The URL can be used to link to this page

Home My WebLink AboutConstruction Drawings V1UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T EP EP EP SS SS SS SS SS W W W W EP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP Sheet Notes: A. IN THE EVENT OF A DISCREPANCY, NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. B. THE CONTRACTOR SHALL ENSURE THAT ALL DEMOLITION, REMOVAL, ABANDONMENT, ABATEMENT AND CLEARING AND SITE PREPARATION NECESSARY FOR PROPOSED IMPROVEMENTS ARE COMPLETED WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL REMOVE OR ABANDON ALL ITEMS INCIDENTAL TO THE ITEMS INDICATED. C. UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS HAVE BEEN LOCATED AS MARKED IN THE FIELD BY DIGLINE AND APPLICABLE UTILITY COMPANIES, AND BASED ON FACILITY MAPS PROVIDED BY THE OWNER. THE SURVEYOR HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. D. RETAIN AND PROTECT EXISTING IMPROVEMENTS OUTSIDE WORK LIMIT BOUNDARY UNLESS MARKED FOR DEMOLITION. RETAIN AND PROTECT EXISTING UTILITIES AND ASSOCIATED STRUCTURES UNLESS MARKED FOR DEMOLITION. E. PRESERVE AND PROTECT ALL SURVEYING MONUMENTS AND PROPERTY CORNERS. COORDINATE WITH PROJECT SURVEYOR TO TIE AND REPLACE ALL MONUMENTS WHICH MUST BE OBLITERATED. F. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY WITH THE AGENCY HAVING JURISDICTION. MINIMIZE ANY TRAFFIC DISTURBANCES. G. CONTRACTOR SHALL COMPLY WITH ADA ACCESSIBLE GUIDELINES, WITHIN THE PUBLIC RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE PROJECT AS REQUIRED BY THE CITY OF MERIDIAN. APPROXIMATE LINE OF DEMOLITION LIMITS. Demolition Legend: Keynotes: 1. RETAIN AND PROTECT EXISTING CONCRETE CURB AND GUTTER. 2. REMOVE AND SALVAGE EXISTING SIGNAL POLE AND RELATED APPURTENANCES TO ACHD, SEE SHEET C8.00 FOR MORE INFORMATION. 3. RETAIN AND PROTECT EXISTING UTILITY STRUCTURE. 4. RETAIN AND PROTECT EXISTING ASPHALT PAVEMENT. 5. RETAIN ADN PROTECT EXISTING SIGN. 6. REMOVE & DISPOSE EXISTING CONCRETE CURB AND GUTTER. 7. REMOVE & DISPOSE EXISTING CONCRETE VALLEY GUTTER. 8. RETAIN AND PROTECT EXISTING CONCRETE SIDEWALK/FLATWORK. 9. REMOVE & DISPOSE EXISTING 15" CMP GRAVITY IRRIGATION PIPE. 10. RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION BOX. 11. REMOVE AND DISPOSE EXISTING UTILITY STRUCTURE. CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. # SAWCUT EXISTING ASPHALT CONCRETE AND REMOVE. SAWCUT EXISTING CONCRETE SIDEWALK/FLATWORK AT NEAREST JOINT AND REMOVE. UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T SD SD R/W R/W D Sheet Notes: A. IN THE EVENT OF A DISCREPANCY, NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. B. THE CONTRACTOR SHALL ENSURE THAT ALL DEMOLITION, REMOVAL, ABANDONMENT, ABATEMENT AND CLEARING AND SITE PREPARATION NECESSARY FOR PROPOSED IMPROVEMENTS ARE COMPLETED WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL REMOVE OR ABANDON ALL ITEMS INCIDENTAL TO THE ITEMS INDICATED. C. UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS HAVE BEEN LOCATED AS MARKED IN THE FIELD BY DIGLINE AND APPLICABLE UTILITY COMPANIES, AND BASED ON FACILITY MAPS PROVIDED BY THE OWNER. THE SURVEYOR HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. D. RETAIN AND PROTECT EXISTING IMPROVEMENTS OUTSIDE WORK LIMIT BOUNDARY UNLESS MARKED FOR DEMOLITION. RETAIN AND PROTECT EXISTING UTILITIES AND ASSOCIATED STRUCTURES UNLESS MARKED FOR DEMOLITION. E. PRESERVE AND PROTECT ALL SURVEYING MONUMENTS AND PROPERTY CORNERS. COORDINATE WITH PROJECT SURVEYOR TO TIE AND REPLACE ALL MONUMENTS WHICH MUST BE OBLITERATED. F. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY WITH THE AGENCY HAVING JURISDICTION. MINIMIZE ANY TRAFFIC DISTURBANCES. G. CONTRACTOR SHALL COMPLY WITH ADA ACCESSIBLE GUIDELINES, WITHIN THE PUBLIC RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE PROJECT AS REQUIRED BY THE CITY OF MERIDIAN. APPROXIMATE LINE OF DEMOLITION LIMITS. Demolition Legend: Keynotes: 1. RETAIN AND PROTECT EXISTING CONCRETE CURB AND GUTTER. 2. REMOVE AND SALVAGE EXISTING SIGNAL POLE AND RELATED APPURTENANCES TO ACHD, SEE SHEET C8.00 FOR MORE INFORMATION. 3. RETAIN AND PROTECT EXISTING UTILITY STRUCTURE. 4. RETAIN AND PROTECT EXISTING ASPHALT PAVEMENT. 5. RETAIN ADN PROTECT EXISTING SIGN. 6. REMOVE & DISPOSE EXISTING CONCRETE CURB AND GUTTER. 7. REMOVE & DISPOSE EXISTING CONCRETE VALLEY GUTTER. 8. RETAIN AND PROTECT EXISTING CONCRETE SIDEWALK/FLATWORK. 9. REMOVE & DISPOSE EXISTING 15" CMP GRAVITY IRRIGATION PIPE. 10. RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION BOX. 11. REMOVE AND DISPOSE EXISTING UTILITY STRUCTURE. CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. # SAWCUT EXISTING ASPHALT CONCRETE AND REMOVE. SAWCUT EXISTING CONCRETE SIDEWALK/FLATWORK AT NEAREST JOINT AND REMOVE. TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP Sheet Notes: A. IN THE EVENT OF A DISCREPANCY, NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. B. THE CONTRACTOR SHALL ENSURE THAT ALL DEMOLITION, REMOVAL, ABANDONMENT, ABATEMENT AND CLEARING AND SITE PREPARATION NECESSARY FOR PROPOSED IMPROVEMENTS ARE COMPLETED WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL REMOVE OR ABANDON ALL ITEMS INCIDENTAL TO THE ITEMS INDICATED. C. UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS HAVE BEEN LOCATED AS MARKED IN THE FIELD BY DIGLINE AND APPLICABLE UTILITY COMPANIES, AND BASED ON FACILITY MAPS PROVIDED BY THE OWNER. THE SURVEYOR HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. D. RETAIN AND PROTECT EXISTING IMPROVEMENTS OUTSIDE WORK LIMIT BOUNDARY UNLESS MARKED FOR DEMOLITION. RETAIN AND PROTECT EXISTING UTILITIES AND ASSOCIATED STRUCTURES UNLESS MARKED FOR DEMOLITION. E. PRESERVE AND PROTECT ALL SURVEYING MONUMENTS AND PROPERTY CORNERS. COORDINATE WITH PROJECT SURVEYOR TO TIE AND REPLACE ALL MONUMENTS WHICH MUST BE OBLITERATED. F. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY WITH THE AGENCY HAVING JURISDICTION. MINIMIZE ANY TRAFFIC DISTURBANCES. G. CONTRACTOR SHALL COMPLY WITH ADA ACCESSIBLE GUIDELINES, WITHIN THE PUBLIC RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE PROJECT AS REQUIRED BY THE CITY OF MERIDIAN. APPROXIMATE LINE OF DEMOLITION LIMITS. Demolition Legend: Keynotes: 1. RETAIN AND PROTECT EXISTING CONCRETE CURB AND GUTTER. 2. REMOVE AND SALVAGE EXISTING SIGNAL POLE AND RELATED APPURTENANCES TO ACHD, SEE SHEET C8.00 FOR MORE INFORMATION. 3. RETAIN AND PROTECT EXISTING UTILITY STRUCTURE. 4. RETAIN AND PROTECT EXISTING ASPHALT PAVEMENT. 5. RETAIN ADN PROTECT EXISTING SIGN. 6. REMOVE & DISPOSE EXISTING CONCRETE CURB AND GUTTER. 