall be approved in writing. The following variances, listed by date and short description, were approved for the project: none Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical— ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Yngineer of these responsibilities. BY -14 DATE: ADA COU HIGHWAY DISTRICT IDAHO APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities In compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be su )mitt for review and compliance with the Meridian City Standards a Specifications before said reviiootucted. Name Date s CALL DIGLINE 48 HOURS PRIOR TO EXCAVATION PHONE 1-800-342-1585 TO REQUEST U.C. LOCATIONS z 0 0 d z Ua z O H � E-4 z Cn F� r`� A z O a � W r M�1 W z W Z � H r~ Z O H U N O cCDD CK M N 00 :9 04r; �a000 W 00 -00 NQz 00 o M � v 01� W 00 M N I 0 J Z C4 Z 9 Z Q W Z W p O 0 y �, W _ Z O a � DATE: APRIL 2015 DRAWING: SHT01.DWG JOB NO: 15007 SHEQEgE-�Q� UN0 1 P rP THERE MAY BE SEVERAL EXISTING SEWER SERVICE STUBS ON SITE. IF STUBS ARE ENCOUNTERED DURING CONSTRUCTION THE CONTRACTOR SHALL REMOVE EXISTING SERVICE LINE AS REQUIRED TO COMPLETE CONSTRUCTION. CONTRACTOR SHALL THEN CAP THE REMAINING SERVICE LINE. COORDINATE WITH CITY PROJECT INSPECTOR. NOTES: 1. ALL ITEMS SHOWN ON THIS SHEET SHALL BE PAID FOR ON A LUMP SUM BASIS UNDER BID ITEM 201.4.1.C.1. — REMOVAL OF OBSTRUCTIONS UNLESS OTHERWISE NOTED. THIS BID ITEM SHALL ALSO • INCLUDE THE REMOVAL OF ANY OTHER OBSTRUCTIONS REQUIRED TO COMPLETE PROJECT. 2. THE EXISTING SITE CONSISTS OF FILL SOILS THAT MAY CONTAIN CONCRETE, ASPHALT, LUMBER AND OTHER CONSTRUCTION DEBRIS AND OTHER DELETERIOUS MATERIALS. SEE GEOTECHNICAL ENGINEERING REPORT DATED MARCH 30, 2015 PREPARED BY TERRACON CONSULTANTS FOR SITE FINDINGS AND CONSTRUCTION RECOMMENDATIONS. CONTRACTOR SHALL COMPLY COMPLETELY WITH REPORT. A COPY OF THE REPORT HAS BEEN PROVIDED IN PROJECT SPECIFICATIONS. 3. CONTRACTOR SHALL CAREFULLY REVIEW GEOTECHNICAL ENGINEERING REPORT AND MAKE HIMSELF FAMILIAR WITH EXISTING SITE CONDITIONS AND POTENTIAL SITE CONDITIONS. 0 10 20 40 60 SCALE: 1"=20' 3 � S APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards ar4,p Specifications before said revision is constructed. Name -, Date Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical— ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered gineer of these responsibilities. BYfi7Z�4 DATE: _ ADA CO HI HWAY DISTRICT Ci 0 W ; o z a 3 a Y M O to W U U W' a 3 U Q (L W Q V) Z 0 V) 2011 ac Lj W F- O Z VCn z04 0 N� T�a/w V1 E-4 cn V1 z To a �y FWF� VT�1T� H � 0 TIS! V 0 J C� z _ z _ a IL W W O L6 0 to >„ W NJH V J a _ O coo ex M N OBJ 0'q OD �= I Q W e OD .o.1% Z OD to Q N M0 v p1W 00 W N M DATE: APRIL 2015 DRAWING: IDESIGN.DWG JOB NO: 15007 SHEET C-2.0 z a mi L z 0 _ N 0 W W a 1. ALL DIMENSIONS ARE TO NEAREST EDGE OF CURB OR LIP OF GUTTER. 2. DETECTABLE WARNING DOMES/TILES SHALL BE TRAFFIC YELLOW IN COLOR. 3. CONTRACTOR SHALL COORINATE THE INSTALLATION OF WATER METER IN EXISTING VAULT WITH THE CITY. METER TO BE PROVIDED BY THE CITY. 4. SEE IRRIGATION AND LIGHTING PLAN SHEETS FOR REQUIRED CONDUITS TO BE INSTALLED. 5. THE EXISTING SITE CONSISTS OF FILL SOILS THAT MAY CONTAIN CONCRETE, ASPHALT, LUMBER AND OTHER CONSTRUCTION DEBRIS AND OTHER DELETERIOUS MATERIALS. SEE GEOTECHNICAL ENGINEERING REPORT DATED MARCH 30, 2015 PREPARED BY TERRACON CONSULTANTS FOR SITE FINDINGS AND CONSTRUCTION RECOMMENDATIONS. CONTRACTOR SHALL COMPLY COMPLETELY WITH REPORT. A COPY OF THE REPORT HAS BEEN PROVIDED IN PROJECT SPECIFICATIONS. BENCHMARKS TBM #1 CHISEL BOX IN TBVC ELEV. = 2603.28 TBM #2 CHISEL BOX IN TBVC ELEV. = 2604.85 DATUM: NAVD 88 0 10 20 40 60 SCALE: 1"=20' CONSTRUCTION KEY NOTES OTYPE "P" SURFACE RESTORATION, PER ISPWC SD -301, SD -303 AND SD -806, ITEM 307.4.1.G.1. O2 12"0, SDR 35, PVC STORM DRAIN PIPE, ITEM 601.4.1.A.5. O O O O O O O 10 11 12 13 14 15 16 17 18 19 20 21 22 12"0, SDR 35, PVC PERFORATED STORM DRAIN PIPE, INCIDENTAL TO ITEM SP -1. INLET CATCH BASIN, TYPE I, ITEM 602.4.1.F.1. 1000 GALLON PRE -CAST SEDIMENT BOX, ITEM 602.4.1.H.1. DRAIN TRENCH PER DETAIL ON SHEET C-5.0, ITEM SP -1. DRAIN TRENCH MONITORING WELL PER DETAIL ON SHEET C-5.0, INCIDENTAL TO ITEM SP -1. GROUND WATER MONITORING WELL PER DETAIL ON SHEET C-5.0, INCIDENTAL TO ITEM SP -1. STANDARD 6" VERTICAL CURB (NO GUTTER), ITEM 706.4.1.A.3. STANDARD 6" VERTICAL CURB AND GUTTER, PER ACHD SUPPLEMENTAL SD -701, ITEM 706.4.1.A.5. CONCRETE VALLEY GUTTER, PER ACHD SUPPLEMENTAL SD -708, ITEM 706.4.1.B.1. PEDESTRIAN RAMP, TYPE "C4", PER DETAIL SHEET C-1.0 AND ISPWC SD -712C, ITEM 706.4.1.H.1. RETAIN AND PROTECT EXISTING CONCRETE COLLAR, INCIDENTAL TO PROJECT EDGE DRAIN, TYPICAL OF ALL CURBING, SEE DETAIL SHEET C-5.0, ITEM SP -3. MATCH EXISTING, INCIDENTAL TO PROJECT. STANDARD 3" ROLLED CURB AND GUTTER, PER ACHD SUPPLEMENTAL SD -702, ITEM 706.4.1.A.1. PAVEMENT MARKINGS, ITEM 1104.4.1.A.1. SAW CUT NEAT MATCH LINE, INCIDENTAL TO PROJECT. PAVEMENT SECTION PER DETAIL SHEET C-5.0. ADJUST WATER SERVICE TO GRADE, ITEM SP -2. RETAIN AND PROTECT EXISTING PROPERTY PINS. 5' CURB TERMINUS, INCIDENTAL TO CURB ITEM. Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered gineer of these rnsibilities. 7 BY DATE: ADA 66e HIGHWAY DISTRICT APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards aN__`> ecifications before said revision is constructed. Name Date � l 0 ~ o g!� 3 m v M o D U 5 U V' Q a V) z 0 V) W Q 0 6 z DATE: APRIL 2015 DRAWING: CIESIGN.DWG JOB NO: 1:5007 SHEET C-3.0 Oto IX r4) Z 00 '- a0.* G Q1 00 Wa00 .� Z OD N Q N 00 W cV 2 Z a mi o. W 1- _ U) TBC CURVE DATA CURVE RADIUS POINT RADIUS C1 STA. 9+91.63 49.00' RT 6.00 C2 STA. 10+04.60 46.50' RT 3.00 C3 STA. 10+10.36 74.84' RT 3.00 C4 STA. 11+28.39, 79.73' RT 1.00 C5 STA. 11+36.05, 81.73' RT 3.00 C6 STA. 12+69.59 80.92' RT 1.00 C7 STA. 13+08.92 51.50' RT 8.00 C8 STA. 13+13.99 58.50' RT 15.00 C9 STA. 13+13.20, 2.00' RT 15.00 C10 STA. 9+89.19 13.00' RT 6.00 C11 STA. 10+27.66 40.01' RT 3.00 C12 STA. 10+32.18 35.50' RT 3.00 C13 STA. 10+39.83 33.50' RT 1.00 C14 STA. 10+29.31 56.74' RT 1.00 C15 STA. 10+27.56 52.16' RT 3.00 C16 STA. 11+28.39, 63.73' RT 1.00 C17 STA. 11+59.46, 35.50' RT 3.00 C18 STA. 111+67.111, 33.50' RT 1.00 C19 STA. 11+36.05, 61.73' RT 3.00 C20 STA. 12+55.67 63.73' RT 1.00 C21 STA. 12+82.10 41.54' RT 1 4.00 C22 STA. 12+57.12 46.73' RT 18.00 APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards aN__`> ecifications before said revision is constructed. Name Date � l 0 ~ o g!� 3 m v M o D U 5 U V' Q a V) z 0 V) W Q 0 6 z DATE: APRIL 2015 DRAWING: CIESIGN.DWG JOB NO: 1:5007 SHEET C-3.0 Oto IX r4) Z 00 '- a0.* G Q1 00 Wa00 .� Z OD N Q N 00 W cV 2 Z a mi o. W 1- _ U) NOTES 1. ALL ELEVATIONS ARE TO THE TOP OF CURB(TBC), LIP OF GUTTER (LIP) OR TOP OF ASPHALT(EP) UNLESS OTHERWISE NOTED. 2. 6" REVEAL TYPICAL FOR VERTICAL CURB WITHOUT GUTTER 3. PER ACHD SUPPLEMENTAL SD --709 SIDEWALK SHALL SLOPE TOWARDS STREET AT 1.75% t0.25%. NO TOLERANCES WILL BE ALLOWED BY ACHD. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL LANDSCAPE AREAS AS REQUIRED TO RETAIN ALL DRAINAGE ONSITE. 0 10 20 40 60 SCALE: 1"=20' **A PORTION OF THE EXCAVATED SITE MATERIAL SHALL BE PLACED IN LANDSCAPE AREAS AS NEED TO PROVIDE A GENERALLY STRAIGHT GRADE BETWEEN NEW CURB AND EXISTING OR NEW BACK OF SIDEWALKS. AREAS SHALL BE GRADED TO RETAIN ALL DRAINAGE ON LANDSCAPE AREAS. 0(4 [DIAN APPROVED FOR ioaHo CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed In writing by the City. Any proposed revision to these plans must be submifor review and compliance with the Meridian City Standards Ond Specifications before said revision is constructed. /fJIName -2 I 7/ Date Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical— ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registeredngineer of these responsibilities. BY '%i' DATE: _ZIIA ADA COU HIGHWAY DISTRICT 0 Z W Z W W W to (/� U V W 0. 0. 3 �- U CL Q CL W Q U) Z O V) W t= O Z • U a z 0 V1 z Cn 1!� 9E-4 93 C-4 F� A ZOOD� ao� am aO 0 cn Ix CO W OD ' , NQo 4 Q, OC r Woo W N W N� W � Z V1 a TNS V 0 � 0 z _ Z a � _ a W Q W 2 Lim0 >0Wj W F v J a >0 1. I u DATE: APRIL 2015 DRAWING: DESIGN.DWG JOB NO: 15007 SHEET C-4.0 z a J L Q z IW=2597.20 TBC=2601.85 3' 8.5't 5' 0 INLET 1 11 TOP OF TYPE 1 INLET W/ 1' SUMP ISPWC SD -601 INV=2598.46 7LF12"003.3% INV=2598.36 EDGE DRAIN 4"0 INV=2599.03 1000 GALLON SEDIMENT BOX PER ISPWC SD -624 2-1/2" MINUS —� WASHED DRAIN ROCK CAST IRON LOCKING FRAME AND COVER 4"0 NON -PERFORATED —� PVC PIPE FROM GROUND TO BOTTOM OF DRAIN ROCK LAYER. 4"0 PERFORATED PVC PIPE TO TOP SAND BED. WRAP PERFORATED PIPE �tl/�tI �t���tl��t WITH NON -WOVEN FILTER int FABRIC (MIRAFl 170N OR • •�t• •�t• •.tom .�t� ;i Q APPROVED EQUAL). ZX z 6¢ IN In o I =D 20 _of 0 4"0 PVC - CAP 56' DRAIN TRENCH DESIGN PAVEMENT SECTION FILTER SAND PER ITD STANDARD SPECIFICATION 703.02 FINE AGGREGATE FOR CONCRETE DRAIN TRENCH #2 (SOUTH) SCALE: 1"= 10'-0" 65' DRAIN TRENCH VI♦ Wll\V I LIQ IIV VIn1\Vlll\V JI VVII IVl\IIVI\ 703.02 FINE AGGREGATE FOR CONCRETE DRAIN TRENCH Itl (NORTH) SCALE: 1'= 10'-0" DRAIN TRENCH OBSERVATION WELL r FINISH GRADE 2'-0" MIN. o I 11 " (NTS) DRAIN TRENCH SCALE: 1"=2'-O* ,,,- WRAP DRAIN ROCK WITH NON -WOVEN FILTER FABRIC (MIRAFI 170N OR CO APPROVED EQUAL). OVERLAP JOINT 2' MIN. AND STAPLE. z GROUNDWATER FOUND IN MONITOR WELL AT DEPTH OF 8.5 FEET BGS ON 3/31/15. ELEVATION = 2590.97 NOTES: 1. SAND BED MAY BE ELIMINATED IF EXISTING NATIVE MATERIALS PROVIDE EQUIVALENT SAND FOR FILTRATION OF THE STORM WATER. THE CONTRACTOR SHALL EXCAVATE A MINIMUM OF ONE TEST PIT THAT EXTENDS FOUR (4) FEET BELOW THE BOTTOM OF THE TRENCH TO EVALUATE THE SOIL FOR GROUNDWATER OR IMPERMEABLE SOILS. CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT AND THE ENGINEER TO COORDINATE INSPECTION OF THE TEST PIT PRIOR TO BACKFILL 2. THE BOTTOM OF SAND ELEVATION SHOWN ON THE PLANS IS THE MINIMUM EXCAVATION DEPTH. EXCAVATE TO FREE DRAINING SOILS. CONTACT THE ENGINEER PRIOR TO CONSTRUCTING THE DRAIN TRENCH IF THERE IS ANY QUESTION AS TO WHETHER FREE DRAINING SOILS HAVE BEEN PENETRATED. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 -FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY. CAST IRON LOCKING FRAME AND COVER INV=2598.01 2-1/2" MINUS WASHED DRAIN ROCK TBC=2601.04 0 INLET TYPE 1 INLET W/ 1' SUMP ISPWC SD -601 INV=2597.65 7LF12"003.3% INV=2597.55 EDGE DRAIN 4"0 INV=2598.22 1000 GALLON SEDIMENT BOX PER ISPWC SD -624 "ROUND WATER MONITORING WELL )CATE PERPENDICULAR TO DRAIN RENCH OBSERVATION WELL AND 25' IN. AWAY FROM DRAIN TRENCH. MI►N. PIPE MUST BE INSTALLED STRAIGHT AND PLUMB 4"0 NON -PERFORATED PVC PIPE FROM GROUND TO BOTTOM OF SEEPAGE BED ENCASE PERFORATED PIPE IN 2' MIN OF 2 1/2" MINUS WASHED DRAIN ROCK. WRAP DRAIN ROCK IN NON- WOVEN FILTER FABRIC 4"0 PERFORATED PVC PIPE FROM BOTTOM OF DRAIN TRENCH TO THE BOTTOM OF THE SAND BED OR 3'-0" MIN. BELOW DRAIN TRENCH IF NO SAND BED IS INSTALLED. ��-- 4"0 PVC CAP GROUND WATER MONITORING WELL SCALE: 1 "=2'-0" LANDSCAPE AREA EDGE DRAIN WRAP DRAIN ROCK WITH NON -WOVEN FILTER FABRIC (MIRAFI 170N OR APPROVED EQUAL). TOP AND SIDES ADJACENT TO SOIL. 12" OF 2-1/2" MINUS WASHED DRAIN ROCK 12" 16" STD6" VERTICAL CURB &GUTTER i- DESIGN PAVEMENT SECTION "- SUBGRADE 4"0 ADS CORRUGATED HDPE PERFORATED DRAIN PIPE WITH FILTER SOCK* EDGE DRAIN — CURB WITH GUTTER SCALE: 1 "=2'-0" *ALL EDGE DRAIN PIPES SHALL BE CONNECTED TOGETHER AND SHALL DRAIN TO SEDIMENT BOX. CONNECTION POINTS ARE SHOWN ON PLANS FOR DEMONSTRATION PURPOSES. CONTRACTOR MAY REVISE CONNECTION POINTS AT HIS DISCRETION. PROVIDE 4"0 SDR35 PVC NON -PERFORATED PIPE UNDER CURB AND PAVEMENT SECTION. STD. 6" VERTICAL CURB (NO GUTTER) LANDSCAPE AREA EDGE DRAIN 6" i- DESIGN PAVEMENT SECTION WRAP DRAIN ROCK WITH NON -WOVEN FILTER FABRIC (MIRAFI 170N OR APPROVED EQUAL). TOP AND SIDES ADJACENT TO SOIL. `- SUBGRADE 4"0 ADS CORRUGATED HDPE PERFORATED 12" OF 2-1/2" MINUS WASHED DRAIN ROCK DRAIN PIPE WITH FILTER SOCK* 3" of Hot Plant Mix Asphalt r- 5" of 3/4" Minus Crushed Aggr. Base Course n e :•° e,' e P O e - o e a. e . ' •• :Rn C1 n .•n 1-12" of 6" Minus Pit Run Gravel Compacted Subgrade PARKING LOT ASPHALT PAVEMENT SECTION N.T.S. * See Geotechnical Engineering Report prepared by Terracon dated March 30, 2015 for site and subgrode preparation requirements and other earthwork recommendations and requirements. a 2.5"* of Hot Plant Mix Asphalt r-4** of 3/4" Minus Crushed Aggr. Base Course -° - • - - e * or match existing section; • a.: whichever is greater. A ° C) e- : .g O- a "o a •Q• -. ,o. '-14"* of 6" Minus Pit Run Gravel Compacted Subgrade BROADWAY AVE./RAILROAD ST. TYPE P SURFACE REPAIR SECTION N.T.S. Actual Field Conditions during trenching may require additional pavement repair beyond the limits shown on the plan. The following conditions are listed in Section 6000 of the ACHD Policy Manual. 1) 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. 2) If the cumulative damaged pavement area exceeds 50% of the total road surface, contractor shall replace the entire roadway surface. 3) Contractor shall replace the pavement surface to ensure match line does not fall within the wheel path of a lane. Match line shall only fall in the center or edge of a travel lane. 4) 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 a critical factor. 5) Any exceptions to these rules shall be pre -approved in writing by District Staff before construction begins. EDGE DRAIN — CURB WITH NO GUTTER SCALE: 1"=2'-O" *ALL EDGE DRAIN PIPES SHALL BE CONNECTED TOGETHER AND SHALL DRAIN TO SEDIMENT BOX. CONNECTION POINTS ARE SHOWN ON PLANS FOR DEMONSTRATION PURPOSES. CONTRACTOR MAY REVISE CONNECTION POINTS AT HIS DISCRETION. PROVIDE 4"0 SDR35 PVC NON -PERFORATED PIPE UNDER CURB AND PAVEMENT SECTION. Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered E ineer of these responsibilities. BY � �nATE: ADA COUN IGHWAY DISTRICT C� IDAHO APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards a Specifications before said revision isconstructed. Name Date 0 U O Il 3Q a. U 2 W d in 1 U W -2 j W o v a CL 12 0 0 z U � z O M-.1 0 E=4 z Ui W W 1/ w F-� 0 Eof t� H Z h� O � U Z a OC W L6 O SO0 H O c(D CK t'n N 00'_ Qom 0 I La 0 co 00 z ao N Q N M Dv an � co W N DATE: APRIL 2015 DRAWING: SHT06.DWG JOB NO: 15007 SHEEI� C-5.0 J a W "t• �tl/�tI �t���tl��t int • •�t• •�t• •.tom .�t� ;i IN o I 11 " (NTS) DRAIN TRENCH SCALE: 1"=2'-O* ,,,- WRAP DRAIN ROCK WITH NON -WOVEN FILTER FABRIC (MIRAFI 170N OR CO APPROVED EQUAL). OVERLAP JOINT 2' MIN. AND STAPLE. z GROUNDWATER FOUND IN MONITOR WELL AT DEPTH OF 8.5 FEET BGS ON 3/31/15. ELEVATION = 2590.97 NOTES: 1. SAND BED MAY BE ELIMINATED IF EXISTING NATIVE MATERIALS PROVIDE EQUIVALENT SAND FOR FILTRATION OF THE STORM WATER. THE CONTRACTOR SHALL EXCAVATE A MINIMUM OF ONE TEST PIT THAT EXTENDS FOUR (4) FEET BELOW THE BOTTOM OF THE TRENCH TO EVALUATE THE SOIL FOR GROUNDWATER OR IMPERMEABLE SOILS. CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT AND THE ENGINEER TO COORDINATE INSPECTION OF THE TEST PIT PRIOR TO BACKFILL 2. THE BOTTOM OF SAND ELEVATION SHOWN ON THE PLANS IS THE MINIMUM EXCAVATION DEPTH. EXCAVATE TO FREE DRAINING SOILS. CONTACT THE ENGINEER PRIOR TO CONSTRUCTING THE DRAIN TRENCH IF THERE IS ANY QUESTION AS TO WHETHER FREE DRAINING SOILS HAVE BEEN PENETRATED. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 -FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY. CAST IRON LOCKING FRAME AND COVER INV=2598.01 2-1/2" MINUS WASHED DRAIN ROCK TBC=2601.04 0 INLET TYPE 1 INLET W/ 1' SUMP ISPWC SD -601 INV=2597.65 7LF12"003.3% INV=2597.55 EDGE DRAIN 4"0 INV=2598.22 1000 GALLON SEDIMENT BOX PER ISPWC SD -624 "ROUND WATER MONITORING WELL )CATE PERPENDICULAR TO DRAIN RENCH OBSERVATION WELL AND 25' IN. AWAY FROM DRAIN TRENCH. MI►N. PIPE MUST BE INSTALLED STRAIGHT AND PLUMB 4"0 NON -PERFORATED PVC PIPE FROM GROUND TO BOTTOM OF SEEPAGE BED ENCASE PERFORATED PIPE IN 2' MIN OF 2 1/2" MINUS WASHED DRAIN ROCK. WRAP DRAIN ROCK IN NON- WOVEN FILTER FABRIC 4"0 PERFORATED PVC PIPE FROM BOTTOM OF DRAIN TRENCH TO THE BOTTOM OF THE SAND BED OR 3'-0" MIN. BELOW DRAIN TRENCH IF NO SAND BED IS INSTALLED. ��-- 4"0 PVC CAP GROUND WATER MONITORING WELL SCALE: 1 "=2'-0" LANDSCAPE AREA EDGE DRAIN WRAP DRAIN ROCK WITH NON -WOVEN FILTER FABRIC (MIRAFI 170N OR APPROVED EQUAL). TOP AND SIDES ADJACENT TO SOIL. 12" OF 2-1/2" MINUS WASHED DRAIN ROCK 12" 16" STD6" VERTICAL CURB &GUTTER i- DESIGN PAVEMENT SECTION "- SUBGRADE 4"0 ADS CORRUGATED HDPE PERFORATED DRAIN PIPE WITH FILTER SOCK* EDGE DRAIN — CURB WITH GUTTER SCALE: 1 "=2'-0" *ALL EDGE DRAIN PIPES SHALL BE CONNECTED TOGETHER AND SHALL DRAIN TO SEDIMENT BOX. CONNECTION POINTS ARE SHOWN ON PLANS FOR DEMONSTRATION PURPOSES. CONTRACTOR MAY REVISE CONNECTION POINTS AT HIS DISCRETION. PROVIDE 4"0 SDR35 PVC NON -PERFORATED PIPE UNDER CURB AND PAVEMENT SECTION. STD. 6" VERTICAL CURB (NO GUTTER) LANDSCAPE AREA EDGE DRAIN 6" i- DESIGN PAVEMENT SECTION WRAP DRAIN ROCK WITH NON -WOVEN FILTER FABRIC (MIRAFI 170N OR APPROVED EQUAL). TOP AND SIDES ADJACENT TO SOIL. `- SUBGRADE 4"0 ADS CORRUGATED HDPE PERFORATED 12" OF 2-1/2" MINUS WASHED DRAIN ROCK DRAIN PIPE WITH FILTER SOCK* 3" of Hot Plant Mix Asphalt r- 5" of 3/4" Minus Crushed Aggr. Base Course n e :•° e,' e P O e - o e a. e . ' •• :Rn C1 n .•n 1-12" of 6" Minus Pit Run Gravel Compacted Subgrade PARKING LOT ASPHALT PAVEMENT SECTION N.T.S. * See Geotechnical Engineering Report prepared by Terracon dated March 30, 2015 for site and subgrode preparation requirements and other earthwork recommendations and requirements. a 2.5"* of Hot Plant Mix Asphalt r-4** of 3/4" Minus Crushed Aggr. Base Course -° - • - - e * or match existing section; • a.: whichever is greater. A ° C) e- : .g O- a "o a •Q• -. ,o. '-14"* of 6" Minus Pit Run Gravel Compacted Subgrade BROADWAY AVE./RAILROAD ST. TYPE P SURFACE REPAIR SECTION N.T.S. Actual Field Conditions during trenching may require additional pavement repair beyond the limits shown on the plan. The following conditions are listed in Section 6000 of the ACHD Policy Manual. 1) 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. 2) If the cumulative damaged pavement area exceeds 50% of the total road surface, contractor shall replace the entire roadway surface. 3) Contractor shall replace the pavement surface to ensure match line does not fall within the wheel path of a lane. Match line shall only fall in the center or edge of a travel lane. 4) 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 a critical factor. 5) Any exceptions to these rules shall be pre -approved in writing by District Staff before construction begins. EDGE DRAIN — CURB WITH NO GUTTER SCALE: 1"=2'-O" *ALL EDGE DRAIN PIPES SHALL BE CONNECTED TOGETHER AND SHALL DRAIN TO SEDIMENT BOX. CONNECTION POINTS ARE SHOWN ON PLANS FOR DEMONSTRATION PURPOSES. CONTRACTOR MAY REVISE CONNECTION POINTS AT HIS DISCRETION. PROVIDE 4"0 SDR35 PVC NON -PERFORATED PIPE UNDER CURB AND PAVEMENT SECTION. Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered E ineer of these responsibilities. BY � �nATE: ADA COUN IGHWAY DISTRICT C� IDAHO APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards a Specifications before said revision isconstructed. Name Date 0 U O Il 3Q a. U 2 W d in 1 U W -2 j W o v a CL 12 0 0 z U � z O M-.1 0 E=4 z Ui W W 1/ w F-� 0 Eof t� H Z h� O � U Z a OC W L6 O SO0 H O c(D CK t'n N 00'_ Qom 0 I La 0 co 00 z ao N Q N M Dv an � co W N DATE: APRIL 2015 DRAWING: SHT06.DWG JOB NO: 15007 SHEEI� C-5.0 J a W (:FNFRAI INF PLIATInA1 THE PROPOSED DISTURED PROJECT AREA IS APPROXIMATELY 0.89 ACRES AND IS LOCATED IN MERIDIAN IN THE NORTHEAST 1/4 OF THE SE 1/4 OF SECTION 12, TOWNSHIP 3 NORTH, RANGE 1 WEST. THE PROJECT CONSISTS OF DEVELOPING A VACANT LOT INTO AN ASPHALT PARKING LOT. WORK THAT WILL BE PERFORMED FOR THIS PROJECT WILL CONSIST OF EXCAVATING EXISTING CONCRETE AND SOILS; INSTALLATION OF DRAIN TRENCH MATERIALS; INSTALLATION OF CONCRETE CURB, GUTTER AND SIDEWALK; INSTALLATION OF PARKING LOT BASE MATERIALS AND PAVEMENT, INSTALLATION OF LIGHTING IMPROVEMENTS; INSTALLATION OF LANDSCAPE IMPROVEMENTS. WORK IS EXPECTED TO BE COMPLETED WITHIN SIXTY DAYS FROM THE START OF CONSTRUCTION. THE ANTICIPATED SCHEDULING OF CONSTRUCTION AND INSTALLATION OF BMPs IS SHOWN BELOW. A MORE DETAILED CONSTRUCTION SCHEDULE WILL BE ESTABLISHED DURING THE PRECONSTRUCTION MEETING. ANTICIPATED SCHEDULE WORK ACTIVITY 2015 J FMAMJ J ASOND PRE—CONSTRUCTION MEETING I I X INSTALL TEMPORARY BMPs I F X CONSTRUCTION ACTIVITIES X X REMOVE TEMPORARY BMPs I H X THE RUTLEDGE LATERAL IS LOCATED ADJACENT TO THE SITE ALONG THE SOUTHSIDE OF RAILROAD STREET. THIS SITE DOES NOT CONTAIN ANY UNIQUE OR SENSITIVE AREAS TO BE PRESERVED. TTHE PROPOSED DISTURED PROJECT AREA IS APPROXIMATELY 0.89 ACRES AND IS LOCATED IN MERIDIAN IN THE NORTHEAST 1/4 OF THE SE 1/4 OF SECTION 12, TOWNSHIP 3 NORTH, RANGE 1 WEST. THE PROJECT CONSISTS OF DEVELOPING VACANT LOT INTO A PARKING LOT. WORK THAT WILL BE PERFORMED FOR THIS PROJECT WILL CONSIST OF EXCAVATING EXISTING CONCRETE AND SOILS; INSTALLATION OF DRAIN TRENCH MATERIALS; INSTALLATION OF CONCRETE CURB, GUTTER AND SIDEWALK; INSTALLATION OF PARKING LOT BASE MATERIALS AND PAVEMENT; INSTALLATION OF LIGHTING IMPROVEMENTS; INSTALLATION OF LANDSCAPE IMPROVEMENTS. WORK IS EXPECTED TO BE COMPLETED WITHIN SIXTY DAYS FROM THE START OF CONSTRUCTION. THE ANTICIPATED SCHEDULING OF CONSTRUCTION AND INSTALLATION OF BMPs IS SHOWN BELOW. A MORE DETAILED CONSTRUCTION SCHEDULE WILL BE ESTABLISHED DURING THE PRECONSTRUCTION MEETING. POTENTIAL SOURCES OF SEDIMENT POLLUTION INCLUDE SPOILS FROM EXCAVATION OF EXISTING SOILS, SPOILS FROM DRAIN TRENCH MATERIAL INSTALLATION, PARKING LOT BASE MATERIAL INSTALLATION, PAVING OPERATIONS, LANDSCAPE GRADING AND PLANTING, VEHICLE TRACKING, AND STOCKPILES. OTHER POTENTIAL SOURCES OF POLLUTION INCLUDE CONCRETE WASHOUT AND WASTE, SOLID WASTE FROM PAVING OPERATIONS, ON—SITE STORAGE OF CONSTRUCTION MATERIALS, FUEL TANKS, PORTA—POTTYS, CHEMICAL STORAGE AREAS, AND GENERAL SITE LITTER. BEST MANAGEMENT PRACTICES (BMPs) BEST MANAGEMENT PRACTICES SHALL BE USED THROUGHOUT THE SITE DURING CONSTRUCTION TO PREVENT SEDIMENT AND OTHER CONTAMINENTS FROM ENTERING THE STORM WATER FACILITIES AND DRAINAGES. THE BMP'S SHALL BE INSTALLED PRIOR TO CONSTRUCTION ACTIVITIES AND REMOVED UPON PROJECT COMPLETION. INLET PROTECTION BMPs SHALL BE PLACED AT ALL STORM WATER INLET LOCATIONS WITHIN AND IMMEDIATELY DOWNSTREAM OF THIS PROJECT. INLET PROTECTION BMPs SHALL CONSIST OF INSTALLING AND MAINTAINING A STORMGAURD BRAND (OR EQUIV.) SEDIMENT CATCH BASIN INSERT IN EACH STORM DRAIN INLET AS INDICATED ON THIS PLAN PER DEQ BMP #31 OR PLACING SAND OR ROCK FILLED BAGS AROUND SLOTTED MANHOLE COVERS. STRAW WATTLES SHALL BE PLACED ALONG EXTERIOR BOUNDARY OF SITE PER DEQ BMP #35. A STABALIZED CONSTRUCTION ENTRANCE PER DEQ BMP #5 SHALL BE INSTALLED AT EACH CONSTRUCTION ENTRANCE AND EXIT TO SITE AND MODIFIED AS NECESSARY TO COMPLETE PROJECT. DISTURBED AREAS AND STOCKPILES LEFT INACTIVE FOR MORE THAN 14 CONSECUTIVE DAYS SHALL BE PROTECTED WITH A TEMPORARY PERIMETER SEDIMENT BARRIER SUCH AS SAND BAGS, SILT FENCES, BERMS, DIKES, FIBER ROLLS, OR GRAVEL BAGS. STOCKPILES SHALL ALSO BE PROTECTED PRIOR TO ANY RAIN EVENT. THE CONTRACTOR SHALL SWEEP -UP, SHOVEL, OR OTHERWISE CLEAN MUD OR DIRT FROM PUBLIC RIGHT-OF-WAYS AND OTHER PAVED AREAS IMPACTED DURING CONSTRUCTION EACH DAY OR AS NEEDED, ESPECIALLY DURING WET WEATHER. THE CONTRACTOR SHALL KEEP THE SITE WATERED WITH A WATER TRUCK DURING THE HOT -DRY MONTHS TO PREVENT EXCESSIVE DUST. PAVED STREETS AND OTHER PAVED AREAS SHALL BE SWEPT ROUTINELY WHEN EXCESSIVE DUST OR DIRT BUILD-UP IS PRESENT. BMPs SHALL BE INSPECTED AND MAINTAINED WEEKLY AND AFTER STORM EVENTS BY THE RESPONSIBLE PERSON TO VERIFY THEY ARE IN WORKING ORDER. INSPECTION REPORTS WILL BE LOGGED WEEKLY AND KEPT AT JOB SITE. DEWATERING IT IS NOT ANTICIPATED THAT TRENCH DEWATERING ACTIVITIES MAY BE REQUIRED ON THIS PROJECT. IF DEWATERING IS NECESSARY THEN ALL PROPOSED DEWATERING ACTIVITIES SHALL BE APPROVED BY THE CITY OF MERIDIAN PRIOR TO STARTING DEWATERING ACTIVITIES. SEDIMENT WILL BE REMOVED FROM WATER BY SEDIMENT BASIN OR OTHER APPLICABLE STORM WATER BMP PRIOR TO DISCHARGING THE WATER INTO ANY STORM DRAIN SYSTEM OR WATERWAY. DEWATERING ACTIVITIES WILL COMPLY WITH DEQ SHORT TERM ACTIVITY EXEMPTION. PERMISSION SHALL BE OBTAINED FROM ACHD PRIOR TO DISCHARGING TO ANY STORM WATER SYSTEM. MATERIALS AND WASTE MANAGEMENT BMPs MATERIALS STORED ON THE PROJECT SITE WILL CONSIST OF PIPING, SAND, GRAVEL, LANDSCAPE MATERIALS AND PORTA-POTS. GRAVEL, SAND AND LANDSCAPE MATERIALS WILL BE STOCK PILED AT LOCATIONS OUT OF THE WAY OF CONSTRUCTION ACTIVITIES AND AWAY FROM THE RIGHT-OF-WAY AND AT LEAST 50' AWAY FROM STORMWATER CONVEYANCES. ANY EXTRA MATERIALS SHALL BE REMOVED FROM THE PROJECT SITE. PORTA-POTS SHALL BE LOCATED AT LEAST 50' AWAY FROM STORM WATER CONVEYANCES AND IRRIGATION FACILITIES AND LOCATED SO THAT, IN THE EVENT OF A SPILL, CONTAMINATION WILL BE CONTAINED AND NOT ENTER THE STORM DRAIN SYSTEM OR IRRIGATION FACILITIES. PORTA-POTS SHALL BE LOCATED ON A TRAILER OR STAKED. PORTA-POTS WILL BE CLEANED ACCORDING TO SUPPLIERS SCHEDULE AND REMOVED FROM THE SITE AFTER COMPLETION OF CONSTRUCTION. OTHER BMP'S FOR MATERIAL AND WASTE MANAGEMENT INCLUDE: CONTRACTOR SHALL ESTABLISH A STAGING AREA ON SITE AND ALL MATERIAL STORAGE AREAS SHALL BE LOCATED AT LEAST 50' AWAY FROM STORMWATER CONVEYANCES AND IRRIGATION FACILITIES OR AS NECESSARY TO PREVENT MATERIALS FROM ENTERING SAID FACILITIES. OIL, GASOLINE, AND ANY HAZARDOUS SUBSTANCE SHALL BE STORED IN DRUMS AND BAGS ON PALLETS UNDER COVER AND IN SECONDARY CONTAINMENT. MATERIALS SHALL BE STORED IN THEIR ORIGINAL CONTAINERS WITH THEIR ORIGINAL PRODUCT LABELS. THE CONTRACTOR SHALL MAINTAIN APPROPRIATE MATERIALS ON SITE TO MANAGE SPILLS FROM STORED MATERIALS AND CONSTRUCTION EQUIPMENT INCLUDING FUEL AND OIL A MATERIAL INVENTORY, MATERIAL SAFETY SHEETS, AND EMERGENCY CONTACT INFORMATION WILL BE KEPT IN THE ON-SITE TRAILER. NO SEWAGE CONTAMINATED MATERIAL REMOVED FROM A TRENCH SHALL BE STORED OR STOCKPILED IN THE RIGHT-OF-WAY. ALL MAJOR EQUIPMENT/VEHICLE FUELING AND MAINTENANCE WILL BE PERFORMED OFF-SITE. ALL EQUIPMENT FLUIDS GENERATED FORM MAINTENANCE ACTIVITIES WILL BE DISPOSED OF INTO DESIGNATED DRUMS STORED ON SPILL PALLETS. ABSORBENT, SPILL CLEANUP MATERIALS AND SPILL KITS SHALL BE AVAILABLE AT THE COMBINED STAGING AND MATERIALS STORAGE AREA. DRIP PANS WILL BE PLACED UNDER ALL EQUIPMENT RECEIVING MAINTENANCE AND VEHICLES AND EQUIPMENT PARKED OVERNIGHT. LEAKS SHALL BE REPAIRED IMMEDIATELY OR PROBLEM EQUIPMENT/VEHICLE SHALL BE REMOVED FROM PROJECT SITE. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AND AN AMPLE AMOUNT OF CLEANUP MATERIALS SHALL BE KEPT ON SITE. ALL ON SITE PERSONNEL SHALL BE TRAINED IN THE CORRECT PROCEDURES FOR SPILL PREVENTION AND CONTROL NOTIFICATION PROCEDURES AND CONTACT INFORMATION FOR LOCAL POLICE DEPARTMENT, FIRE DEPARTMENT, AND SEWAGE TREATMENT FACILITY SHALL BE POSTED NEAR MATERIAL STORAGE AREA. THE CONTRACTOR SHALL DISPOSE OF EXCESS CONSTRUCTION MATERIALS AND DEBRIS IN WATERTIGHT DUMPSTERS. A TEMPORARY WASHOUT AREA FOR HAZARDOUS WASTE (INCLUDING CONCRETE WASH WATER) SHALL BE EXCAVATED OR THE WASTE SHALL BE PLACED IN CONTAINERS PROVIDED ON SITE. WASHOUT AREAS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM STORM DRAIN INLETS OR WATER COURSES AND BE CONSTRUCTED PER ITD STANDARD DRAWING P -3-E, OR APPROVED EQUIVALENT. MATERIAL SHALL BE ALLOWED TO DRY AND THEN DISPOSED OF AS A SOLID WASTE. CB ll INSTALL DOWNSTREAM AT BROADWAY/NW 2ND STREET INTERSECTION FINAL SITE STABILIZATION WILL INCLUDE PAVING OPERATIONS AND LANDSCAPING. TEMPORARY BMPs WILL BE REMOVED WHEN SURFACE RESTORATION IS COMPLETE, THE WORK AREA HAS BEEN CLEANED, AND ALL EQUIPMENT AND MATERIALS HAVE BEEN REMOVED FROM SITE. PLAN DESIGNER CIVIL SURVEY CONSULTANTS JIM MONEY, P.E. CERTIFICATION NUMBER: CONO2-00899 RESPONSIBLE PERSON TO BE PROVIDED BY CONTRACTOR FOLLOWING PUBLIC BIDDING OF PROJECT. NOTES sw STRAW WATTLE CB CATCH BASIN INSERT 0 10 20 40 60 SCALE: 1"=20' 0yr �v 06. z I; �^ Itoo Jay' S-l��O�� �'d G W o W z m V 3 a V=� Y m 0 o W Z Q _ 0 aow a L Z W W � a_ 0 O � W 0 z v j Z a o Z O 0 ce � W 0 z .- • H w N a A Z co, cl)404 z®al O ao LLS �� W �zOD W vi Q N F M M v 00 W z N �y W tW � H a � H Z 0 F�1 � [DATE: APRIL 2015 DRAWING: DE:SIGN.DWG JOB NO: 15007 SHEET C-6.0 I= J 0 0 J cd Z Z _ 0 CdZ L Z W W � a_ W O � W 0 Z v j Z a o Z 0 ce � W [DATE: APRIL 2015 DRAWING: DE:SIGN.DWG JOB NO: 15007 SHEET C-6.0 13 ELECTRICAL SPECIFICATIONS S��pNAL Fti PART 1 - GENERAL GROUND-.FAMT SENSING AND SIGNAUNG: WITH 5 YNR GROUND -FAULT TRS LEVEL: WHITE FINISH. BETTER MECHANICAL, STROM AND MSULAITON RATINGS THAN IINSPIKED CONS 1.1 SCOPE OF WORK E SWITCHES SHALL BE FLUSH WALL TYPE, WHiTE FINISH 0. INSTALL WOW AT OUTLETS WITH AT LEAST 12 INCHES OF SLACK CONDUCTOR AT EACH OURET. FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL LABOR REQUIRED AND NECESSARY TO F. CONVENIENCE RECEPTACLES SHALL BE, FLUSH WALL TYPE, WHiTE FRIM. P. CONNECT OUTLET AND COMPONENT CONNECTS TO 411lING SYSTEMS AND TO GROUND: TIGHTEN aLFCTRiC�1L ,jv COMPLETE THE WORK SHOWN ON THE DRAWINGS AND ALL OTHER WORK AND MSCElANEOUS HEMS, NOT SPECFtCALLY CONNECTORS AND TERMINALS. ACCORDING ACCORDING TO MANUFACTURER'S PUiED TORQUE-TiGVALUES. IF '�AIIAt JEN� MENTIONED, BUT REASONABLY WFERRID FOR A COMPLETE INSTALLATION, INCWDING ALL ACES AND Zs5 WIRE CONNECTORS MANUFACTURER'S TORQUE VOLS ARE NOT INDICATED, DISE TTS SPECIFIED IN UL 48K APPURTENANCES REQUIRED FOR TESTING THE SWEM. if ISTHE INTENT OFTHE DRAWINGS AND SPECIFICATIONSSPECIFICATIONSTHAT 04.15.15 ALL sus BE COMPLETE AND LADY FOR OPERATION. THIS PROJECT INCLUDES NEW CIRCUITS FROM EXISTING POWER A FOR WIRE SIZES #8 AWG AND SMALLER: W AA78 PRESSURE TYPE (WiTHH LIVE SPRING) RATED 105C, 600V, FOR 3.5 IDENTIFICATION PEDESTAL TO POWER NEW PARKING LAT POLE LIGHTS AND 120V RECEPTACLES AT EACH POLE LIGHT FOR FUTURE Z ,, w � � BUILDS WIRING AND 1000V iN HXNRES, SCOTCHLOK OR IDEAL o z x HOLIDAY LIGHTING. ADDtiIOPIALI.Y, THERE WILL A SMALL POWER PEDESTAL AA10 ASEDgAIID RECEPTACLE FOR A PROVIDE ENGRAVED 3 LAYER LAMINATE MASTIC NAMEPLATES FOR PANET. S, DIRECT SWITCHES AND ALL c z w INIONS B. FOR WIRE SIZES #6 AWG AND LAR( T&B OR EQUIVALENT COMPRESSION TYPE WITH 3M #33+ OR PLM SIMILAR DE ICES. r'- '� a i 'SLIPIWOT GREY TAPE INSULATION. 