7. REMOVE & DISPOSE EXISTING CONCRETE VALLEY GUTTER. 8. RETAIN AND PROTECT EXISTING CONCRETE SIDEWALK/FLATWORK. 9. REMOVE & DISPOSE EXISTING 15" CMP GRAVITY IRRIGATION PIPE. 10. RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION BOX. 11. REMOVE AND DISPOSE EXISTING UTILITY STRUCTURE. CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. # SAWCUT EXISTING ASPHALT CONCRETE AND REMOVE. SAWCUT EXISTING CONCRETE SIDEWALK/FLATWORK AT NEAREST JOINT AND REMOVE. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP T T T T T T T T T T T T T T T T T T T T T T T T T T T G G G G G G G G G G G T T T T SD R/W R/W R/W R/W R/W SS SS SS SS W SS W EG X X X X X X X X X X X X X X X X X X X X X X EG EG EG EG EG EG EG EG EG TOP TOP TOP TOP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T G G G G G G G G G G G G G G G G G G G G G G G T T T T T SS SS SS SS SS SS SS W W W W EP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T SD SD SD R/W R/W R/W R/W 1 5039 2653.61 SGN T 15040 2653.72 TRI EP SS SS SS W W W EG EG X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EG EG EG EG EG EG EG EG EG 2650 N00°24'05"E 1134.59' PLANTED FIELD BUILDING B BUILDING A W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W R/W R/W R/W R/W EP EP W W W W W W W W W W W W W W W W W W W W W W W W W W W LEASING EV VAN W W W W W W W SS SS SS SS SS SS SS SS SS SS SAN SAN SAN SAN VAN 6''SS FS FS MTR MTR 4''SS FS FS MTR CO CO CO CO CO FS MTR R/W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 10092 2652.71 PIP 15 CMP E IE 10093 2654.29 PIP 15 CMP W TOP 10253 2652.18 PIP 12 IP N IE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP FL FL FL FL FL FL 115 2654.55 F12I 7881 116 2654.34 F12I NC 121 2653.08 F12I NC BENT 2654 2653 2654 S00°08'32"E 980.83' 15"CMP IE:2652.7 15"CMP IE:2652.8 BUILDING F FITNESS SKI/BIKE/ DOG W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GIRR 2650 2651 2652 2651 2652 BUILDING D BUILDING C W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR EV SAN SAN MTR FS FS FS 6''SS MTR FS 6''SS 6''SS CO CO CO 10157 2651.66 PIP 12 CMP N IE 10158 2651.29 PIP 12 CMP S IE 10253 2652.18 PIP 12 IP N IE TOP TOP FL FL 2652 2653 2654 2653 2653 2652 2652 2653 2653 2653 UNDEVELOPED GROUND GRAVEL FIELD ROAD BUILDING F W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W BUILDING E MAINTENANCE W W W W W W W W W W W GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR G IRR GIRR GIRR 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C1.57 SWPPP Details APPROVED FOR CONSTRUCTION I D AHO PROFILE PLAN VIEW CONSTRUCTION SPECIFICATIONS 1. STONE SIZE-USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT FOR TOP LAYER, 2"-8" DIAMETER FOR BASE LAYER. 2. LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3. THICKNESS-NOT LESS THAN 6 INCHES. 4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. 6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 10' MINIMUM 50' MINIMUM 830.17 5026 fdlea d C L DESK WORK BE NCH COMPRESS OR SHELVES CABI NETRY CABINETR Y CABINETRY CAB INETRY CABINETRY C/ H WATER SUP PLY DRY VE NT? (REPAI RS) WALL M OUNTED HEATE R? E A S T O V E R L A N D R D . S O U T H W E L L S A V E . I - 8 4 E A S T O V E R L A N D T EP S S W WV WV WV SAN WV BUILDING J BUILDING K R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EP EP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W VAN SAN SAN SAN 6''SS 6''SS 6''SS SAN CO CO CO CO R/W SAN R/W R/W MATCH LINE - AREA 3 MATCH LINE - AREA 1 MATCH LINE - AREA 2 MATCH LINE - AREA 1 MATCH LINE - AREA 2 MATCH LINE - AREA 1 EP 20' TYP. 26' TYP. 20' TYP. 9' 9' 5' 72' - 8 STALLS @ 9' EA. 72' - 8 STALLS @ 9' EA. 72' - 8 STALLS @ 9' EA. 72' - 8 STALLS @ 9' EA. 10' 72' - 8 STALLS @ 9' EA. 10' 72' - 8 STALLS @ 9' EA. 830.17 5026 fdlead C L O V E R L A N D R D . SD SD R/W R/W D D D T X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S WV WV W WV BUILDING G BUILDING H W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EV VAN VAN SAN SAN VAN 6''SS 4''SS 4''SS 6''SS 6''SS SAN CO CO S O U T H W E L L S A V E . BUILDING B BUILDING A SAN SAN SAN SAN VAN 6''SS CO CO CO EP EP R/W R/W R/W R/W MATCH LINE - AREA 3 MATCH LINE - AREA 1 MATCH LINE - AREA 4 MATCH LINE - AREA 3 MATCH LINE - AREA 5 MATCH LINE - AREA 3 9' 9' 22.51' 5' 5' R28' R28' 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 9' 72' - 8 STALLS @ 9' EA. 63' - 7 STALLS @ 9' EA. 9' 72' - 8 STALLS @ 9' EA. 9' 9' 63' - 7 STALLS @ 9' EA. 5' 9' 26' TYP. 81' - 9 STALLS @ 9' EA. 26' TYP. 81' - 9 STALLS @ 9' EA. 80' - 8 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 10' 90' - 9 STALLS @ 10' EA. 30' - 3 STALLS @ 10' EA. 10' 80' - 8 STALLS @ 10' EA. 60' - 6 STALLS @ 10' EA. 10' 20' TYP. 26' TYP. 20' TYP. 20' TYP. 26' TYP. 20' TYP. 20' TYP. 26' TYP. 20' TYP. 10' 10' 10' 80' - 8 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 10' 10' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP FL FL FL FL FL FL BUILDING F FITNESS SKI/BIKE/ DOG POOL SPA CLUBHOUSE LEASING GIRR GI GIRR GIRR GIRR GIRR EV VAN VAN GMTR SAN SAN SAN SAN 6''SS 4''SS ~ 4''SS CO CO CO CO CO CO CO CO ~ MATCH LINE - AREA 4 I - 8 4 HG GIRR IRR BUILDING D BUILDING C GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR EV SAN SAN 6''SS 6''SS 6''SS CO CO CO GIRR GIRR MATCH LINE - AREA 6 MATCH LINE - AREA 5 MATCH LINE - AREA 5 MATCH LINE - AREA 3 EP EP EP GIRR GIRR 9' 9' 22.51' 5' 81' - 9 STALLS @ 9' EA. 9' 90' - 10 STALLS @ 9' EA. 81' - 9 STALLS @ 9' EA. 9' 108' - 12 STALLS @ 9' EA. 5' R28' R28' 9' 10' 27' - 3 STALLS @ 9' EA. 20' TYP. 20' TYP. 20' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 26' TYP. 26' TYP. 30' - 3 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 10' 60' - 6 STALLS @ 10' EA. 10' 10' DESK WORK BENCH COMPRESSOR SHELVES C ABINETRY CABINETRY CABINETRY CABINETRY CABINETRY C/H WATER SUP PLY DRY VENT? (REPAIRS) WALL MOUNTE D HEATER? I - 8 4 R A M P TOP TOP FL FL BUILDING F BUILDING E MAINTENANCE GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR EV SAN SAN 6''SS 6''SS 6''SS 6''SS 6''SS 6''SS 6''SS CO CO CO CO CO GIRR MATCH LINE - AREA 6 MATCH LINE - AREA 5 MATCH LINE - AREA 6 MATCH LINE - AREA 4 GIRR GIRR G G G G G G G G G G G G G G G G G G G G T SS SS SS SS SS SS SS SS W W W W EP EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E 830.17 50 26 fdlead C L R/W D D D T SS SS SS W W W EG EG X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W BUILDING B BUILDING A SAN SAN SAN SAN VAN MTR MTR MTR CO CO MTR R/W SD MW MW MW EP EP R/W R/W R/W R/W MATCH LINE - AREA 3 MATCH LINE - AREA 1 MATCH LINE - AREA 4 MATCH LINE - AREA 3 MATCH LINE - AREA 5 MATCH LINE - AREA 3 MTR CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO 3.1 2 10 12 10 11 3.1 3.2 1 3.1 2 3.1 3.1 3.1 3.1 1 3.2 3.1 3.1 1 11 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP FL FL FL FL FL FL BUILDING F FITNESS SKI/BIKE/ DOG POOL SPA CLUBHOUSE LEASING GIRR GIRR GIRR EV VAN VAN GMTR SAN SAN SAN SAN MTR MTR MTR CO CO CO CO CO CO CO CO MTR SD MW MW HG GIRR IRR BUILDING D BUILDING C GIRR EV SAN SAN MTR MTR CO CO GIRR SD MW MW MW MATCH LINE - AREA 6 MATCH LINE - AREA 5 MATCH LINE - AREA 5 MATCH LINE - AREA 3 EP EP EP MTR CO CO CO CO CO CO CO CO CO CO CO GIRR 2 3.1 2 12 10 11 11 2 3.1 3.1 11 3.1 1 3.2 3.1 3.1 1 3.1 11 11 13 13 13 13 DESK WORK BENCH COMPRESSOR SHELVES CA BINETRY CABINETRY CABINETRY CABINETRY CABINETRY C/H WATER SUPPLY DRY VENT? (REPAIRS) WALL M OUNTED HEATER? TOP TOP FL FL BUILDING F BUILDING E MAINTENANCE GIRR GIRR GIRR GIRR EV SAN SAN MTR MTR MTR CO CO CO CO CO CO GIRR SD SD MW MW MATCH LINE - AREA 6 MATCH LINE - AREA 5 MATCH LINE - AREA 6 MATCH LINE - AREA 4 CO CO CO CO CO CO CO GIRR 2 3.1 3.1 2 2 12 12 10 11 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C2.50 Site Details 12" 4" 3" ASPHALT PAVING TOP COURSE 3/4" MINUS GRAVEL TYPE B BASE COURSE STRUCTURAL TYPE A FILL COURSE. COMPACT TO 95% DRY DENSITY PER ASTM D698. COMPACTED SUBGRADE TO 95% STANDARD PROCTOR. 1 Heavy Duty Asphalt Section Scale: NTS 10" 4" 2 -1/2" ASPHALT PAVING TOP COURSE 3/4" MINUS GRAVEL TYPE B BASE COURSE STRUCTURAL TYPE A FILL COURSE. COMPACT TO 95% DRY DENSITY PER ASTM D698. COMPACTED SUBGRADE TO 95% STANDARD PROCTOR. 2 Light Duty Asphalt Section Scale: NTS NOTE: 1. JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH OF WALK, AS SHOWN ON DRAWINGS. BUILDING LINE, COLUMNS, CURBS, CONC. FOOTING, ETC. SEALANT-POLYURETHANE SEALANT FS-TT-S-00227, TYPE II, NON-SAG AND TYPE I-SELF LEVELING, CLASS A EXPANSION JOINT LIGHT BROOM FINISH TOOLED SCORE JOINT 1/2" RADIUS 4" DEPTH CONCRETE 4" DEPTH, TYPE 'B' BASE PER SPECIFICATIOIN 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C2.51 Site Details APPROVED FOR CONSTRUCTION I D AHO SOIL SUBGRADE UNDISTURBED OR COMPACT FILL TO 95% #4 REBAR AT 18" O.C. BOTH DIRECTIONS. 2'-0" 2'-6" 1 '-6" 1'-0" CONCRETE FLATWORK PER DETAIL 3/C2.50. SEALED ISOLATION JOINT WHERE FLATWORK MEETS VERTICAL STRUCTURE. 1 Concrete Seat Wall Scale: 1"=1' WIDTH PER PLAN WIDTH PER PLAN 2' ACCESSIBLE PARKING SIGN, INSTALL PER DETAIL 3/C2.51 LOCATE ALIGNED WITH CENTER OF STALL AND AT HEAD OF STALL WHERE NO SIDEWALK EXISTS, OR ON OPPOSITE SIDE OF SIDEWALK WHERE SIDEWALK OCCURS. VAN ACCESSIBLE PARKING STALL AND AISLE, TYP. INTERNATIONAL SYMBOL OF ACCESS PAINTED ON PAVING, SYMBOL AND BORDER SHALL BE WHITE, INSIDE BORDER SHALL BE BLUE, AND AISLES SHALL BE WHITE 4-INCH WIDE STALL STRIPING, TYPICAL 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN: 120124 C3.00 General Notes City of Meridian - Standard Notes: ACHD Standard Notes: GENERAL CONSTRUCTION NOTES: 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED “APPROVED FOR CONSTRUCTION” BY CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. ROADWAY: T EP EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG E E E E E E E E E R/W R/W 76.43' S S W WV WV WV SAN WV BUILDING J BUILDING K SD SD SD R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EP EP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W VAN SAN SAN SAN MTR MTR SAN MTR CO CO CO CO R/W SAN SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 830.17 5026 fdlead C L SD SD R/W R/W D D D T EG EG X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG E E 45'ROW S WV WV W WV R/W R/W 70' BUILDING G BUILDING H W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EV VAN BUILDING B BUILDING A SD SD SD SAN SAN SAN SAN VAN MTR MTR MTR CO CO CO MTR SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP FL FL FL FL FL FL BUILDING F FITNESS SKI/BIKE/ DOG POOL SPA CLUBHOUSE LEASING GIRR GIRR GIRR EV VAN VAN GMTR SAN SAN SAN SAN MTR MTR MTR CO CO CO CO CO CO CO CO MTR SD SD SD SD SD SD SD SD SD SD SD SD SD HG GIRR IRR BUILDING D BUILDING C GIRR EV SAN SAN MTR MTR CO CO CO GIRR SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD DESK WORK BENCH COMPRESSOR SHELVES CA BINETRY CABINETRY CABINETRY CABINETRY CABINETRY C/H WATER SU PPLY DRY VENT? (REPAIRS) WALL MOUNTED HEATER? TOP TOP FL FL BUILDING F BUILDING E MAINTENANCE GIRR GIRR GIRR GIRR EV SAN SAN MTR MTR MTR CO CO CO CO CO GIRR SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD EP EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP SA N S S W W W W W W W SS SS R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W SAN SD SD SD SD SD SD SD SD SD SD SD SD SD EG EG OHP OHP OHP OHP OHP OHP OHP OHP OHP SAN S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EP EP W W W W W W W W W W W W W W W W W W W W W W W W W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W W W W W W W W SAN SAN FS R/W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD M W SD SD W MW EP EP R/W E A S T O V E R L A N D T EP EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG E E E E E E E E E R/W R/W 76.43' S S W WV WV WV SAN WV BUILDING J BUILDING K W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SS SS SS W 830.17 5026 fdlead C L O V E R L A N D R D . SD SD R/W R/W D D D T EG EG X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG E E 45'ROW S S O U T H W E L L S A V E . BUILDING B BUILDING A W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SAN SAN SAN SAN VAN 6''SS FS FS MTR MTR FS FS MTR CO CO CO FS MTR SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP FL FL FL FL FL FL BUILDING F FITNESS SKI/BIKE/ DOG W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W POOL SPA CLUBHOUSE LEASING GIRR GIRR GIRR EV VAN VAN GMTR SS SS SS SS SS SS SS SS SS SAN SAN SAN SAN 6''SS FS FS MTR 4''SS ~ 4''SS MTR MTR CO I - 8 4 HG GIRR IRR BUILDING D BUILDING C W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W GIRR EV SAN SAN MTR FS FS FS 6''SS MTR FS 6''SS 6''SS CO CO CO GIRR SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD DESK WORK BENCH COMPRESSOR SHEL VES CABINETRY CABINETRY CA BINETRY CABINETRY CABINETRY C/H WATER SU PPLY DRY VENT? (REPAIRS) WALL MO UNTED HEATER? I - 8 4 R A M P TOP TOP FL FL BUILDING F W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W BUILDING E MAINTENANCE W W W W W W W W W W W GIRR GIRR GIRR GIRR EV SAN SAN MTR MTR FS FS FS MTR FS FS FS 6''SS 5 Concrete Collar Detail SCALE: NTS LID PER PLANS. 8" T S A L P O L Y N D U C T I L E I R O N LID PER PLANS. TWO (2) #4 REBAR HOOPS. SEE NOTE 2. NOTES: 1. TOP OF CONCRETE COLLAR TO BE FLUSH WITH COVER. 