3 c �, 1.2 CODE COMPLIANCE B. COLOR -CODE 120/240 -VOLT SYS SECONDARY SOM FEEDER, AND BRANCH-CIRCUiT CONDUCTORS CL 2.6 PANELBOARD THROUGHOUT THE SECOR RY EECTWA SYSTEM AS FOUDWS: W ALL WORK AND MATERIALS SWILL COMPLY WITH LATEST RULES, DIODES AND tRECIILATiONS, INCLUDING, BUT NOT IN= TO OSHA, THE NATIONAL ELECTRICAi_ (ADE, INTERNATION& AIDING AND FlIE CODES, NFPA, AND OTHER APPLICABLE1. PHASE A: BLACK o PANELBQARDS SWILL BE AS MANUFACTURED BYlA D, GENERAL ELECTRIC, SIEMENS, OR CUTLER WINNER. PROVIDE STATE AND LOCAL LAWS AND REGULATIONS- JADE tA� 5 MANDATORY. NOTHING IN THESE DRAWINGS AND 2. PHASE tH+ RED SPECIFICATIONS PERMITS WORK NOT C ONFORIrING TO THESE CODES. WHERE WORK 6 SHOWN TO EXE MINIMUM PANELEDARDS AS INDICATED ON SCHEDULFS, WITH THE FOLLOWING FEATURES: HARD -DRAWN CAPPER BUS (98 SVT 3. PHASE C: BLUE CODE REQS COMPLY WiTH DRAWINGS AND SPECIFICATIONS. AND GROUND BUS BMDEI) TO ENICLOSUM BOLT RALMOLDED-CAS EL BUS I T EiI100 POWU C BREAKERS. OF BUS.S. NEUTRAL __ D: GIH! -1,3--LICENSE, FEES AND PERMITS 2.8 RACEWAYS ARRANGE FOR REQUIRED SEC IONS AND PAY ALL LICENSE, PERiwIT AND INSPECTION FEES. 3.6 STARTUP SE VR ICES A. z 1.4 CONDITIONS AT SITE CONTRACTOR SHALL ALLOT A MiNiMUM OF 2 HOURS FOR STARTUP SERVES. START AND OPFRiATE ALL SYSTEMS AS cn DMED: RIGID STEEL OR INTERMEDIATE METAL CONDUIT REQUIRED BY THE OWNER. INSTRUCT OWNER'S REPRESENTATIVE ON THE PROPER OPERATION AND MAINTENANCE OF HAVE FA VCONCEALED: RIGID STEEL OR INTERMEDIATE METAL CONDUIT THE SYSTEMS AND EQUIPMENT. ST TO SITE S REQUIRED ALL BIDDERS PRIOR TO SUMMON BID ALL Wal. HELD TTI E�II.LARIZm UNDERGROUND: RIGID NON-METALLIC CONDUIT THEMSELVES WITH ALL DISCERNIBLE CONDITIONS AND NO EXTRA PAYMENT WILL LE ALLY WED FOR WORK REQUIRED TO VIBRATING EQUIPMENT LIwID-TINCT FlEciBLE METAL CONDUIT 3.7 OPERONGMAINTENANCE BECALISE OF THESE CONDrTTOrls, WHETHER SPECIFICALLY MENTIONED OR NOT. LINES OF 01HER SOMES THAT ARE DAMAGED AS A RESULT OF THIS WORK SHALL PROMPTLY BE REPAIRED AT NO DENSE TO THE OWNER TTI COMPLETE SATISFACTION OF THE OWNER. PART 3 - EXECUTION PREPARE THREE (3) COPIES FOR ALL EQUIPMENT. 1.5 SAFETY 3.1 - GENERAL 3.8 RECORD AS- UILTS THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SRE, THONG PROVIDE (1) CLEAN, LEGIBLE COPY OF DRAWINGS 70 ENGINEER NMTING ALL DEVIATE FROM INITIAL DEAN SAFETY OF ALL PERSONS AND PROPERTY DURING POT MANCE OF THE WORK. A. BMW SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATiC, BUT SHALL BE FOLLOWED(AS-BUiI� CONDITIONS). o AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERIuIT. z 1.6 GUARANTEE END OF SECTION tONSMT ALL OTHER DRAWINGS. VERIFY SC�AIES AND REPORT ANY DIMENSIONAL DISCREPANCIES OR OTHER GUARANTEE THE INSTALLATION FREE FROMDEFECTS OF WORKMANSHIPCONFLICTS TQ ARCHITECT SUBMITTING BID. AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER DATE OF CERTIFICATE OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS C. ALL HOME RUNS ARE INDICATED AS STARTING FROM THE DEVICE NEAREST THE PANEL AND CONTINUING IN THE O PERIOD, WITHOUT CHARGE. C. DTRECitON OF THAT PANEL. CONTINUE SUCH gROITIS TO THE PANEL AS ifRt?ilCIH THE ROUTES WERE 1-1 1.7 SUBSTITUTION C OMM.ETELY INDICATED. w WHEREVER POSSIBLE, MORE THAN ONE MANUFACTURER HAS BEEN LISTED FOR VAIN MEW OF EQUIPMENT, ANY ONE D. PRIORAVOIGALL OF ARCHITECT7 AND CONFORM M AMOM LL �CT�RAL CTURALMEMBERS s WHLC P��.E. OBTAIN SHEET INDEX F+ c QU VtNHEI'I CllTTiNG OR EDRING THE OF WHiCH WILL BE ACCEPTABLE BASE THE DID ON USE OF MATERIALS SPECIFIED. IF, AFTER AWARD OF THE ODINIRACT, STRUCTURE- IS NECESSARY ARID PERMITTED.ca A SUBSTITUTE IS PROPOSED, THE R EQUESr FOR PERMISSION TO SUBSTITUTE SHALL BE ACCOMPANIED WITH A EO.O ELECTRICAL. COVER SHEET' / SPECIFICATIONS STATEMENT OF THE AMOUNT OF MONEY TQ BE RETURNED TO THE CONTRACT IF THE SUBSTITUTION IS PERMITTED. THE 3.2 -- ELECTRICAL GROUNDING o N ENGINEER 6 THE SOLE JUDGE OF ACtEPTABM OF PROBED SUBSTI URONS, IF A SUBSTITUTE ITEM 5 PERMTRED, E1.0 SITE ELECTRICJIL PAN [-9 C � D ALL ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NECIN ADDITION PROVIDE A SEPARATE GROUND WIRE FOR AND ANY REDESIGN EFFORT LS THEREBY PIECESSITATED, THE REQUIRED CIN SHALL BE AT THE CONTRACTOR'S . lxM a EXPEfNSE. z co ALL FEEDERS AND DIiAIG2H COMM. � a o 1.8 SHOP DRAWINGS AND MATERIALS LISTS Z < a !2 3.3 - ELECTRICAL EQUIPMENT INSTALLATION r o OD OD SUBMIT TO THE ENGINEER SEVEN (7) COPIES OF COMPLETE SHOP DRAWINGS AND MATERIALS USTS FOR REVIEW WITHIN O a � z CDso THIRTY (30) L1r4YS AFTER AWARD OF CONTRACT' ALL PROPOSED aE�AnCIas FROM SPECiFTCATIONS TAOIST BE CLEARLY A.HEAD ROOM AloNE` ' o IF MOUNTING PROVIDE"'iAIU� INDICATED, ARRANGE ""L' GENERAL ELECTRICAL NOTES W y Q N LISTED UNDER A PROMINENT HEADING ENTITLED *DLW7 W.M o v 1.9 WORKMANSHIP (�' �' ELECTRICAL SHEETS) W B. MATERIALS AND COMPONENTS: INSTALL LEVEL. PUIMB, AND PARALLEL AND PERPENDICULAR TO OTHER BUILDING �"'� SYSTEMS AND COMROIENTB, UNLESS OTHERWISE INDICATED. 1. ALL ELECTRICAL. EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE N47ONAL BECiMCAL Z a � tADF, INTERNATIONAL FIRE CODE, AND ALL OTHER STATE AND LOCAL CODES. CON'TRACIOR SHALL IMMEDIATELY W ONLY QUALITY 111ORKMANSIHIP WILL .HAI HAZARD OR POOR tNSTALIATION PRACTICE WET. CALF FOR - C. EQUIPMENT: INSTALL TO FACILITATE SERVICE, MAINTENANCE, AND REPAIR INC 'REPLAC�IT OF COMPONENTS. NOTIFY ENGINEER IN WRITING IF PORTIONS OF THE DESIGN SET CM FIELD CONDITIONS DO NOT MEET REQUIRED REJECTION CONNECT FOR FRSE OF DISCONNECTING, WITH MINIMUM INTERFERENCE WiTH OTHER INSTAWtTtON& CODES. � 1.10 COORDINATION� D. RIGHT OF WAY: COORDINATE INSTALLATION OF ELECTRICAL. DEVICES WITH OTHER TRADES. 2. ELECTRICAL DEVICES AND UNEMATIC ARE SHOWN BOLD FOR NEW, BOLD/DASHED FOR DEMO AND SCREENEI) MR � COORDiNATE WORK WITH OTHER TRADES TO AVOID C MHM AIA TO PROVIDE C OWU ROUGH --IN AND CONNECTiON 3.4 - RACE) AY ANDOMa FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRE ELECTRICAL CONNECTIONS. VERIFY EQUIPMENT D CA L INSTALLATION � 3. CONTRACTOR IS RE +iSIB.E FIM ALL ASSWA70 TRENCHING. BORING, AND ASEDCWIATED REPAIR BACK TO ORIGINAL, rA BEFORE FA AND NG WmBA1ENT5 RT � SPECIFIED UNDER THIS SECTION. t�qC ACTUAL JOB � A ABOVE GRADE: RIGID STEEL OR IMC IN WET LOCATIONS, WHERE SUBJECT TO MEC HANICAt. AND IN � � O AFORE FABi ATING wOitK. REPORT NECESSARY IN TIME TO PREVENT N w010(. CONCRETE OR BLOCK WALLS, EMT IN OTHER LOCATIONS WHERE PERMITTED BY CODE METAL CLAD CIC NM CABLE �t WITHIN UNTIS, ONLY WHERE ALLOWED BY LOCAL AUTHORITY HAVING JURISDICTION. 4. LOCATIONS OF EXISTING OXCTRiCAL GEAR, DEVICES, BOXES, AND CONDUITS ARE APPROXIMATE - CONTRACTOR LS 1.11 CUTTING AND ARCHING RESPONSIBLE TO I= VEMFY PRIOR TO 0. B. CONCEAL RACEWAYS AND CABLES WITHIN FINISHED WALLS, CEILINGS, AND FLOORS, UNLIT OTHERWISE INDICATED. ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION IS NNCiIfDED HERON. COORDINATION WiTH GENERAL CONTRACTOR AND DREIER TRADES iS IMPERATIVE. C. INSTALL RACEWAYS AND CABLES AT LEAST SDI (6) INCHES AWAY FROM PARALLEL RUNS OF FLUES AND STEAM OR _1.12 SITE CLEANUP HOT-WATER PIPES. LOCATE HORIZONTAL RACEWAY RUNS ABOVE WATER AND SWAM PIPING F D. USE TEMPORARY RACEWAY CAPS TO PREVENT FOREIGN MATTER FROM ENTERING. ELECTRICAL LEGEND O A AFTER ILL OTHER WORK HAS WENACCOMPIISKHED, CIM All EXPOSED CONDUIT, FIXTURES, EQUIPMENT AND ,J SUPPORi& TORR UP PAINT ON ANY EQUIPMENT SCRAPED, SCRATCHED CM Ck DURING CONSTRUCTION. E MAKE CONDUIT BENDS AND OFFSETS SO INSIDE DIAMETER 5 NOT REDUCED. KEEP LEGS OF BENDS IN THE SAME � 'Z PLANE AND STRAIGHT LEGS OFFSETS PARALLEL., UNLESS OiHIRNASE INDICATED. POWER B. LEAVE ALL AREAS INVCI.VING EIECTTICAL. WORK M A CONDITION SATISFACTORY 1T) THE OWNER. REMOVE ALL CRATES, CAUSE RAt:BYAY FITTINGS AND CABLE FITTINGS COMPATIBLE WITH RACEWAYS AND CARIES AND SUITABLE FOR THIS Z CARDBOARD, PACKING MATIAL, WASTE MPACKINGEROW., AND OTHER DELIS LEFT OVER FROM CONSTRNIOTImL F ' APPLICATION AND LOCATION. WP wEATHER PROOF. NEMA 10 DUPN.EX oWTLET. +18' AFF � W PART 2 - PRODUCTS UNO WITH GROUND FAULT INTERRUPTION PROTECTION. G. INSTALL RACEWAYS EMBEDDED IN SLABSIN MIDDLE THIRD OF SLAB THICKNESS WHEII PRACTICAL, AND LEAVE AT Z 2.1 MATERIAL APPROVAL W LEAST' I -DIC H OF CONCRETE COVER. ® JUNCTION BOX a a = Z 1, SECURE RACEWAYS TO FUfORgNG RADS TO PREVET BOOING OR SHIFTING gIiING CONCRETE _Q 0. y O ALL MATERIALS MUST BE NEW MIO BEAR U.L LABEL. MATERIAL THAT ARE NOT BY UL TESTING STANDARDS PLA�DENr. W C SHALL BE TESTED AND APPROVED BY AN INDEPENDEINT TESTING LABORATORY OF A OMENTA. AGENCY APPROVED 2. SPACE RRi WAYS LATERALLY TO PREVENT IN W W BY THE AUTHORITY HAVING JU ccna�l. G (SEE LIIMIN m sc HEDtJLE FOR i7 a REnRoom) 3. INSTALL CONDUIT LARGER THAN 1 -INCH TRADE SIZE PARALLEL TO OR AT RIGANKLES HT TO MAIN ZZ -VIRES -AND CABLES RONFORCEMeNT. WHERE CONDUIT 5 AT RIGHT ANGLES TO R EINF+ORCE IW. PLACE CONDUIT CLOSE To � �� POLE Lltlii 2 HEAD �� WITH PSE. Q SLAB SUPPORT. � �,,,, U A. CANDUC'iOIRS FOR 6EDV SYS AND SHALL BE STRANDED CAPPER, #12 AWG MINIMUM. O co•• 4. TRANSITION FROM NONMETALLIC TUBING TO RIGID STEEL CONDUIT, OR IMC BEFORE RISING ABOVE FLOOR. W B. INSULATION SHALL BE THWN FAR WET LOCATIONS AND THHN FOR oiRY LOCATOM W H. MAKE BENS IOR BANKED RUINS FROM SAME (�ENiERLINE IN ORDER THAT BENDS ARE PARALLEL. USE CIRCUlT1NG SYMBOLS F■ � d. 2.3 OUTLET BOXES, JUNCTtON AND PULL BOXES FACTORY ELBOWS ONLY WHERE ELBOWS CAN BE INSTALLED PARALLEL; OTHERWISE, PROVIDE FIELD BENS FOR � � y EXPOSED PARALLEL RACEWAYS.A. J Z OUTLET BOXES: HOT-DTPpEp, GALVANIZED CM SHS. SIZE AS REQUII:D WITH 4' SQUARE MIINIhiUM, FOR L INSTAL PULL WIRES IN EMPTY RACEWAYS. USE N0. 14 AWG ZINC -COATED STEEL OR MONOFILAMENT MASTIC UNE - - -" gRt211T CONCEALED IN FLOOR OR J FLUSH MOUNTED DEVICES AND LIGHTING FIXTURES. WITH NOT LESS THAN 200-18 TEi SLE STRENGTH. LEAVE AT LEAST 12 -INCITES OF SLAC( AT EACH END OF RAI UNDERGROUND. 3/4 -2#12,1#12G Q B. JUNCIM AND PILL BOXES: HOT DIPPED, GALVANIZED CIC SHERADIZtED, SIZED ACCORDING TIO CODE. LARGER' wpm LINO. JUNCTION AND PUL. !AXES MALL BE FABRICATED FROM MEET STEEL. SIZED ACCORDING 7+0 JADE~ WITH J. INSTALL TTI WNE AND SIGNAL SYSTEM RACEWAYS, 2 -INCH TRADE SIZE AND SMAILER, IN MAXIMUM LENGTHS OF� '. J SCOW -CIN COVERS; FINISHED GRAY BAKED ENAMEL 150 FEET (45 M) AND WiTH A MAXIMUM OF TWO 90 -DEGREE ANDS OR EQUIVALENT. SEPARATE LENGTHS WITH W 2.4 WIRING DEVICES REQQU OR IES WHERE NECESSARY TO COMPLY WITH TIS t� IIN � TO F-9)rXMXG SIZE A. ALL WIRING DEVICES OF ANY ONE GENEJiAI. TYPE SWILL BE OF THE SAME MANUFACTURER AND SHALL MATCH K CONNECT MOTORS AND EQUIPMENT SUBJECT TAO VIBRATION, NOISE TRANSMISSIt>Pi, OR MOVEMENT WITH A MAXIMUM RACEWAY CZE COINDUCTOR SIZE THROUGHOUT. �C CONDUCTOR FLEXIBLE CONNECTIONS. APRIL 20'! 5 IN WET OR DAMP LOCATIONS. INSTALL A SEPARATE GROUND B. iNIOIICT(M QUANTTIY WADEVICES VICES SHALL BE AS MANUFACTURED BY HUBBELL, GE. Ll:VtfON, P do S, OR DItYA1VT: INC SWBSTTIUTTONS. L SET FLOOR BOXES LEVEL. AND TRIM AFTER JoALLATID N TO FiT FLUSH TO FINNED FLOOR SURFACE E N G I N E -H R I N G DRAWING: 1,5CSCot-EOO.DWG C. COVER PLATES SHALL BE AS MANUFACTURED BY ARROW W. SIERRA, IJ:VItOI OR MIU!LIBURRY. WHITE FINISH � East Corporate Dr., Ste. 103 JOB N0: 15007 M. CONDUCTORS: TYPE THHN/TIHWN INSULATED CONDUCTORS IN RACEWAY. Meridian o rat D. WHET: INDIt:ATED, PROVIDE GENERAL. -DUTY, DUPLEX RECEPTACLES, GROUND -FAULT CIRCUIT I�TTERMFIERS: M ndian-2181 TYPE UL --RATED CLASS A, GROUP 1, 20 AMPERES RATING, 12O VDUs, 6o& WITH SOLA -STATE N. 'WALL SSS AND TAPS THAT AHI: COMPATIBLE WITH CONDUCTOR MATERIAL. AND THAT POSSE EQIIVALENT OR fax2W2W2182 p -i -t 150m SHEET E -GROUNDING L K J [,1 G F Q N O E 0 N T O C_ F-- O co DO L m T Q rn 3 �L- O 0 1 �j LANDSCAPE NOTES: 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF TH15 WORK, PRIOR TO BEGINNING WORK. 2. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRANIN65. 3. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LAND50APE ARCHITECT PRIOR TO CONSTRUCTION START-UP. 4. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 5. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WiLL BE REJECTED IF NOT IN A 50UND AND HEALTHY CONDITION. 6. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. 1. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF SMALL (I" MINUS) BARK MULCH WITH THE EXCEPTION OF THE LARGE PLANTER BED WEST OF THE PARKING LOT. THE WEST PLANTER BED SHALL RECEIVE A 2" DEPTH OF LARGE COURSE BARK MULCH, SUBMIT SAMPLES FOR APPROVAL. CONTRACTOR SHALL APPLY "CASARON" PRE -EMERGENT HERBICIDE IN ALL PLANTER BEDS PRIOR TO MULCH INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. 8. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS (2) BEGINNING AT THE DATE OF ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME 51ZE AND SPECIES AT NO COST TO THE OWNER. q. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE SITE GRADING PLAN. 10. AMEND EXISTING APPROVED TOPSOIL iN LAWN AREAS ONLY AT A RATIO OF THREE (3) CUBIC YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET. ROTO -TILL ORGANIC, MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. 11. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM' PLANTING TABLETS. QUANTITY PER MANUFACTURERS RECOMMENDATIONS. 12. ALL PLANTIN6 BEDS SHALL HAVE A MINIMUM q" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM q" DEPTH OF TOPSOIL. SPREAD, COMPACT, AND FINE 6RADE TOP501L TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJACENT SURFACES OF PLANTER BED AREAS, 1-V2" BELOW ADJACENT SURFACES OF TURF 5OD AREAS, AND I" BELOW ADJACENT SURFACES OF TURF SEED AREAS. 13. IF IMPORTED TOP501L FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT 15 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 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. A) OBTAIN TOP501L FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL -DRAINED 51TE5 Wf-ERE TOP501L OGGURS AT A DEPTH OF NOT LE55 THAN 4 INCHES. 14. IMMEDIATELY GLEAN UP ANY TOP501L OR OTHER DEBRIS ON THE 51TE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. 15. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. 16. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. TOPSOIL NOTES I. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 55 TO 1, FOUR PERCENT ORGANIC MATERIAL MINIMUM, FREE OF STONES 1/2 INCH OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, ORGANIC MATTER LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT 6ROWTH. TOP501L SHALL BE SCREENED TO ACHIEVE T14i5 REQUIREMENT. 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL TOP501L SHALL BE AMENDED TO ACHIEVE SPECIFIED PH AND ORGANIC REQUIREMENTS. RE -TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOP501L SHALL BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION. 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNE-55 AS SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER PROVIDE ADDITIONAL IMPORTED TOP501L REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE, AS REQUIRED. 5. COMPACTED TOP501L THICKNESS AT THE FOLLOWING AREAS: A. LAWN AREAS: q INCHES MINIMUM OR AS NECESSARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. B. PLANTER BEDS, q INCHES MINIMUM 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FiLL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. FINISH GRADE OF TOP501L SHALL BE 2" BELOW FINISH 6RADE OF PAVEMENTS AREAS FOR SOD AND i" FOR SEED. 7. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOP501L SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL. BE STOCKPILED OR TEMPORARILY PLACED iN PROPOSED LANDSCAPE AREAS TO PREVENT LANDSCAPE AREAS FROM BEING CONTAMINATED WiTH ROCK MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LAND50APE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. PLANT SCHEDULE TY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES DECIDUOUS SHADE TREES O � Cl AS Acer saccharum Sugar Maple 2" GAL. 54B 6 6T Gieditisla triacanthos 'imperial' imperial Honeylocust 2" GAL. B8 B q ! PG Pyres caileryanci'Arlstocrat' Aristocrat Flowering Pear 2" GAL. BIB ; 8 5J 5ophora japonica Japanese Pagoda Tree 2" GAL. 58 B S#RUBS/PSVNNALS/ORNAMENTAL GRASSES 20 BT Berberis thunbergii 'Crimson Pygmy'Crimson Pygmy Barberry #I 7 GA ? Calarnagrostis x acutifolia 'Karl Foerster' Foerster's Feather Reed Grass #I 1 132 GD Cotoneaster dammeri Lowfast Cotoneaster #i 47 EA Echinacea 'Arts Pride' i Orange Meadowbrite Conef lower #1 52 H5 Hemerocallis x 'Stella De Oro' Stella De Oro Daylily #I 37 JG Juniperus chinensis 'Armstrongs' i Armstrong Juniper 1 #1 I t I T' L1.1 I t M 4 5 7 I OCTIS i 1 I�i11�1 5 1, 2 6T. 4 BROADWAY A nas - - --- WO . , ,RAILROAD STR DSCAPE PLAN C 11 E 201-0" ! + r ++++ ♦ ♦i+ + + ♦ + + ♦ ♦ ♦*i+*.+.. + + s f♦ ♦♦♦'♦'�F`♦'** '++'+k+ ♦ . + . ♦ - 1 + ♦ ♦ ♦ + + ♦ ♦♦ + + • a ♦ a • ♦ a ! f + ♦ ♦ ♦ ♦ ♦ + ► ♦ f ► + + ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ► ♦ ♦ ! ♦ ♦ f ♦ + ♦ ♦ ♦ 4 ♦ + ♦ ♦ ♦ ♦ ♦ + ♦ « + + ♦ ♦ ♦ 4 ♦ ♦ ♦ + ♦ ♦ f + + + ♦ ♦ + + ♦ r • • + ♦ ♦ ♦ +� i ++.+++++++++.+++++++++ + ♦ ♦ ♦ + + ► + + f ♦ .+# + ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ f ♦ ♦ ♦ ♦ O• + ♦ ♦ ♦ + + + + +♦ I .+.,+ f + ♦ ♦ ♦ f SJ ++ ♦ ! ♦ a + ♦ + + + + + + ♦ ♦ + 5 ♦ q o + ♦ + f + !++ r ♦ + ♦ + H5 ♦ . ,♦ .♦+,+ +.+.« ++�• ♦♦ • ♦ �♦ + ♦ ♦� ♦ + # + ♦ ♦ + + + # ♦ ► + + 4 ♦ 4 ♦ ! + + ♦ ♦ + + ♦ ♦ + TYP. 1 + •/ + + ♦+.++ ♦♦+♦+ +++.+ +,+++ ! + + r + + .♦.+. ♦ . + + + !++♦+r+♦♦+ 10 5 +++ H5 A5 +'+ ♦-�'♦' ++++♦ 6 +++++++++.. BT '+'♦+♦+++ 2 `• f r C 3 +.f.+♦++++ + -. C I ♦+*+++*`+ 5J ♦++++ r + + + + ♦ + ♦ ♦ 4 ♦ i f + 8 ♦♦.♦ ♦ f f ♦ + . a ♦ ♦ + +`.'+' + f + t ♦ + ♦ + ♦ + + + ♦ + + a +..++ TYP. 4 ' L1.5 /4\ + ♦ j+ + A5 +♦++ ..5++' ♦ + + ♦ + + ♦ + + 4 + ♦ ♦ 4 ♦ ♦ f f +♦+♦ +,♦♦, +♦+. ♦ ►♦+++ f BT + + + + ♦ , ♦ + f Hs +l++ ♦♦!+♦ + ♦ ♦ ! ♦ !!♦++ r ♦ ♦ f ♦ + ++SON++ ♦,♦ ♦ i + ♦ # + + f 2 ! + f + ♦ + + PG +♦ ♦ + ++ + r + + + ♦ ♦ ♦ ♦ + ♦ + + ♦ f ♦ ♦ ♦ + *+++++ **+*+*♦+++ +*♦* ++fo+!„ \#++ ♦ +♦++♦ ♦ + + + ♦ + a + + + + + ♦ + + + + ♦ ♦ + ♦ ! ♦ ♦ ♦ ♦ ! ♦ r +:+:+: + r ♦a + ♦ + + r ♦ a + + + 10 11 LANDSCAPE LEGEND PLANTS TO BE INSTALLED 01� D 0 0 — — — — — — — — -- — GUT EDGING AS DETAILED - - - - PROPERTY LINE (VERIFY) i ... �. .�. �. VISION TRIANGLE IO QUANTITY JB PLANT IDENTIFICATION KEY ♦*i+r♦,+f«♦: +4 TURF SC/L OVER APPROVED ♦+,+♦+#+*+♦♦+* TOPSOIL. f ..1.....1....... BARK MULCH OVER APPROVED TOPSOIL WITH PRE -EMERGENT HERBICIDE APPLIED. SIE 3 LANDSCAPE NOTES. JG LIGHT POLE WiTHOUT CONCRETE APRON (SEE ELECTRICAL SHEETS AND DIV. 16 SPECIFICATIONS FOR ADDITIONAL INFORMATION. f CALLOUT LEGEND VISION TRIANGLE WEST SLOPE PLANTER BED 2 f t LANDSCAPE 12 Q Q W 13 REQUIREMENTS STREET TREE REQUIRMIENTS: FAST BOUNDARY (MERIDIAN RDJ: 338 LIN. FT. REQUIRED- 10 PROVIDED- 12 IDAHO " APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities In compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Nance Date 14 15 t %opydght C) 2015 AD rV is reserved. Reproduction or use in airy fo m or by any means wBthout w Men permission Of Bred= Lara! Desijn, ire. as untawtut and subject to crimbnai praeaAm mss, Z0 F— Q tW^ �.i ) O � z W �� z n Uj o i a):2 C1U. 24 z 0 M111111111111111s!s'... REVISIONS U C0 0 0 F_ Cl) J U PROJECT NO.: � 15017 (n DRAWN BY.. z RL: CHECKED BY: .E3 DATE: 04/21/2015 C* i3 �stit SHEET NUMBER T' L1.1 I OCTIS i 1 I�i11�1 5 1, 2 6T. 4 BROADWAY A nas - - --- WO . , ,RAILROAD STR DSCAPE PLAN C 11 E 201-0" ! + r ++++ ♦ ♦i+ + + ♦ + + ♦ ♦ ♦*i+*.+.. + + s f♦ ♦♦♦'♦'�F`♦'** '++'+k+ ♦ . + . ♦ - 1 + ♦ ♦ ♦ + + ♦ ♦♦ + + • a ♦ a • ♦ a ! f + ♦ ♦ ♦ ♦ ♦ + ► ♦ f ► + + ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ► ♦ ♦ ! ♦ ♦ f ♦ + ♦ ♦ ♦ 4 ♦ + ♦ ♦ ♦ ♦ ♦ + ♦ « + + ♦ ♦ ♦ 4 ♦ ♦ ♦ + ♦ ♦ f + + + ♦ ♦ + + ♦ r • • + ♦ ♦ ♦ +� i ++.+++++++++.+++++++++ + ♦ ♦ ♦ + + ► + + f ♦ .+# + ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ f ♦ ♦ ♦ ♦ O• + ♦ ♦ ♦ + + + + +♦ I .