2. FIBRILLATED POLYPROPYLENE FIBER (ADDED PER MANUFACTURERS RECOMMENDATIONS) MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE COLLARS. 3. ALL CONCRETE TO BE 4000 PSI (MIN). 4. FILTER FABRIC AND ALL SEDIMENT TO BE REMOVED AFTER ALL CONSTRUCTION IS COMPLETE. 5. FOR ALL RIMS IN CONCRETE FLATWORK REFER TO DETAIL X/C2.XX. 9" 9" 4.5" 2" MINIMUM OF FIVE (5) OR 20" MAX O.C. SPACING (WHICHEVER IS GREATER) #4 REBAR VERTICALS. SEE NOTE 2. TWO (2) #4 REBAR HOOPS. SEE NOTE 2. MINIMUM OF FIVE (5) OR 20" MAX O.C. SPACING (WHICHEVER IS GREATER) #4 REBAR VERTICALS. SEE NOTE 2. 20" (MAX) VARIES (1 ' BELOW BOTTOM OF SEEPAGE BED) WELL CAP WELL CAP 3/4"-MINUS, 1.5"-2" DRAIN ROCK, OR ASTM C-33 FILTER SAND C L DESK WORK BENCH COM PRESSOR SHELV ES CABINETRY CABINE TRY CABINETRY CABINETR Y CABINETRY C/H WAT ER SUPPLY DRY VEN T? (REPAIRS) WALL M OUNTED HEATER? UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T G G G G G G G G G G G G G T T T T UGP UGP UGP UGP UGP UGP UGP T T T T T T T T T T T T T T T T T T T T T G G G G G G G G G G G G G G G G G T T T T T T UGP T T T ACHD ROW PARCEL BOUNDARY EXCEPTION 12 T SS SS SS SS SS SS W W W EG EG EG EG SS SS SS SS SS SS SS SS SS SS OHP OHP OHP OHP OHP OHP OHP OHP O W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X 2651 2652 2653 15"CMP IE:2652.7 15"CMP IE:2652.8 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SS SS SS SS SS SS SS SS SS SS SS W R/W R/W R/W EP W W W W W W W W W W W W W R/W R/W R/W R/W G MTR W W W W SS SS SS 2651 2652 2650 2651 2652 APPROX. LOCATION OF SEWER ST W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W GIRR SS SS SS SS SS SS SS SS SS SS SS SS S AN SAN SAN SAN MTR FS MTR FS MTR FS FS MTR MTR FS FS SAN 10 HG TOP TOP TOP TOP FL FL IRR 10' ITD IRRIGATION EASEMENT EXCEPTION 14 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR 1 Irrigation Inlet Structure | GIRR Inlet Box-1 Scale: 1"=2' Plan View Section A-A Headwall Footing GENERAL NOTES: 1. STRUCTURES SHALL BE CAST IN-PLACE. ALL PIPE PENETRATIONS SHALL BE FLUSH WITH THE WALL OF THE CONCRETE STRUCTURE. 2. PROVIDE A MINIMUM OF 2" OF COVER OVER REBAR (3" IF POURED AGAINST BARE EARTH). 3. ALL CONCRETE TO BE MIN. CLASS 4000 PER ISPWC DIVISION 700. 4. CONSTRUCT 3/4" CHAMFER ON ALL EXPOSED VERTICAL EDGES, MIN. 1/4" RADIUS TOOL ON ALL EXPOSED HORIZONTAL EDGES. 5. POINT AND PATCH ALL EXPOSED SNAP-TIE HOLES OR OTHER HOLES/CAVITIES TO PROVIDE DURABLE SURFACE WHERE IT IS EXPECTED TO BE EXPOSED TO VIEW OR WEATHER. 6. MIN. WALL THICKNESS IS 8". PROVIDE #4 REBAR ON 8" CENTERS EACH WAY, UNLESS SHOWN OTHERWISE. 7. WATERSTOP SHALL BE INSTALLED AT ALL COLD JOINTS. WATERSTOP IN FLOOR/WALL COLD JOINTS SHALL BE 6-INCH WIDE RIBBED CENTERBULB PVC WATERSTOP OR A HYDROPHILIC STRIP BENTONITE BASED WATERSTOP CETCO RX102 FOR WALLS UP TO 6-INCH THICK AND CETCO RX 101 FOR WALLS 8-INCHES AND LARGER. RUBBER PIPE GASKETS SHALL BE PLACED AROUND ALL PIPE PENETRATIONS PRIOR TO CONCRETE PLACEMENT. 8. STRUCTURE BACKFILL SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR AS DETERMINED BY ASHTO T99 METHOD A. COMPACTION EFFORT SHALL MEET THE REQUIREMENTS OF ISPWC DIVISION 200 SECTION 202 CLASS A COMPACTION. STRUCTURAL LID NOTE: 1. LIDS AND ACCESSORIES SHALL BE IN COMPLIANCE WITH ISPWC SD-619. 2. LIDS TO BE CONSTRUCTED WITH 5# EXPANDED METAL. IF MULTIPLE SHEETS ARE USED, SEEMS SHALL FALL AT INTERNAL SUPPORTS AND HAVE 2"x1/8" FLAT STEEL AT EDGES. 3. EXTERIOR FRAME TO BE 2"x1/8" FLAT STEEL. 4. INTERNAL SUPPORTS TO BE L5"x3"x3/8" STEEL. SUPPORTS SHALL BE PROVIDED AT ALL LOCATIONS AS SHOWN. Lid Detail Internal Support Connection Wall Connection Detail (NOT TO SCALE) (NOT TO SCALE) A A STEEL REINFORCEMENT. SEE DETAIL NOTES. 2'-3 1 2 " 5' 3' 6" 1'-3" 6" 1'-3" 3' 2'-3 1 2 " 6' 2'-1" 6" EXPANDED METAL LID PER DETAIL FLOW 1' 5' GENERAL NOTES: 1. PROVIDE A MINIMUM OF 2-IN OF COVER OVER REBAR (3-IN IF POURED AGAINST BARE EARTH). 2. ALL CONCRETE TO BE MIN. CLASS 4000 PER ISPWC SECTION 703. 3. CONSTRUCT 1/2-IN CHAMFER ON ALL EXPOSED VERTICAL EDGES, MIN. 1/4-IN RADIUS TOOL ON ALL EXPOSED HORIZONTAL EDGES. 4. PATCH ALL EXPOSED SNAP-TIE HOLES OR OTHER CAVITIES TO PROVIDE DURABLE SURFACE WHERE IT IS EXPECTED TO BE EXPOSED TO VIEW OR WEATHER. 5. MIN. WALL THICKNESS IS 6-IN. PROVIDE NO. 4 REBAR ON 8-IN CENTERS EACH WAY, UNLESS SHOWN OTHERWISE. ALTERNATE STRUCTURAL DESIGNS MUST BE APPROVED PRIOR TO CONSTRUCTION. 10-IN DIA. PVC PIPE. COORDINATE WITH DRAWING C7.00 FOR PIPE LENGTH. 0'-6" 0'-6" 3'-0" 0'-6" 1 Intake Box & Wet Well | GIRR MH 01 & MH 02 Scale: 1"=2' 1'-0" 0'-6" 2' MIN. 0'-6" MIN. SUBMERGENCE 1' 1'-0" MIN. FREEBOARD TO RIM 1 '-0" 1'-0" 9' 8'-0" BOTTOM OF SUMP: 2644.50 (MIN.) IE: 2648.06 CLEMONS CW100, 18M SCREEN INTAKE. RUN FILTER FLUSH LINE AS NEEDED TO PROVIDE REQUIRED GPM. IE: 2648.06 1/2" STAINLESS STEEL PIPE INTAKE SCREEN SUPPLY LINE. SECURE TO VAULT WALL. INSTALL KOR-N-SEAL BOOT AT PIPE PENETRATION TO ENSURE WATER TIGHT CONNECTIONS. IE: 2648.06 INSTALL KOR-N-SEAL BOOT AT PIPE PENETRATION TO ENSURE WATER TIGHT CONNECTIONS. INSTALL KOR-N-SEAL BOOT AT PIPE PENETRATION TO ENSURE WATER TIGHT CONNECTIONS. 12-IN DEPTH TYPE I CRUSHED AGGREGATE BASE COURSE PER ISPWC SECTION 802. 12-IN DEPTH TYPE I CRUSHED AGGREGATE BASE COURSE PER ISPWC SECTION 802. 5' SQUARE (OUTSIDE UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T UGP UGP UGP G G G G G G G G G G UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T UGP UGP UGP G G G G G G G G G G G G G G G G G G G G T T G G G G G G G G G G G G EP EG EG EG EG EG EG EG EG EG EG EG EG OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP SAN S S W W W SS SS R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W SAN SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW CO 130+00 131+00 132+00 133+00 134+00 135+00 136+00 POLE B (EXISTING) STA: 132+71.91, OFF: 49.37'R POLE A (EXISTING) STA: 133+68.25, OFF: 48.41'R POLE D (PROPOSED) STA: 133+49.06, OFF: 64.34'L POLE C (EXISTING) STA: 132+71.34, OFF: 47.93'L EG EG OHP OHP OHP OHP OHP OHP OHP OHP OHP S S R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EP EP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD M W SD SD MW EP EP R/W R/W R/W R/W EP CO 134+00 133+00 POLE B (EXISTING) STA: 132+71.91, OFF: 49.37'R POLE D (PROPOSED) STA: 133+49.06, OFF: 64.34'L POLE C (EXISTING) STA: 132+71.34, OFF: 47.93'L STA: 1+78.11, OFF: 27.47'L 1+00 2+00 3+00 4+00 5+00 6+00 7+00 STA: 2+00.04, OFF: 6.00'R STA: 1+92.04, OFF: 30.00'L STA: 1+80.58, OFF: 20.46'R STA: 3+02.04, OFF: 6.00'L STA: 3+02.04, OFF: 18.00'L STA: 4+02.04, OFF: 5.83'L STA: 4+02.04, OFF: 5.83'R STA: 5+19.34, OFF: 5.83'L STA: 5+19.34, OFF: 5.83'R 101' STORAGE 100' 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C8.04 ACHD Roadway - Signal Materials APPROVED FOR CONSTRUCTION I D AHO Sheet Notes: 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR CONSTRUCTION DETAILS AND INSTALLATION REQUIREMENTS. 3. THE LOCATIONS OF SIGNAL POLES, JUNCTION BOXES AND PEDESTRIAN POLES SHALL BE STAKED IN THE FIELD FOR APPROVAL BY ACHD PRIOR TO INSTALLATION. REQUEST ACHD APPROVAL AT LEAST TWO (2) WORKING DAYS PRIOR TO INSTALLATION. 4. CONDUIT LAYOUT SHOWN IS SCHEMATIC. THE CONTRACTOR SHALL MAINTAIN APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. 5. GROUND THE SIGNAL AND ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF THE N.E.C. AND THE ACHD TRAFFIC SUPPLEMENTAL PROVISIONS. 6. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, CONDUITS, CABLES, ETC. SHOWN ON THE TRAFFIC SIGNAL PLANS ARE APPROXIMATE ONLY. IT IS NOT THE INTENT OF THESE PLANS SHOWN THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES WITH THE RESPECTIVE OWNERS. EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 7. ALL VIDEO DETECTION ZONES WILL BE SET BY ACHD STAFF. CONTRACTOR SHALL CONTACT ACHD TRAFFIC DEPARTMENT AT LEAST TWO (2) WORKING DAYS PRIOR TO VIDEO DETECTION PROGRAMMING. 8. NEW SIGNAL AND SERVICE CABINETS AND ALL ASSOCIATED EQUIPMENT TO BE SUPPLIED BY ACHD AT CONTRACTOR/DEVELOPER EXPENSE. CONTRACTOR SHALL CONTACT ACHD TRAFFIC DEPARTMENT TO COORDINATE THE SALVAGING, DISPOSAL, AND/OR TRANSFER OF ANY SIGNAL OR INTERCONNECT EQUIPMENT. 9. TOP OF FOUNDATION ELEVATIONS FOR ALL POLES SHALL BE FIELD VERIFIED BY THE CONTRACTOR BASED ON THE CONSTRUCTED FINISHED GROUND ELEVATIONS. 10. CONTRACTOR SHALL COORDINATE WITH IDAHO POWER AND SITE ELECTRICAL PLANS FOR SIGNAL POWER. POLE POLE TYPE SIGNAL MAST ARM LUMINAIRE SIGNAL MOUNT LOCATION SIGNAL MOUNTING BRACKETS MAST ARM SIGNS PED BUTTON FOUNDATION (SIGNAL HEAD NO.) QUAD SEE TS-1110 A *COMBINATION SIGNAL POLE & LUMINAIRE POLE POLE HEIGHT = 35-FT 50-FT (NORTH) *15-FT MAST ARM 138W LED 6.6-FT FROM END (12) 18.2-FT FROM END (61) 28.9-FT FROM END (62) POLE MOUNTED (63) POLE MOUNTED (61P) POLE MOUNTED (82P) ASTRO BRACKET ASTRO BRACKET ASTRO BRACKET POLE BRACKET POLE BRACKET POLE BRACKET SNS EXISTING B *COMBINATION SIGNAL POLE & LUMINAIRE POLE POLE HEIGHT = 35-FT 45-FT (EAST) *15-FT MAST ARM 138W LED 11.4-FT FROM END (71) 23.4-FT FROM END (41) POLE MOUNTED (42) POLE MOUNTED (51) POLE MOUNTED (41P) POLE MOUNTED (62P) ASTRO BRACKET ASTRO BRACKET POLE BRACKET POLE BRACKET POLE BRACKET POLE BRACKET R3-5R SNS EXISTING C *COMBINATION SIGNAL POLE & LUMINAIRE POLE POLE HEIGHT = 35-FT 50-FT (SOUTH) *15-FT MAST ARM 138W LED 7.1-FT FROM END (52) 19.4-FT FROM END (21) 30.5-FT FROM END (22) POLE MOUNTED (23) POLE MOUNTED (42P) ASTRO BRACKET ASTRO BRACKET ASTRO BRACKET POLE BRACKET POLE BRACKET R3-5R SNS EXISTING D *COMBINATION SIGNAL POLE & LUMINAIRE POLE POLE HEIGHT = 35-FT 35-FT (WEST) *15-FT MAST ARM 138W LED 7.4-FT FROM END (31) 18.9-FT FROM END (81) POLE MOUNTED (11) POLE MOUNTED (82) POLE MOUNTED (22P) ASTRO BRACKET ASTRO BRACKET POLE BRACKET POLE BRACKET POLE BRACKET R3-5R SNS F E PED SIGNAL POLE POLE HEIGHT = 12-FT N/A A F PED PUSH BUTTON POLE POLE HEIGHT = 4-FT N/A E G PED PUSH BUTTON POLE POLE HEIGHT = 4-FT N/A E H PED PUSH BUTTON POLE POLE HEIGHT = 4-FT N/A E I PED PUSH BUTTON POLE POLE HEIGHT = 4-FT N/A E J PED SIGNAL POLE POLE HEIGHT = 12-FT N/A A ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ *REMOVE AND SALVAGE EXISTING POLE, MAST ARM & LUMINAIRE TO ACHD. Signal Materials: 10/14/2021 12/09/21 FP-2021-0057 POLE A (EXISTING) STA: 133+68.25, OFF: 48.41 'R 15 15 12 20 20 19 7 19 STA: 1+25, OFF: 0.00' STA: 133+16.11, OFF: 0.05'L 11.12'8' 12' R2-1 24"x30" R-1-1 30"x30" (FUTURE, N.I.C.) W14-2 36"x36" STA: 2+12.27 OFF: 32.1'R STA: 3+52.09 OFF: 30.5'R STA: 5+52.71 OFF: 54.3'L R-1-1 30"x30" (FUTURE, N.I.C.) STA: 6+05.51 OFF: 45.7'R STA: 3+67.73 OFF: 30.5'R STA: 2+31.36 OFF: 31.3'R STA: 6+42.60 XXXXX OFF: 30.0'R 2 2 2 2 1 1 11.67' 10.12'12'5' 10.5' 10.67' STA: 5+14.85 OFF: 30.5'R STA: 5+14.85 OFF: 30.2'L STA: 3+67.73 OFF: 37.5'L STA: 2+31.36 OFF: 37.5'L STA: 6+42.60 OFF: 25.0'L XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX 18 18 R3-7R 30"x36" STA: 3+17.31 OFF: 37.5'L Sheet Notes 1. FOR ASPHALT PAVEMENT AREAS, ALL SYMBOLS, WORD MARKINGS, CROSSWALKS, AND STOP BARS SHALL BE THERMOPLASTIC, ITEM 1134.05.18. ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT, ITEM 1134.03.18. 2. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS. ITEM SP-11400. 3. SIGN FACES, POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS (ITEM 1135.01.01) WILL BE FURNISHED BY ACHD, PAID FOR BY CONTRACTOR. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER OR EDGE OF PAVEMENT. 5. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE ACHD WITH TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 6. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR ADDITIONAL SIGNING AND PAVEMENT MARKINGS DETAILS. Signage Keynotes: 1. INSTALL TYPE II TERMINUS BARRICADE PER ISPWC (ACHD SUPPLEMENT) STANDARD DRAWING SD-1132A. RAILS SHALL BE CONSTRUCTED OF THICKENED EDGE ALUMINUM AND INCLUDE REFLECTIVE DECAL STRIPING. 2. INSTALL TYPE III TERMINUS BARRICADE PER ISPWC (ACHD SUPPLEMENT) STANDARD DRAWING SD-1132B WITH SIGN STATING: "THIS ROADWAY TO BE EXTENDED IN THE FUTURE" RAILS SHALL BE CONSTRUCTED OF THICKENED EDGE ALUMINUM AND INCLUDE REFLECTIVE DECAL STRIPING. # Pavement Marking Legend REFER TO ACHD STANDARD TRAFFIC DETAIL TS-1112 FOR STRIPING DETAILS 24" STOP BAR CROSSWALK TURN ARROW BIKE LANE SYMBOL 7 15 17 19 18 4" DOUBLE YELLOW OBLITERATE EXISTING PAVEMENT MARKINGS 8" SOLID WHITE 4" SOLID WHITE 4" YELLOW CENTER LINE (12' LINE - 38' GAP) 2 16 4" SOLID YELLOW 4' (TYP.) 2' (TYP.) 12 9' (TYP.) 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C8.03 ACHD Roadway - Wells Ave. - Signage & APPROVED FOR Striping Plan CONSTRUCTION IDAHO Horizontal Scale: 0 20' 40' 1" = 20' ACHD Roadway-Wells Ave. - Signage & Striping Plan ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ Lighting Legend: TYPE 1 STREET LIGHT FIXTURE (N.I.C.) XXXXX CITY OF MERIDIAN LIGHT FIXTURE DESIGNATION 10/14/2021 12/09/21 FP-2021-0057 7 STA: 130+50.68, OFF: 6.67'L 19 STA: 132+49.20, OFF: 6.67'L STA: 133+83.07, OFF: 6.00'R 19 STA: 135+83.07, OFF: 6.00'R 7 STA: 134+83.07, OFF: 6.67'L 15 STA: 133+73.40, OFF: 6.33'L 19 STA: 133+73.40, OFF: 44.50'L 19 STA: 133+73.40, OFF: 29.00'L 15 STA: 134+73.28, OFF: 29.00'L 15 STA: 135+63.57, OFF: 29.00'L 12 STA: 134+73.28, OFF: 35.00'L 15 18 STA: 133+55.83, OFF: 42.00'L STA: 132+69.76, OFF: 30.00'R 18 STA: 133+65.83, OFF: 30.00'R STA: 132+71.28, OFF: 30.00'L 18 15 STA: 131+49.20, OFF: 6.00'R 19 STA: 132+57.20, OFF: 33.89'R 19 STA: 132+49.20, OFF: 6.00'R 19 STA: 132+57.20, OFF: 6.00'R STA: 133+83.07, OFF: 6.67'L 19 STA: 133+73.40, OFF: 35.00'L 15 18 99' STORAGE 91' TAPER 2.1 2.1 1 1 1 1 POLE E (PROPOSED) STA: 133+62.51, OFF: 54.7'L STA: 134+65.07 OFF: 54.8'L R3-7R 30"x30" R4-4 30"x30" STA: 135+84.08 OFF: 43.9'L 12.67' 11.38' 13' 11.33' 11' 6' 9.5' 12 STA: 130+49.20, OFF: 6.00'R 12 STA: 135+83.07, OFF: 6.67'L 100' GAP 100' GAP Sheet Notes 1. FOR ASPHALT PAVEMENT AREAS, ALL SYMBOLS, WORD MARKINGS, CROSSWALKS, AND STOP BARS SHALL BE THERMOPLASTIC, ITEM 1134.05.18. ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT, ITEM 1134.03.18. 2. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS. ITEM SP-11400. 3. SIGN FACES, POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS (ITEM 1135.01.01) WILL BE FURNISHED BY ACHD, PAID FOR BY CONTRACTOR. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER OR EDGE OF PAVEMENT. 5. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE ACHD WITH TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 6. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR ADDITIONAL SIGNING AND PAVEMENT MARKINGS DETAILS. Keynotes 1. MATCH EXISTING MARKINGS. 2. PRESERVE AND PROTECT 2.1. EXISTING UTILITY POLE AND RELATED UTILITIES. 3. OBLITERATE EXISTING PAVEMENT MARKINGS. Pavement Marking Legend REFER TO ACHD STANDARD TRAFFIC DETAIL TS-1112 FOR STRIPING DETAILS 24" STOP BAR CROSSWALK TURN ARROW BIKE LANE SYMBOL # 7 15 17 19 18 4" DOUBLE YELLOW OBLITERATE EXISTING PAVEMENT MARKINGS 8" SOLID WHITE 4" SOLID WHITE 4" YELLOW CENTER LINE (12' LINE - 38' GAP) 2 16 4" SOLID YELLOW 4' (TYP.) 2' (TYP.) 12 9' (TYP.) 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C8.02 ACHD Roadway - Overland Road - Signage & APPROVED FOR Striping Plan CONSTRUCTION IDAHO Horizontal Scale: 0 20' 40' 1" = 20' ACHD Roadway-Overland Road - Signage & Striping Plan ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ 10/14/2021 12/09/21 FP-2021-0057 G G G G G G G G G T T T T T T T T T T T T T T T T T T T UGP UGP UGP UGP T T T T T T T T T T SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W EG EG EG EG SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G E E E E E E R/W R/W R/W 76.43' R/W R/W R/W S WV WV SAN T E IV E E E E E T E E WV W W S S T R/W R/W R/W R/W SAN SD SD SD SD SD SD SD R/W 133+00 134+00 T T T T T T T T T T T T T T T T T T T UGP UGP UGP UGP UGP UGP G G G G G G G G G G G G G G G G G T T T T T I V E E E S S T G G G G G G G G G G R/W R/W R/W R/W UGP UGP UGP UGP UGP UGP UGP UGP T T T T T T T T T T OHP OHP OHP OHP OHP OHP G G G G G G G G G E E E T T T T T T G G G G G G G T T T T T G G G G G G G G T T T T E E T E E 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C8.01 ACHD Roadway - Conductor Plan APPROVED FOR CONSTRUCTION I D AHO Conduit & Conductor Schedule: NO. CONDUIT CONDUCTORS (EXISTING) CONDUCTORS (PROPOSED) COMMENTS 1 2-IN RPC (EXISTING) SPARE WITH PULL ROPE 1-3C (OPTICOM) 1-COAX/5C(VIDEO DETECTION) 1-12C, 1-#6 BARE (VEHICLE AND PEDS) - 2 2-IN RPC (EXISTING) SPARE WITH PULL ROPE 1-5C, 1 #6 BARE (PEDS) - 3 1.5-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 2) SPARE WITH PULL ROPE SPARE WITH PULL ROPE 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 2) SPARE WITH PULL ROPE SPARE WITH PULL ROPE EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN 5 1.5-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 1) SPARE WITH PULL ROPE 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 1) SPARE WITH PULL ROPE EXISTING TO REMAIN EXISTING TO REMAIN 6 1.5-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 1) SPARE WITH PULL ROPE SPARE WITH PULL ROPE 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 1) SPARE WITH PULL ROPE SPARE WITH PULL ROPE EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN 7 1.5-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 2) SPARE WITH PULL ROPE 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 2) SPARE WITH PULL ROPE EXISTING TO REMAIN EXISTING TO REMAIN 8 1.5-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 4-#8, 1-#6 BARE (LIGHTING CIRCUITS 1 AND 2) SPARE WITH PULL ROPE SPARE WITH PULL ROPE SPARE WITH PULL ROPE 4-#8, 1-#6 BARE (LIGHTING CIRCUITS 1 AND 2) SPARE WITH PULL ROPE SPARE WITH PULL ROPE SPARE WITH PULL ROPE EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN 9 1.5-IN RPC - 4-#8, 1-#6 BARE (LIGHTING CIRCUITS 1 AND 2) CONNECT TO EXISTING 12 2-IN RPC - 1-5C, 1 #6 BARE (PEDS) - 13 2-IN RPC - 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 2) - 14 2-IN RPC - 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 1) CONNECT TO EXISTING 15 2-IN RPC - 1-5C, 1 #6 BARE (PEDS) CONNECT TO EXISTING 16 2-IN RPC SPARE WITH PULL ROPE 1-3C (OPTICOM) 1-COAX/5C (VIDEO DETECTION) 1-12C, 1-#6 BARE (VEHICLE AND PEDS) - 21 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 6-2CS, 1-#10 THWN GREEN (DETECTION) SPARE WITH PULL ROPE SPARE WITH PULL ROPE 1-3C (OPTICOM) 1-COAX/5C (VIDEO DETECTION) 1-12C, 2 5C,1-#6 BARE (VEHICLE AND PEDS) - 22 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 6-2CS, 1-#10 THWN GREEN (DETECTION) SPARE WITH PULL ROPE SPARE WITH PULL ROPE 2-COAX/5C (VIDEO DETECTION) 1-12C, 1 5C, 1-#6 BARE (VEHICLE AND PEDS) 1-12C, 1 5C, 1-#6 BARE (VEHICLE AND PEDS) - 23 2-IN RPC - 1-COAX/5C(VIDEO DETECTION) 1-12C, 1-#6 BARE (VEHICLE AND PEDS) - 25 2-IN RPC (EXISTING) SPARE WITH PULL ROPE 1-12C, 1-#6 BARE (VEHICLE & PEDS) 1-COAX/5C (VIDEO DETECTION) 1-3C (OPTICOM) - 27 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) SPARE w/ PULL ROPE SPARE w/ PULL ROPE 1-COAX/5C (VIDEO DETECTION) 1-12C, 1-5C, 1-#6 BARE (VEHICLE AND PEDS) - 28 2-IN RPC - 1-COAX/5C (VIDEO DETECTION) 1-12C, 1-5C, 1-#6 BARE (VEHICLE AND PEDS) CONNECT TO EXISTING 29 2-IN RPC - 2-COAX/5C (VIDEO DETECTION) 1-12C, 1 5C, 1-#6 BARE (VEHICLE AND PEDS) 1-12C, 1 5C, 1-#6 BARE (VEHICLE AND PEDS) CONNECT TO EXISTING 30 2-IN RPC 3-#1/0 (SERVICE) - EXISTING TO REMAIN 4 Signal Pole A - Area Detail Scale: NTS Horizontal Scale: 0 10' 20' 1" = 10' ACHD Roadway-Conductor Plan 6 27 22 8 21 3 2 2 13 12 6 27 22 8 21 3 2 2 ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ POLE D 2312 12 12 12 12 5 1 12 POLE C POLE D 23 14 28 29 9 13 POLE A 28 14 12 12 9 22 8 1 7 Traffic Signal Legend: SIGNAL HEAD NUMBER PROJECT NOTE NUMBER CONDUIT RUN NUMBER SIGNAL CABINET SIZE 6 TS2-1 & SERVICE PEDESTAL JUNCTION BOX (TYPE S40/ADA) JUNCTION BOX (TYPE S45/ADA) SIGNAL HEAD WITH BACKPLATE EMERGENCY PREEMPT DETECTOR (2 CHANNELS ONLY PER DETECTOR) VIDEO DETECTION CAMERA MAST-ARM MOUNTED SIGN PEDESTRIAN SIGNAL HEAD JUNCTION BOX (TYPE S45/ADA WITH RISER) SPLICE VAULT X X X Sheet Notes: 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR CONSTRUCTION DETAILS AND INSTALLATION REQUIREMENTS. 