+.,+ f + ♦ ♦ ♦ f SJ ++ ♦ ! ♦ a + ♦ + + + + + + ♦ ♦ + 5 ♦ q o + ♦ + f + !++ r ♦ + ♦ + H5 ♦ . ,♦ .♦+,+ +.+.« ++�• ♦♦ • ♦ �♦ + ♦ ♦� ♦ + # + ♦ ♦ + + + # ♦ ► + + 4 ♦ 4 ♦ ! + + ♦ ♦ + + ♦ ♦ + TYP. 1 + •/ + + ♦+.++ ♦♦+♦+ +++.+ +,+++ ! + + r + + .♦.+. ♦ . + + + !++♦+r+♦♦+ 10 5 +++ H5 A5 +'+ ♦-�'♦' ++++♦ 6 +++++++++.. BT '+'♦+♦+++ 2 `• f r C 3 +.f.+♦++++ + -. C I ♦+*+++*`+ 5J ♦++++ r + + + + ♦ + ♦ ♦ 4 ♦ i f + 8 ♦♦.♦ ♦ f f ♦ + . a ♦ ♦ + +`.'+' + f + t ♦ + ♦ + ♦ + + + ♦ + + a +..++ TYP. 4 ' L1.5 /4\ + ♦ j+ + A5 +♦++ ..5++' ♦ + + ♦ + + ♦ + + 4 + ♦ ♦ 4 ♦ ♦ f f +♦+♦ +,♦♦, +♦+. ♦ ►♦+++ f BT + + + + ♦ , ♦ + f Hs +l++ ♦♦!+♦ + ♦ ♦ ! ♦ !!♦++ r ♦ ♦ f ♦ + ++SON++ ♦,♦ ♦ i + ♦ # + + f 2 ! + f + ♦ + + PG +♦ ♦ + ++ + r + + + ♦ ♦ ♦ ♦ + ♦ + + ♦ f ♦ ♦ ♦ + *+++++ **+*+*♦+++ +*♦* ++fo+!„ \#++ ♦ +♦++♦ ♦ + + + ♦ + a + + + + + ♦ + + + + ♦ ♦ + ♦ ! ♦ ♦ ♦ ♦ ! ♦ r +:+:+: + r ♦a + ♦ + + r ♦ a + + + 10 11 LANDSCAPE LEGEND PLANTS TO BE INSTALLED 01� D 0 0 — — — — — — — — -- — GUT EDGING AS DETAILED - - - - PROPERTY LINE (VERIFY) i ... �. .�. �. VISION TRIANGLE IO QUANTITY JB PLANT IDENTIFICATION KEY ♦*i+r♦,+f«♦: +4 TURF SC/L OVER APPROVED ♦+,+♦+#+*+♦♦+* TOPSOIL. f ..1.....1....... BARK MULCH OVER APPROVED TOPSOIL WITH PRE -EMERGENT HERBICIDE APPLIED. SIE 3 LANDSCAPE NOTES. JG LIGHT POLE WiTHOUT CONCRETE APRON (SEE ELECTRICAL SHEETS AND DIV. 16 SPECIFICATIONS FOR ADDITIONAL INFORMATION. f CALLOUT LEGEND VISION TRIANGLE WEST SLOPE PLANTER BED 2 f t LANDSCAPE 12 Q Q W 13 REQUIREMENTS STREET TREE REQUIRMIENTS: FAST BOUNDARY (MERIDIAN RDJ: 338 LIN. FT. REQUIRED- 10 PROVIDED- 12 IDAHO " APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities In compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Nance Date 14 15 t %opydght C) 2015 AD rV is reserved. Reproduction or use in airy fo m or by any means wBthout w Men permission Of Bred= Lara! Desijn, ire. as untawtut and subject to crimbnai praeaAm mss, Z0 F— Q tW^ �.i ) O � z W �� z n Uj o �cstS lift a):2 C1U. 24 z 0 M111111111111111s!s'... REVISIONS U C0 0 0 F_ Cl) J U PROJECT NO.: � 15017 F— tW^ �.i ) F— z W aC W t+l o �cstS lift 24 z 0 M111111111111111s!s'... REVISIONS lo. Date Description PROJECT NO.: 15017 (n DRAWN BY.. z RL: CHECKED BY: .E3 DATE: 04/21/2015 C* i3 �stit SHEET NUMBER T' L1.1 ti F Q 0 E II 0 N T II 3 C: 0 cc DL m m .II rn 3 O M 1 I. ALL PLANTER BEDS SHALL BE IRRIGATED WITH AN INLINE EMITTER DRIP LINE IRRIGATION SYSTEM, RAiN51RD TUBING XFD-06-18 WITH X11500 SYSTEM INDICATOR AT THE EACH OF EACH SEPARATE ZONE. THE CONTRACTOR 15 RESPONSIBLE TO INSTALL THE DRIP SYSTEM AS PER MANUFACTURERS RECOMMENDATIONS AND THE FOLLOWING REQUIREMENTS: A. AN INLINE EMMI I I DRIP LiNE TUBING SHALL BE USED. THE EMITTER 5PACIN6 SHALL BE EIGHTEEN INCHES (180) AND THE EMITTER FLOWS ARE TO BE .61 G.P.H. LATERALS SHALL BE SPACED AT EIGHTEEN INCHES (IS"). B. A FILTER WiTH A TRIFLUREX RING SHALL BE INSTALLED ON EACH ZONE. THE FILTER SHALL BE INSTALLED IN CON.UCTION WITH AN ELECTRIC, REMOTE CONTROL VALVE AS SPECIFIED (SIZE AS NOTED ON SCHEDULE). THE FILTER MODEL SHALL BE A 3/4" 150 MESH V150 FILTER (HYO -15). SEE DETAIL. G. ALL ZONES SHALL BE INSTALLED WITH A LINE FLUSHING VALVE. INSTALL WITH COLLAR SEE DETAIL. D. ALL ZONES SHALL HAVE AN AIR/ VACUUM RELIEF VALVE, SEE DETAIL. THESE 5HALL BE INSTALLED AT THE HIGHEST POINTS WITHIN THE ZONES. E. ALL TUBING SHALL BE STAKED DOWN WITH TL56 SIX INCH (69 SOIL STAPLES TO PREVENT EXP05URE OF PIPE THROUGH MULCH, SLE DETAIL. F. ALL ZONES SHALL HAVE A 'RAINBIRD' X1-1500 DRiP 5Y5TEM OPERATION INDICATOR AT END OF DRIP ZONE LiNE TO ENSURE PROPER FUNCTIONALITY. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL THE DRIP SYSTEM 50 THAT THE OPTIMUM Al -COUNT OF WATER IS APPLIED TO ENSURE THE HEALTH OF ALL PLANT MATERIAL. EXTRA EMITTERS ARE TO BE INSTALLED AT ALL TREES PLANTED WITHIN THE PLANTER BEDS TO INSURE PROPER WATERING IF NECESSARY. 3. THE CONTRACTOR 15 RESPONSIBLE TO SCHEDULE A MEETIN& WITH THE LANDSCAPE ARCHITECT AND THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH ANY IRRIGATION INSTALLATION IN ORDER TO REVIEW WORK TO BE DONE. No CHANGES IN MATERIAL SPECIFIED OR TO THE DE -516N OF THE SYSTEM SHALL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. 4. ALL PVC LATERAL. LiNES FROM VALVES TO HEADERS ARE TO BE BURIED AT MINIMUM DEPTH OF 'WELVE INCHES (12"). SIZE AS NECESSARY. (SEE PIPE SIZING NOTES ON THI5 SHEET) 5. AFTER INSTALLATION OF THE iRR16ATION SYSTEM THE CONTRACTOR 15 RESPONSIBLE TO PROVIDE THE OWNER WITH AS -BUILT DRAWINGS AND INSTRUCTIONS FOR MAINTENANCE OF THE DRIP SYSTEM. 6. PROVIDE DRiP LINE TO ENSURE EACH SHRUB AND TREE RECEIVES ADEQUATE IRRIGATION. BURY DRIP LINE AT 4" MIN. TO HiDE FROM VIEW, LOCATE DRIP LINE TO MINIMIZE THE NUMBER OF EMITTERS REQUIRED, ADJUST DRIP LINE LOCATION TO OBTAIN COMPLETE COVERAGE. REFER TO NOTES FOR SPECIFICATIONS. SYSTEM OPERATIONAL NOTES SYSTEM OPERATION: (based on historical climate) CONTROLLER SETUP: A cycling technique will be used for application of water, each station run time will be applied with three (3) different start times. Therefore station run times reflect one third (113) the total application. Peak water application will require Irrigation every night. Set controllers for start time #1 at-7:30pm., start time #2 at 12:00am., and start time #3 at 5:30om. Extend water windo if required to meet peak water requirements. INITIAL STATION RUN TIMES: DRIP ZONES: SHRUBS - 30 MINUTE CYCLES. IBRO -SPRAY NOZZLE 5PRAY ZONES: TURF - 3 MINUTE CYCLES. MP ROTATOR NOZZLE SPRAY ZONES: TURF - 5 MINUTE CYCLES. SYSTEM BALANCING: As the system operates, some zones will be wet while others are dry. Adjust only those stations which require additional or less water. For example, if sta lon TSI, a i5' turf spray zone is always dry, change the station T51 run time from fifteen (15) minutes to sixteen (16) minutes. Continue making adjustments until the zone moisture content is acceptable. Use nozzle changes or nozzle screw adjustments to adjust wet and dry areas within a zone. 2 P, 4 IRRIGATION MATERIAL LEGEND SYMBOL DESCRIPTION 15 12 10 8 10V 15V SST EST VAINBIRD' 1804 SERIES POP-UP SPRAY - e 0 0 0 ®Q ! SPRiNKLERS. NOZZLE AS INDICATED ON IRRIGATION NOTES MP3K MP2K MP1K I. SYSTEM DESIGN BASED ON THE A55UMPTION OF THE AVAILABILITY OF 26 G.F.M. WITH 60 +0000() P.5.1. AT THE SOURCE AND 30 P.5.1. AT THE HEADS. O 2. ALL LATERAL LINES THAT ARE NOT LABELED SHALL BE 3/4" DIAMETER TS 2 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY ® DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EX15TIN67 UTILITIES SHALL Q BE CONTRACTOR'S RESPONSIBILITY. 40 4. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS NTH CIVIL, MECHANICAL, AND T ELECTRICAL ENGINEERING SHEETS. 40 5. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES T5 5 UNDER BARD SURFACES WITH RESPECTIVE GONTRACTOR5. 40 b. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. APPROXIMATE :1�� 114R! LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. FIELD VERIFY LOCATION. L ALL ENDS OF SLEEVES SHALL BE TAPED OR CAPPED AND MARKED WITH A 20X 4" PAINTED TS I STAKE EXTENDING TO 24" ABOVE GRADE. STAKES SHALL NOT BE REMOVED UNTIL THE 40 IRRIGATION SYSTEM 15 COMPLETE. ALL SLEEVES SHALL EXTEND A MINIMUM OF 18" BEYOND TS 8 BACK OF CURB OR EDGE OF PAVEMENT. PROVIDE COMPACTED BACKFILL AS NECE55ARY 40 AT HARD SURFACE LOCATIONS. T5 Q I. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THiS 60 SLV WORK. T510 8. IRRIGATION CONTROLLER(5) ARE TO BE LOCATED AS SHOWN ON THE PLAN. CONTROLLER5 40 SHALL 13E WIRED TO POWER SUPPLY BY A LICENSED ELEC'iRiCIAN PER LOCAL CODES. " IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED CONNECTIONS TO 24 VOLT 40 IRRIGATION CONTROL WIRE INSIDE THE BUILDING THROUGH APPROPRIATE SIZED CONDUIT. TS 12 q. ALL HEADS ARE TO BE 4" POP-UP IN LAWN AREAS AND 12" POP-UP iN SHRUB AND GROUND K COVER AREAS. IRRIGATED AREAS CONTAINING VEGETATION WHICH POTENTIALLY MAY T5 13 IMPEDE PERFORMANCE OF A 4" POP-UP SPRINKLER ARE TO BE REPLACED WITH A 12" HIGH 40 POP-UP SPRINKLER. TS 14 10. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.G., STATE CODES, LOCAL CODES, AND 40 MANUFACTURERS RECOMMENDATIONS. TS 15 11. CONTRACTOR SHALL REMOVE AND DIS°05E OF ALL ROCK AND DEBRIS 5ROU6HT TO THE 40 SURFACE AS A RESULT OF TRENCHING OPERATIONS. TS 16 12. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINC-5 FOR ADDITIONAL REQUIREMENTS. T5 17 13. ALL 24 VOLT POWER KIRE5 SHALL BE #14 AWG COPPER. ALL ABOVE GROUND 120 VOLT 40 AND 24 VOLT WiRE SHALL BE IN PVC CONDUIT. ONE POWER WIRE SHALL BE PROVIDED D 1 BACK TO THE CONTROLLER FOR EACH VALVE. ALL COMMON WIRE5 SHALL BE #12 AW6 ! 40 COPPER. ALL 24 VOLT WIRE5 SHALL BE TAPED TOC -ETHER AT TEN FOOT (10'-0") J INTERVALS. 40 14. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS AND ORDINANCES. 15. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS -BUILT DRAWING IN PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT. 16. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN EVERY DETAIL FOR A PERIOD OF TWO YEARS FROM THE DATE OF ITS ACCEPTANCE, REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRIN6 WITHIN THOSE TWO YEARS SHALL BE FREE OF EXPENSE TO THE OWNER. 1'7. A5 PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND SPRING START UP OF THE 5Y5TEM DURING THE GUARANTEE PERIOD (2 YEAR5). 18. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THI5 SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN PERM155ION OF THE OWNER OR LANDSCAPE ARCHITECT. 14. IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS TO 5PRINKLER NOZZLES, SPRINKLERS, PIPE, AND OTHER IRRIGATION EQUIPMENT LOCATIONS TO FiT THE A5 -BUILT SiTE. ADJUST HEAD AND PIPE LOCATIONS A5 REQUIRED TO AVOID DAMAGING EXISTING TREE ROOTS. ADJUSTMENTS SHALL ENSURE HEAD TO HEAD COVERAGE AND NOT OVERSPRAY THE BUILDING OR OTHER IMPROVEM IT5. 20_ IRRIGATION PiPING LAYOUT IS SCHEMATIC. INHERE LINES ARE SHOWN BELOW PAVEMENT ADJACENT TO LANDSCAPE AREAS, THEY SHALL 13E LOCATED IN THE LANDSCAPE AREA UNLESS SHOWN WiTH A SLEEVE SYMBOL. 21. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS PRIOR TO Ga CONSTRUCTION AND PROVIDE NECE55ARY ADJUSTMENTS. 22. IRR16ATION CONTRACTOR SHALL USE THE MANUFACTURERS APPROVED PRESSURE REGULATING MODULE AS SPECIFIED TO ADJUST ZONE OPERATING PRESSURES TO AN AVERAGE OF 40 P.5.1. IN SPRAY ZONES. 23. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. DRIP IRRIGATION NOTES F Q 0 E II 0 N T II 3 C: 0 cc DL m m .II rn 3 O M 1 I. ALL PLANTER BEDS SHALL BE IRRIGATED WITH AN INLINE EMITTER DRIP LINE IRRIGATION SYSTEM, RAiN51RD TUBING XFD-06-18 WITH X11500 SYSTEM INDICATOR AT THE EACH OF EACH SEPARATE ZONE. THE CONTRACTOR 15 RESPONSIBLE TO INSTALL THE DRIP SYSTEM AS PER MANUFACTURERS RECOMMENDATIONS AND THE FOLLOWING REQUIREMENTS: A. AN INLINE EMMI I I DRIP LiNE TUBING SHALL BE USED. THE EMITTER 5PACIN6 SHALL BE EIGHTEEN INCHES (180) AND THE EMITTER FLOWS ARE TO BE .61 G.P.H. LATERALS SHALL BE SPACED AT EIGHTEEN INCHES (IS"). B. A FILTER WiTH A TRIFLUREX RING SHALL BE INSTALLED ON EACH ZONE. THE FILTER SHALL BE INSTALLED IN CON.UCTION WITH AN ELECTRIC, REMOTE CONTROL VALVE AS SPECIFIED (SIZE AS NOTED ON SCHEDULE). THE FILTER MODEL SHALL BE A 3/4" 150 MESH V150 FILTER (HYO -15). SEE DETAIL. G. ALL ZONES SHALL BE INSTALLED WITH A LINE FLUSHING VALVE. INSTALL WITH COLLAR SEE DETAIL. D. ALL ZONES SHALL HAVE AN AIR/ VACUUM RELIEF VALVE, SEE DETAIL. THESE 5HALL BE INSTALLED AT THE HIGHEST POINTS WITHIN THE ZONES. E. ALL TUBING SHALL BE STAKED DOWN WITH TL56 SIX INCH (69 SOIL STAPLES TO PREVENT EXP05URE OF PIPE THROUGH MULCH, SLE DETAIL. F. ALL ZONES SHALL HAVE A 'RAINBIRD' X1-1500 DRiP 5Y5TEM OPERATION INDICATOR AT END OF DRIP ZONE LiNE TO ENSURE PROPER FUNCTIONALITY. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL THE DRIP SYSTEM 50 THAT THE OPTIMUM Al -COUNT OF WATER IS APPLIED TO ENSURE THE HEALTH OF ALL PLANT MATERIAL. EXTRA EMITTERS ARE TO BE INSTALLED AT ALL TREES PLANTED WITHIN THE PLANTER BEDS TO INSURE PROPER WATERING IF NECESSARY. 3. THE CONTRACTOR 15 RESPONSIBLE TO SCHEDULE A MEETIN& WITH THE LANDSCAPE ARCHITECT AND THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH ANY IRRIGATION INSTALLATION IN ORDER TO REVIEW WORK TO BE DONE. No CHANGES IN MATERIAL SPECIFIED OR TO THE DE -516N OF THE SYSTEM SHALL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT. 4. ALL PVC LATERAL. LiNES FROM VALVES TO HEADERS ARE TO BE BURIED AT MINIMUM DEPTH OF 'WELVE INCHES (12"). SIZE AS NECESSARY. (SEE PIPE SIZING NOTES ON THI5 SHEET) 5. AFTER INSTALLATION OF THE iRR16ATION SYSTEM THE CONTRACTOR 15 RESPONSIBLE TO PROVIDE THE OWNER WITH AS -BUILT DRAWINGS AND INSTRUCTIONS FOR MAINTENANCE OF THE DRIP SYSTEM. 6. PROVIDE DRiP LINE TO ENSURE EACH SHRUB AND TREE RECEIVES ADEQUATE IRRIGATION. BURY DRIP LINE AT 4" MIN. TO HiDE FROM VIEW, LOCATE DRIP LINE TO MINIMIZE THE NUMBER OF EMITTERS REQUIRED, ADJUST DRIP LINE LOCATION TO OBTAIN COMPLETE COVERAGE. REFER TO NOTES FOR SPECIFICATIONS. SYSTEM OPERATIONAL NOTES SYSTEM OPERATION: (based on historical climate) CONTROLLER SETUP: A cycling technique will be used for application of water, each station run time will be applied with three (3) different start times. Therefore station run times reflect one third (113) the total application. Peak water application will require Irrigation every night. Set controllers for start time #1 at-7:30pm., start time #2 at 12:00am., and start time #3 at 5:30om. Extend water windo if required to meet peak water requirements. INITIAL STATION RUN TIMES: DRIP ZONES: SHRUBS - 30 MINUTE CYCLES. IBRO -SPRAY NOZZLE 5PRAY ZONES: TURF - 3 MINUTE CYCLES. MP ROTATOR NOZZLE SPRAY ZONES: TURF - 5 MINUTE CYCLES. SYSTEM BALANCING: As the system operates, some zones will be wet while others are dry. Adjust only those stations which require additional or less water. For example, if sta lon TSI, a i5' turf spray zone is always dry, change the station T51 run time from fifteen (15) minutes to sixteen (16) minutes. Continue making adjustments until the zone moisture content is acceptable. Use nozzle changes or nozzle screw adjustments to adjust wet and dry areas within a zone. 2 P, 4 IRRIGATION MATERIAL LEGEND SYMBOL DESCRIPTION 15 12 10 8 10V 15V SST EST VAINBIRD' 1804 SERIES POP-UP SPRAY - e 0 0 0 ®Q ! SPRiNKLERS. NOZZLE AS INDICATED ON ® ' I" CURB STOP VALVE OR APPROVED EQUAL. I ' `RAINBIRD' 1806-5AM-PRS-P45 SERIES MP3K MP2K MP1K 'POP -{P SPRAY SPRINKLERS. USE 'HUNTER' +0000() MPR40-066V-MP, MP2000-90 MP ROTATOR O SERIES NOZZLES. TS 2 s RAINBIRD' PGA 100 ELECTRIC REMOTE ® CONTROL VALVE. SEE ZONE SCHEDULE FOR Q VALVE SIZE. d 40 t RAINBiRD REMOTE CONTROL VALVE LABEL T (T5 = TURF SPRAY, E = EXISTING ZONE, D = 40 DRIP ZONE1. T5 5 SCHEDULE 40 SOLVENT WELD PVC LATERAL. 40 LINE, 51ZE A5 INDICATED ON PLANS. :1�� 114R! PROVIDE ONE (1) KiNG DRAIN AUTOMATIC 40 DRAIN VALVE AT LOW POiNT OF EACH TS I LATERAL ZONE. 40 1-1/2" SCHEDULE 40 SOLVENT WELD PVC, TS 8 MAIN LINE. 40 SCHEDULE 40 IRRIGATION SLEEVE, 51ZE A5 T5 Q INDICATED ON PLANS. (Provide an additional 60 SLV 2" sleeve at ail main line sleeve locations for T510 control wires) 40 GRAY SCHEDULE 40 PVC FOR FLECTRICAL " } CONTROL 1141RES, SiZE AS INDICATED ON 40 COORDINATE WITH ELECTRICAL. ® ' I" CURB STOP VALVE OR APPROVED EQUAL. I N 1-1/4" REDUCED PRESSURE BACK FLOW PREVENTOR, SIE DETAIL. CALLOUT LEGEND OCONNECT NEW 1-1/2" MAINLINE TO TO EXISTIN6 3/4" METER STUB PROVIDED IN THIS APPROXIMATE LOCATION. (FIELD VERIFY) SIE CIVIL PLANS. 0 2 2" WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS REQUIRED. GPEDESTAL MOUNT IRRI6ATlON CONTROLLER IN THIS APPROXIMATE LOCATION. SLE 51TE ELECTRICAL PLANS. CONNECT 120 VOLT A5 REQUIRED. ALL ABOVE GRADE WIRES SHALL BE LOCATED IN APPROPRIATELY SIZED CONDUIT (2" MINIMUM). IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFIED ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION CONTRACTOR SHALL ENSURE ALL CONTROLLER OPTIONS AND ZONES ARE FULLY OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER SHALL BE LQGATED IN THE PLANTER BED TO THE SOUTHEAST OF THE LOCATION SHOM. CONTROLLER LOCATION TO BE OINNER APPROVED. 4 EXTEND EXTRA WIRES TO THI5 POINT, COIL APPROXIMATELY 24" LENGTH OF EXTRA WIRE -5 IN SEPARATE VALVE BOX AT THI5 LOCATION. INSTALL 'RAINBIRD' X1-1500 DRIPSYSTEM OPERATION INDICATOR AT 5 END OF DRIP ZONE LINE TO ENSURE PROPER FUNCTIONALITY. ZONE SCHEDULE ZONE # I" HUNTER HO -51 -RC MICK COUPLING VALVE PSI W/ HK -55 KEY, AND H05E SWIVEL, SEE TS 1 I DETAIL. O I NIBCO MANUAL DRAIN VALVE 51ZE TO TS 2 MATCH MAINLINE, SIE DETAIL. 40 RAINBIRD ESP -Me SERIES 18 STATION Q CONTROLLER W1TH STRONGBOX LOCKABLE, 40 STAINLESS STEEL PEDESTAL MODEL T5 4 #5B-1855 N 1-1/4" REDUCED PRESSURE BACK FLOW PREVENTOR, SIE DETAIL. CALLOUT LEGEND OCONNECT NEW 1-1/2" MAINLINE TO TO EXISTIN6 3/4" METER STUB PROVIDED IN THIS APPROXIMATE LOCATION. (FIELD VERIFY) SIE CIVIL PLANS. 0 2 2" WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS REQUIRED. GPEDESTAL MOUNT IRRI6ATlON CONTROLLER IN THIS APPROXIMATE LOCATION. SLE 51TE ELECTRICAL PLANS. CONNECT 120 VOLT A5 REQUIRED. ALL ABOVE GRADE WIRES SHALL BE LOCATED IN APPROPRIATELY SIZED CONDUIT (2" MINIMUM). IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFIED ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION CONTRACTOR SHALL ENSURE ALL CONTROLLER OPTIONS AND ZONES ARE FULLY OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER SHALL BE LQGATED IN THE PLANTER BED TO THE SOUTHEAST OF THE LOCATION SHOM. CONTROLLER LOCATION TO BE OINNER APPROVED. 4 EXTEND EXTRA WIRES TO THI5 POINT, COIL APPROXIMATELY 24" LENGTH OF EXTRA WIRE -5 IN SEPARATE VALVE BOX AT THI5 LOCATION. INSTALL 'RAINBIRD' X1-1500 DRIPSYSTEM OPERATION INDICATOR AT 5 END OF DRIP ZONE LINE TO ENSURE PROPER FUNCTIONALITY. ZONE SCHEDULE ZONE # ;GPM PSI 1 VALVE SIZE TS 1 Ili 40 1 i0O-PGA TS 2 11.1 40 100-P65A T5 3 I LOCi 40 l00 -PGA T5 4 12.8 40 100 -PGA T5 5 1083 40 IQO-PGA T5 6 10.26 40 100-P6A TS I 8.85 40 100 -PGA TS 8 82 40 100 -PGA T5 Q 8.88 i 40 100 -PGA T510 8.2 40 100-P67A T511 6.73 40 100 -PGA TS 12 11.140 100 -PGA T5 13 11.1 40 100-P6A TS 14 115 40 100 -PGA TS 15 i 11.33 40 100 -PGA TS 16 11.140 100416A T5 17 I ILl 40 100-P67A D 1 227 ! 40 XCZF-100-PRF D2 356 40 XCZF-i00-PRF DRIP MATERIAL LEGEND 77 -3 J `JJJJJJJJJ DRIP ZONE - JJJJJJJJJ DRIP ZONE - \ AREA ONE'JJJJJJJJJ 'JJJJJJJJJ AREA TWO UKEMANbw IDAHO APPROVED FOR CONSTRUCTION These pians and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities In compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date 14 15 Copyright CC) 2015 Ad rights reserved. Reprododion or use in any form or by any means wOmut wmtten p&mWlon of Bred= Land Design, koc. Is wtawU wO a bjed to ab dnat proswXm Z 0 V ate.+ C T m bS ® m LD y O O E® C E is .1 in IN fD lh C rA m mN g o mo f 0 �. �? o „ me ID & G O m m .� C co Ti di C {L � � t`J C9 4D 3 m 'ECL �- � . • . • ... 3aL >. Copyright CC) 2015 Ad rights reserved. Reprododion or use in any form or by any means wOmut wmtten p&mWlon of Bred= Land Design, koc. Is wtawU wO a bjed to ab dnat proswXm Z 0 0 <V � rJ I ZUJ cL :2 < _ 2 a: O LL >. < - -F-0 C'O 0 ....� UL V _ _0) L U x. LJ cc 0: lot: ciio�Q�� Out REVISIONS lo. I Date I DescxiDtion PROJECT NO.: 15017 DRAWN BY: RE CHECKED BY: JB DATE: 04/21/2015 SHEET NUMBER L2.1 WY / U 0 VJ Z 0 U C* Q a T e ti L K J It C F Q w N 0 0 0 N N tz a ro 1- - 0 00 DL m m n m O O- rn s 7q N O O7 1 2 FLOW 1 CURB STOP VALVE 10" ROUND VALVE BOX 6" ADS LENGTH A5 REQUIRED CURB STOP VALVE FOR DIRECT MAINLINE CONNECTION; VALVE 15 51ZFD THE SAME A5 THE MAINLINE IN H ICH IT 15 INSTALLED PVC MAINLINE TAPE AND BUNDLE CONTROL WIRE AT 10'-0" INTERVALS ALONG MAINLINE NOT TO 5GALE NOTE: •,,—r, � �, —„_ 1. DRAIN LINES MAY BE DIRECTED TO THE SITE DRAINAGE SYSTEM WHERE APPLICABLE. REFER TO PLANS FOR MORE INFORMATION. MANUAL D RAIN VALVE NOT TO 56ALE INILKINS q'15XL REDUCED PRESSURE BACK FLOW PREVENTOR OR APPROVED EQUAL BALL VALVE— q0° ELL NIPPLES TEE WITH I" PLUG FOR SPRINKLER--, BLOWOUT WITH AIR COi-�OR BRASS UNION STRONG BOX ENCLOSURE. FOR 1"-� AND SMALLER R.P.V. USE 55BO-50ALI, LARGER THAN 1" R.P.V. USE SSBG-45AL1. PROVIDE LOCKING KIT 6" DIA. ROUND w VALVE BOX I ; • <:�' 4" CONCRETE PAD, I I ILII 517E AS REQUIRED III—III_ TO PROVIDE 3" ONALL SIDES 111—Ili-, - i — FINDERS TAPE 111-111-6 6" GLASS 200 '-1 I I=1 i 1 PVC SLEEVE t I !=1! 1= !EEA PVC LINE TO (II=FLU 5Y5TEM5 LOCKING LID, AS SPECIFIED LATERAL LINE _ INi51i HRADE 1111 IEE i I!71� I� C =Z I Ed I I-1 I I=1 1I— (MIN. 12" DEEP / 18" MAXJ ' -.0) j-1 I I=1 -11= .—I I !=1 i U' N GLASS 200 11 1=1 I I -1 I ME SAND OR ROCK FREE SOIL =I E -I I VALVE BOX EXTENSION AS (12" MIN. BURY) 111 I ! I - 1 AROUND ALL PIPE UNI I I�_l_iiL ( =i s s- MAINLINE NOTE: •,,—r, � �, —„_ 1. DRAIN LINES MAY BE DIRECTED TO THE SITE DRAINAGE SYSTEM WHERE APPLICABLE. REFER TO PLANS FOR MORE INFORMATION. MANUAL D RAIN VALVE NOT TO 56ALE INILKINS q'15XL REDUCED PRESSURE BACK FLOW PREVENTOR OR APPROVED EQUAL BALL VALVE— q0° ELL NIPPLES TEE WITH I" PLUG FOR SPRINKLER--, BLOWOUT WITH AIR COi-�OR BRASS UNION STRONG BOX ENCLOSURE. FOR 1"-� AND SMALLER R.P.V. USE 55BO-50ALI, LARGER THAN 1" R.P.V. USE SSBG-45AL1. PROVIDE LOCKING KIT 6" DIA. ROUND w VALVE BOX I ; • <:�' 4" CONCRETE PAD, I I ILII 517E AS REQUIRED III—III_ TO PROVIDE 3" ONALL SIDES 111—Ili-, ENCLOSURE !=1 ! 1=1ll — FINDERS TAPE 111-111-6 6" GLASS 200 '-1 I I=1 i 1 PVC SLEEVE t I !=1! 1= !EEA PVC LINE TO (II=FLU 5Y5TEM5 LOCKING LID, AS SPECIFIED NOTE: 1. ALL PIPES AND FITTINGS USED FOR BACK FLOW ASSEMBLY TO BE MADE OF RED BRASS. GAP I{=1 11=1 I i=111=1 11=! ! IEEI I I=II 1=1 I!=1 11-! 11= I -i I I-1 I Id 11-1 =1 11=1 I I 1=1 11 I! -11=1 I I-1 11-! I I1I- 1I-! 11=! I H I 1=1 11=1 11=1 11=1! I-1 11=1 I i-1 11 H 1 I-1! I-! I I -i 11=1 11=1 I I-1 I EA 11=1 I I-1 I I-1 11=1 I I -i I i ' q0O ELL 1=1 I I—III—I 11=1 I l= l i l—i I I- MANUAL DRAIN (TYPIGAU-1 I I-1 I I-1 I MI I I-1 I =115 111 VALVE (REQiIREDONLY IF LINE 6" 121A. 12• DEEP I I1=1I1=1I1=1I1=1I1-1I1=1I I DRAIN BED WITH 2°1I - SLOPES TOWARD GRAVEL FOR DRAIN 1=1MI I I II I II IK -1 I!II I � 1 BACK FLOW VALVE. WRAP NTHi 1=1 j 1=1 I 1=1Ti=1 I ILII, PREVENTER) FILTER FABRIC l! '° • tea: —i t 1:;;11 I—III—I 1 I —t i i—(j I=1 REDUCED PRESSURE 3 BACK FLOW PREVENTER NOT TO 3 E VALVG MIA JPLER VALVE 3R ADE BRIG BARRIER R 'EA GRAVEL 80 NIPPLE '24' DEEP MIND T ELLS 80 NIPPLE QUICK COUPLER VALVE 4 NOT TO TRENCH SECTION 51 NOT TO SIDE VIEW FRONT VIEW LEGEND: 1. STAINLESS STEEL CONTROLLER ENCLOSURE 2 2. CONDUIT 5. i6"X16"X4" CONCRETE PAD 4. 24 VOLT CONDUAT 5. TO CONTROL VALVES 6. SLOPE AWAY FROM CONTROLLER -7. CONTROLLER SUBASSEMBLY (G5A) INCLUDES .,FI 8 TERMINAL STRIPS W1TH PLACARDS 8. AUTOMATIC CONTROLLER AUTOMATIC CONTROLLER PEDESTAL MOUNT D NOT TO 5GALE °0 24" SLACK WIRE ROLLED 202N PIPE SADDLE OR FINISH GRADE NEATLY, USE 3M DBY WATER 10'-O" O.G. INTERVALS ALONG MAIN LINE 24 VOLT COMMON AND CONTROL WIRE TO VALVE PROOF WIRE CONNECTORS .J ��! a ? � REIIIIOTE CONTROL �llALVE !� NOT TO SCALE — FINDERS TAPE g RECTANGULAR HEAVY DUTY _ (q" DEEP) o N M RG LOCKING LID, AS SPECIFIED LATERAL LINE _ INi51i HRADE 1111 IEE i I!71� I� C =Z I Ed I I-1 I I=1 1I— (MIN. 12" DEEP / 18" MAXJ ' -.0) j-1 I I=1 -11= .—I I !=1 i U' N GLASS 200 11 1=1 I I -1 SAND OR ROCK FREE SOIL =I E -I I VALVE BOX EXTENSION AS (12" MIN. BURY) 111 I ! I - 1 AROUND ALL PIPE UNI I I�_l_iiL ( =i PAVING BRICK (I OF 4) MAINLINE (24" DEEP MIN. 130" MAX) TAPE AND BUNDLE CONTROL WIRE AT 10'-0" j O.G. INTERVALS ALONG MAIN LINE TRENCH SECTION 51 NOT TO SIDE VIEW FRONT VIEW LEGEND: 1. STAINLESS STEEL CONTROLLER ENCLOSURE 2 2. CONDUIT 5. i6"X16"X4" CONCRETE PAD 4. 24 VOLT CONDUAT 5. TO CONTROL VALVES 6. SLOPE AWAY FROM CONTROLLER -7. CONTROLLER SUBASSEMBLY (G5A) INCLUDES .,FI 8 TERMINAL STRIPS W1TH PLACARDS 8. AUTOMATIC CONTROLLER AUTOMATIC CONTROLLER PEDESTAL MOUNT D NOT TO 5GALE 6" DEEP PEA GRAVEL SUMP 1 1-1 F` I I-II II I I I I- HARCO 50H 40 PVI'., 6ASKETED 5ERVIGE TEE OR APPROVED EQUAL OR ROMAG 24" SLACK WIRE ROLLED 202N PIPE SADDLE OR CONTROL WIRE AT NEATLY, USE 3M DBY WATER 10'-O" O.G. INTERVALS ALONG MAIN LINE 24 VOLT COMMON AND CONTROL WIRE TO VALVE PROOF WIRE CONNECTORS .J ��! (24" MIN. BURY) ID TAG, RAIN BIRD VID SERIES � REIIIIOTE CONTROL �llALVE !� NOT TO SCALE OR APPROVED EQUAL ONE RECTANGULAR HEAVY DUTY _ m� 1.. c PLASTIC VALVE BOX WITH DRAWN BY: RG LOCKING LID, AS SPECIFIED -_ — —II _ INi51i HRADE 1111 IEE i I!71� I� C =Z I Ed I I-1 I I=1 1I— REMOTE REMOTE CONTROL VALVE AS ' -.0) j-1 I I=1 -11= .—I I !=1 i U' FILTER FABRIC BARRIER GLASS 200 11 1=1 I I -1 PVG LATERAL -{ I ! =I E -I I VALVE BOX EXTENSION AS (12" MIN. BURY) 111 I ! I - 1 REQUIRED UNI I I�_l_iiL ( =i PAVING BRICK (I OF 4) 6" DEEP PEA GRAVEL SUMP 1 1-1 F` I I-II II I I I I- HARCO 50H 40 PVI'., 6ASKETED 5ERVIGE TEE OR APPROVED EQUAL OR ROMAG TAPE AND BUNDLE 202N PIPE SADDLE OR CONTROL WIRE AT APPROVED EQUAL 10'-O" O.G. INTERVALS ALONG MAIN LINE 24 VOLT COMMON AND CONTROL WIRE TO VALVE MAINLINE AS SPECIFIED .J ��! (24" MIN. BURY) G� Y 7,� I � REIIIIOTE CONTROL �llALVE !� NOT TO SCALE q0°ELL SPIRAL FITTINGS SCHEDULE 40 f LATERAL LINE (MIN. 12" DEEP) FINIS 6" Rc BOX LINE VALS BRIG (THRI PEA SUMF FINISH GRADE INSTALL 1/4" ABOVE GRADE AND A MINIMUM OF 4" OFF WALKS AND C.URB5 POP-UP SPRAY HEAD 112" MARLEX STREET ELLS LINEAR LOW DENSITY POLYETHYLENE SWING PIPE P20 LONG MIN., 18" LONG MAX) 40 FITTINGS P -UP SPRINKLER NOT TO SCALE' FLUSHING VALVE - •tr � • - r Q , J 'o Q .J ��! Z G� Y 7,� I C...It •lam' 4.-�14 ONE 2 _ m� 1.. c U DRAWN BY: RG O O-(�''{ U � `v >.() OT T 10 1 11 1 12 1 13 M NOT TO SCALE APPROVED FOR CONSTRUCTION These pians and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these fac ilifies In compliance with all current applicable federal, state and local laws, rules, regulations, ordinances. development agreements, spe flcadon% orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed In writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date 14 15 Copyright © 2015 A9 rvft removed. ftepmdudfan or use 4i any tonn ar by any means w9=t wtten permtsswt of ftdm Lar.i DesiM. bro is wftm i and sAad to aknkw pros Z 0 Q J 'o Q .J ��! Z .� C...It W 0 2 _ m� 1.. c U DRAWN BY: RG O O-(�''{ U � `v >.() -.0) SHEET NUMBER O V� L L L2.5 W ut O O ottr WtLpj a'=� O� �Z>Di N V/ U O REVOONS lo. Date Description 0 PROJECT NO.: 15017 U DRAWN BY: RG O CHECKED BY: U � C* DATE: 04/21/2015 O SHEET NUMBER O T L2.5 L K J H F FIN15H GRAD)=—� - Techline TEE Techline TUBING BLANK Techllne TUBING . Techltne 3/4° - BLAZING' Fast Fitting POLYETHYLENE PIPING SEE SPECS SIE SPECS TECHLINE START CONNECTON 1 NOT TO (Lateral Lane to Tee) TechUne TEE (tYPj Techline START CONNECTION (TYPJ FINISH GRADE II pr.r r1• i� I VLJII`tV COMPAGTED 51.86iRADE M0TE: I. 5EE PLANS 8 LEGEND FOR ALL DIMENSIONS AND TECHLINE LATERAL SPACING 2. RATIO OF TIECHLTNE LATERALS TO START CONNECTIONS 15 SHOWN AT 2.1, BUT MAY VARY PER HYDRAULIC DEMAND ON START CONNECTION. (SEE PLANS 8 LEGEND) 2 11N ECHLINE SUB-HEADESTALLATION NOT TO SCALE N 3/4• DISC FILTER 3/4. 56H 8O UNION 12° x 18• VALVE E `r' BOX C014 REMOTE CONTROL N VALVE —� /-3/4° PRV • �1k mi}� •• • o � , • • iY• ���i-�. • �• r •!i' • ••• -- .-.-1- /i1�.it7Lt6�}}•'i•i.�"""t7,4ri,�}r r, •. i�:f�rr !• .r}T�...�i•��lr'.�rS"!•yZ'i.�E�r�°y•�1�i)�••••1 •i }�r�..Yt��r��•r� rvvy�Jt. ••�vrr••L')�•Al••i-{�`rr���y�1r���•. ���rrt:��•��.I11���•Ti�}1rI�*�f�r•'V�y}ji���IN.sryli'!r<�, 'i� .it�:rr�Hi••,k��1�,-�.�t�44�r.i�•ir4ttr`►i 1 N' Wl toE• 1 0 -. • CONTROL WITH DI56 AND PRV JPPLY HEADER START TION DAPTER TUBING LATERAL ERIMETER rechilne TUBING ED ON MOUND OR WAMT HEADER 'ER LATERALS 'FROM EDGE ATO POLYETHYLENE MANUAL LINE FLUSHING VALVE Techiine °END FEEW LAYOUT Z)TECHLINE END FEED LAYOUT NOT TO 50ALE DjCIELINE CENTER FEED GK_ YOUT LINE FLUSHING VALVE D POLY LATERAL START TION DAPTER 04AU5T HEADER APPLY HEADER START TION 'AIL CONTROL ^UTH D15G NND PRV echllne TUBING ED ON MOUND OR BERM) TUBING LATERAL ER LATERALS FROM EDGE NOT 0 SUPPLY HEADER REMOTE CONTROL VALVE WITH DISC FILTER AND PRV MANUAL LINE FLUSHING VALVE PLUMED TO PVC, AREA PERIMETER Techline START CONNECTION EXHAUST HEADER Techline TEE �'— TechLine LATERAL TUBING TECH LINE CURVED AREA LAYOUT6 NOT TO SCALE CONTROL VALVE iC FILTER AND DRIPLINE START CONNECTION MALE ADAPTER SUPPLY HEADER DRIPLINE TUBING ISLAND PERIMETER AIEA DRIPLINE ELL 41R/VACUUM RELIEF VALVE (PLUMED TO MPLINE AT EACH '1161-1 POINT) LINE FLUSHING VALVE PLUMED TO DRIPLTNE - DRIPLINE ISLAND LAYOUT 7 �7 10 11 TO DDRfP$ LINE PARKING f TYPICAL LAYOUT POLYETHYLENE SUPPLY HEADER START CONNECTION ON EXHAUST HEADER (TYP) PARKING ISLAND PERIMETER AIR/VACWM RELIEF ON BLANK DRIPLINE TUBING ACROSS ANY HIGH POINT (TYP) TOTAL LENGTH OF DRIPLINE TUBING IN THIS AREA CAN NOT EXCEED MAXIMUM LENGTH OF RUN. (5EE DESIGN 6UIDELINE5) DRIPLINE TUBING THROUGHOU' PLANTER WITH DRIPPERS AT SPACING IN LOAM START CONNECTION ON SUPPLY HEADER (TYPJ DRIPLINE PRESSURE REDUCING- VALVE EDUCINGVALVE A55EI45LY DRIPLINE FILTER WITH REMOTE CONTROL VALVE A55EMBLY AIR/VACUUM RELIEF ON N-ANK DIRIPLINE TUBiN6 A6ROS6 ANY HIGH POINT `TYP) LINE FLUSHING VALVE ON END OF EXHAUST HEADER AT POINT OF THE LOWEST PRESSURE ON SYSTEM. (MINIMUM OF ONE PER 15 6 'M)(TYPJ NOT TO SCALE MLLCH PER PLAN FINISH GRADE SPACING PER PLANS 5UB GRADE 9DiDRIPLINE SUBGRADE INSTALLATION 12 13 TO C& EDAr{O APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design andfor construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these pians must be submitted for review and compliance with the Meridian City j Standards and Specifications before said revision is constructed. Name Date 1 15 mr- 19 1 �" 0 � m H to0 16 COT, IDo � Y-9CL �a C j. IgoR yyT ur> 1 v Is • • • • • • i LL mil Copyright © 2015 Aarightsnesesved. Reprodxfinoruseheglam or by eny meens widwut miuerpenntssbn of Wedwn tam Design. tnc. fsraimm and ad*d 10 crtrn[rmi ubn. z �" 0 Q W J co REVISIONS 1 v -4-� �■ MJza) W 0 C) C C � i c: LL >- Q .o U J13 `v C) SHEET NUMBER 0 T i U Uj � O iaEa�'�Za°� ma W ( , REVISIONS Zo. Date Description v 0 0 PROJECT NO.: 15017 (f z DRAWN BY: FM CHECKED BY U J13 DATE: 04/21/2015 C) SHEET NUMBER 0 T L2.6