3. THE LOCATIONS OF SIGNAL POLES, JUNCTION BOXES AND PEDESTRIAN POLES SHALL BE STAKED IN THE FIELD FOR APPROVAL BY ACHD PRIOR TO INSTALLATION. REQUEST ACHD APPROVAL AT LEAST TWO (2) WORKING DAYS PRIOR TO INSTALLATION. 4. CONDUIT LAYOUT SHOWN IS SCHEMATIC. THE CONTRACTOR SHALL MAINTAIN APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. 5. GROUND THE SIGNAL AND ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF THE N.E.C. AND THE ACHD TRAFFIC SUPPLEMENTAL PROVISIONS. 6. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, CONDUITS, CABLES, ETC. SHOWN ON THE TRAFFIC SIGNAL PLANS ARE APPROXIMATE ONLY. IT IS NOT THE INTENT OF THESE PLANS SHOWN THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES WITH THE RESPECTIVE OWNERS. EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 7. ALL VIDEO DETECTION ZONES WILL BE SET BY ACHD STAFF. CONTRACTOR SHALL CONTACT ACHD TRAFFIC DEPARTMENT AT LEAST TWO (2) WORKING DAYS PRIOR TO VIDEO DETECTION PROGRAMMING. 8. NEW SIGNAL AND SERVICE CABINETS AND ALL ASSOCIATED EQUIPMENT TO BE SUPPLIED BY ACHD AT CONTRACTOR/DEVELOPER EXPENSE. CONTRACTOR SHALL CONTACT ACHD TRAFFIC DEPARTMENT TO COORDINATE THE SALVAGING, DISPOSAL, AND/OR TRANSFER OF ANY SIGNAL OR INTERCONNECT EQUIPMENT. 9. TOP OF FOUNDATION ELEVATIONS FOR ALL POLES SHALL BE FIELD VERIFIED BY THE CONTRACTOR BASED ON THE CONSTRUCTED FINISHED GROUND ELEVATIONS. 10. CONTRACTOR SHALL COORDINATE WITH IDAHO POWER AND SITE ELECTRICAL PLANS FOR SIGNAL POWER. POLE A POLE B POLE C POLE E POLE F POLE G POLE H POLE I POLE J 3 Signal Pole B - Area Detail Scale: NTS 1 Signal Pole C - Area Detail Scale: NTS 2 Signal Pole D - Area Detail Scale: NTS 21 12 3 12 POLE B Keynotes: 1. REMOVE AND DISPOSE EXISTING JUNCTION BOXES. 2. REMOVE AND DOSPOSE EXISTING DETECTION LOOP JUNCTION BOX. 3. CONNECT TO EXISTING CONDUIT THIS APPROXIMATE LOCATION. 4. REMOVE AND DISPOSE EXISTING CONDUIT RUN AS ENCOUNTERED DURING CONSTRUCTION. 5. PRESERVE AND PROTECT EXISTING UTILITIES THIS APPROXIMATE AREA. 6. REMOVE AND SALVAGE EXISTING COMBINATION SIGNAL & LUMINAIRE POLE TO ACHD. 7. REMOVE AND SALVAGE EXISTING SIGNAL CABINET AND SERVICE PEDESTAL TO ACHD, INSTALL NEW EQUIPMENT PER PLAN. 1 2 4 4 3 3 5 6 16 12 29 30 30 30 30 # 7 10/14/2021 12/09/21 FP-2021-0057 G G G G G G G G G G G G G T T G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T T T UGP UGP UGP UGP T T T T T T T T T T T T T T T T SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W EG EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S SS SS OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E R/W R/W R/W 76.43' R/W R/W R/W S W WV WV SAN IV IV IRR T C IV IV IV E IV E E E IV IRR WV IV CO RD RD CO TT T T T T E E T E E WV D W W W W W S S T W W W SS SS SS R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W SAN SD SD SD SD SD SD SD SD SD SD SD SD SD R/W 132+00 133+00 134+00 POLE B COMBINATION SIGNAL & LUMINAIRE POLE STA: 132+71.91, OFF: 49.37'R POLE HEIGHT: 35-FT INSTALL SIGNAL MAST ARM: 45-FT LUMINAIRE MAST ARM: 15-FT POLE A COMBINATION SIGNAL & LUMINAIRE POLE STA: 133+68.25, OFF: 48.41'R POLE HEIGHT: 35-FT (EXISTING) INSTALL SIGNAL MAST ARM: 50-FT LUMINAIRE MAST ARM: 15-FT (EXISTING) POLE D COMBINATION SIGNAL & LUMINAIRE POLE STA: 133+49.06, OFF: 64.34'L POLE HEIGHT: 35-FT SIGNAL MAST ARM: 35-FT LUMINAIRE MAST ARM: 15-FT POLE C COMBINATION SIGNAL & LUMINAIRE POLE STA: 132+71.34, OFF: 47.93'L POLE HEIGHT: 35-FT INSTALL SIGNAL MAST ARM: 50-FT LUMINAIRE MAST ARM: 15-FT REMOVE AND SALVAGE EXISTING POLE D COMBINATION SIGNAL & LUMINAIRE POLE STA: 133+73.21±, OFF: 53.19'L± POLE HEIGHT: 35-FT LUMINAIRE MAST ARM: 15-FT POLE E PEDESTRIAN SIGNAL POLE STA: 133+62.51, OFF: 54.68'L POLE HEIGHT: 12-FT POLE F PEDESTRIAN PUSH BUTTON POLE STA: 133+74.21, OFF: 43.68'R POLE HEIGHT: 4-FT POLE G PEDESTRIAN PUSH BUTTON POLE STA: 133+55.90, OFF: 53.03'R POLE HEIGHT: 4-FT POLE I PEDESTRIAN PUSH BUTTON POLE STA: 132+61.52, OFF: 43.22'R POLE HEIGHT: 4-FT R3-5R 30"x36" R3-5R 30"x36" 2300 E OVERLAND RD SNS 2200 2200 E OVERLAND RD SNS 2300 WELLS AVE SNS WELLS AVE SNS R3-5R 30"x36" S S POLE H PEDESTRIAN PUSH BUTTON POLE STA: 132+83.25, OFF: 53.80'R POLE HEIGHT: 4-FT POLE J PEDESTRIAN SIGNAL POLE STA: 132+78.01, OFF: 60.68'L POLE HEIGHT: 12-FT 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C8.00 ACHD Roadway - Signal Plan APPROVED FOR CONSTRUCTION I D AHO Traffic Signal Legend: SIGNAL HEAD NUMBER PROJECT NOTE NUMBER CONDUIT RUN NUMBER SIGNAL CABINET SIZE 6 TS2-1 & SERVICE PEDESTAL JUNCTION BOX (TYPE S40/ADA) JUNCTION BOX (TYPE S45/ADA) SIGNAL HEAD WITH BACKPLATE EMERGENCY PREEMPT DETECTOR (2 CHANNELS ONLY PER DETECTOR) VIDEO DETECTION CAMERA MAST-ARM MOUNTED SIGN PEDESTRIAN SIGNAL HEAD JUNCTION BOX (TYPE S45/ADA WITH RISER) SPLICE VAULT X X X Signal Head Schedule: FY A R 12" 12" 12" G A R 12" 12" 12" G 12" Quadrant Diagram: 1. QUADRANT LOCATIONS AS SPECIFIED ON LUMINAIRE, SIGNAL POLE, PED BUTTON POLE OR SIGNS ARE ESTABLISHED BASED ON THIS DIAGRAM. QUADRANTS RELATE TO PLAN ORIENTATION. QUAD 4 QUAD 3 QUAD 2 QUAD 1 11 Sheet Notes: 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR CONSTRUCTION DETAILS AND INSTALLATION REQUIREMENTS. 3. THE LOCATIONS OF SIGNAL POLES, JUNCTION BOXES AND PEDESTRIAN POLES SHALL BE STAKED IN THE FIELD FOR APPROVAL BY ACHD PRIOR TO INSTALLATION. REQUEST ACHD APPROVAL AT LEAST TWO (2) WORKING DAYS PRIOR TO INSTALLATION. 4. CONDUIT LAYOUT SHOWN IS SCHEMATIC. THE CONTRACTOR SHALL MAINTAIN APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. 5. GROUND THE SIGNAL AND ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF THE N.E.C. AND THE ACHD TRAFFIC SUPPLEMENTAL PROVISIONS. 6. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, CONDUITS, CABLES, ETC. SHOWN ON THE TRAFFIC SIGNAL PLANS ARE APPROXIMATE ONLY. IT IS NOT THE INTENT OF THESE PLANS SHOWN THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES WITH THE RESPECTIVE OWNERS. EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 7. ALL VIDEO DETECTION ZONES WILL BE SET BY ACHD STAFF. CONTRACTOR SHALL CONTACT ACHD TRAFFIC DEPARTMENT AT LEAST TWO (2) WORKING DAYS PRIOR TO VIDEO DETECTION PROGRAMMING. 8. NEW SIGNAL AND SERVICE CABINETS AND ALL ASSOCIATED EQUIPMENT TO BE SUPPLIED BY ACHD AT CONTRACTOR/DEVELOPER EXPENSE. CONTRACTOR SHALL CONTACT ACHD TRAFFIC DEPARTMENT TO COORDINATE THE SALVAGING, DISPOSAL, AND/OR TRANSFER OF ANY SIGNAL OR INTERCONNECT EQUIPMENT. 9. TOP OF FOUNDATION ELEVATIONS FOR ALL POLES SHALL BE FIELD VERIFIED BY THE CONTRACTOR BASED ON THE CONSTRUCTED FINISHED GROUND ELEVATIONS. 10. CONTRACTOR SHALL COORDINATE WITH IDAHO POWER AND SITE ELECTRICAL PLANS FOR SIGNAL POWER. Phase Diagram: Ø1 Ø2 Ø3 31 51 71 21 22 41 42 Ø4 Ø5 Ø6 Ø7 Ø8 61 62 81 82 Horizontal Scale: 0 10' 20' 1" = 10' ACHD Roadway-Signal Plan 22 52 31 81 82 12 61 62 63 71 41 42 21 23 23 63 ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ 5 16" PEDESTRIAN COUNTDOWN 21P 22P 41P 42P 61P 62P 81P 82P 81P 82P 21P 22P 62P61P 41P 42P 12 52 51 11 PRESERVE AND PROTECT EXISTING OVERHEAD UTILITIES PRESERVE AND PROTECT EXISTING OVERHEAD UTILITIES PRESERVE AND PROTECT EXISTING OVERHEAD UTILITIES 10/14/2021 12/09/21 FP-2021-0057 DIMENSION), 6" THICK WALL CONCRETE INTAKE BOX 1-FT CONCRETE CHAMFER ALL SIDES RIM: ±2655.00 12-IN WIDE ACCESS STEPS - EPOXY COATED BAR. SPACE AT 12-IN INTERVALS FOR INTER DEPTH. TYP. BOTTOM OF SUMP: ±2646.00 APPROXIMATE MIN. WATER SURFACE ELEVATION LEVEL: ±2651.50 PUMP STATION, SEE DETAIL 4/C7.60. PUMP DRAIN GRAVEL SUMP, SEE DETAIL 2/C7.60. REBAR PER GENERAL NOTES NO. 5 APPROXIMATE WATER LEVEL: ±2651.50 1.5-IN STAINLESS STEEL FLUSH LINE INTAKE SCREEN SUPPLY LINE ELECTRICAL CONDUIT AND SERVICE, PER ELECTRICAL CONCRETE WET WELL RIM: ±2655.00 INTAKE VAULT BOX SQUARE LID, SEE DETAIL 5/C7.60. TYP. #4 REBAR AT 8" O.C. EACH WAY 10-IN DIA. PIPE PER C7.00. APPROXIMATE MAX. WATER SURFACE ELEVATION LEVEL: ±2654.00 1' 6" THICK WALL CONCRETE WET WELL TYP. #4 REBAR AT 8" O.C. EACH WAY 5' SQ. 30" 6" CLEANOUT COLAR AND LID PER ISPWC SD-506 PIPE OPEN BOTTOM INSTALL NON-WOVEN DRAINAGE FABRIC ON TOP AND SIDES OR DRAINAGE SUMP 8" C900 PIPE FILTER FLUSH LINE FROM PUMP STATION 2" WASHED DRAIN ROCK PER ISPWC SECTION 801 2' 8" SINGLE WALL PERFORATED PIPE BY ADS 6" C900 TO CORRUGATED PIPE ADAPTER FITTING Scale: 1"=1' Gravel Sump Detail 2 (SEE NOTE) SUBMERSIBLE TURBINE PUMP STATION - 90% Final PART NO: TITLE: PROJECT: MATERIAL B 1 OF 1 REV PRECISION PUMPING SYSTEMS 6515 BUSINESS WAY BOISE, IDAHO 83716 208-323-5300 www.gopps.us LEVEL: DATE: - SIZE: SCALE: SHEET: UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL:±1/8" ONE PLACE DECIMAL: ±.10 TWO PLACE DECIMAL: ±.05 DO NOT SCALE DRAWING DRAWN: JWR NTS 1S-NJ-VAF-3 NOT FOR FABRICATION JOB: AVAILABLE ASSESSORIES (SEE NOTE) A ENCLOSURE, MARINE GRADE ALUMINUM 48x33x32 1 B INSULATION / SOUND ATTENUATION C HEATER 500W 1 D -NMP INSERTION FLOW METER or -BADGER INSERTION FLOW SENSOR 1 E CW VALVE/1" INTAKE SCREEN SUPPLY LINE 1 F HIGH PRESSURE SWITCH 1 G PRESSURE RELIEF VALVE 3/4" 1 H DROP PIPE, HDPE, FIELD CUT-TO-LENGTH 3" 1 J DROP PIPE, SS (6" EXTENSION PIPES AVAILABLE) 3" 1 ITEM NO. DESCRIPTION Size QTY. 1 CONTROL PANEL 30x20x10 1 2 FILTER, VAF200 3" 1 3 FLOW SWITCH 1/2" 1 4 LEVEL SENSOR/FLOAT SWITCH CAP 1 5 PRESSURE DIFFERENTIAL GAUGE & SWITCH 0-15 PSI 1 6 PRESSURE GAUGE 2-1/2" 1 7 PRESSURE TANK 2 Gal 1 8 PRESSURE TRANSDUCER 1/4" 1 9 PUMP, SUBMERSIBLE 1 10 SKID, BENT 48x33 1 11 STAND, SUBMERSIBLE PUMP, FLANGED 3" 1 12 VALVE, AIR RELIEF 1/2" 1 13 VALVE, BUTTERFLY, GROOVE, LEVER 3" 1 14 VALVE, CHECK, SILENT 3" 1 15 VALVE, SOLENOID (CW CLEANOUT) 1-1/2" 1 10 A 9 WET WELL (SHOWN AS 48") (BY OTHERS) 10 B H J PUMP PROTECTION SCREEN 36 FRONT VIEW 3 D NEC CLEARANCE SEE LOCAL CODES 49 38 12 G 2 6 7 1 11 WET WELL COVER PLATE 1" BLOWOUT PLAN VIEW 4 8 5 1-1/2" FILTER FLUSH 14 E F C D 15 3" CONNECTION SIDE VIEW E 13 SCOPE OF WORK Packaged Pump Station supplier shall provide a variable speed submersible turbine pump station complete with pump, piping, valves, sensors, variable frequency drive (VFD), programmable logic controller (PLC), UL 508A listed control panel, and all appurtenances necessary for a complete and functioning pumping system. The station shall be mounted to press brake formed steel base and enclosed in a powder-coated marine grade aluminum enclosure. The pump station shall be manufactured by a UL QCZJ certified pump station manufacturer. Technical Service and Support. The manufacturer shall provide access 24/7 phone support with a factory certified technician. The technician shall have access to all relevant data specific to the pump station, including specifications, submittal, shop drawings, programming, and detailed photos of the system. Factory Testing. The pump station shall undergo and pass all of the following system performance tests: Hydrostatic testing that meets ANSI/HI specifications and standards; Flow testing that meets ANSI/HI 14.6 specifications and standards; and Vibration testing that meets ANSI/HI 9.6.4 Vibration Measurement and Allowable Values specifications and standards. The pumping system shall be flow tested as a complete unit, which shall include function testing of pumps, motors, instrumentation, appurtenances, and control panel. The results of all tests shall be available to the owner. PRODUCTS Piping, Valves, Skid Base, & Station Enclosure. Piping. The station piping shall be standard wall pipe with grooved connections. Flanged or welded connections shall not be acceptable. Threaded connections between the main piping sections other than at the pump volute shall not be acceptable. Valves. Butterfly style isolation valves--with grooved connections--shall be included on station suction and discharge piping. Flanged or threaded connections shall not be accepted. A non-slam check valve shall be included on the discharge of each pump. An air release valve shall be included, located immediately after the pump check valve. Skid. The pump skid shall be made of 1/4" press broke A36 steel. No welded bases or open rail systems shall be acceptable. Corrosion Protection. The pump skid and appurtenances shall be cleaned to bare steel and coated with a baked on powder coating, all piping including elbows shall be coated inside and out. The pump station shall be pressure tested prior to coating. No welding shall be performed after the pump station is powder coated. Station Enclosure. The pump station enclosure shall be constructed of marine grade aluminum modular panels to allow access to all pumps and components by simply removing any panel. The entire front of the enclosure shall consist of hinged doors. The enclosure shall be powder coated. The roof of the enclosure shall be easily displaced and replaced by one person for the purpose of servicing the pump station. The station enclosure shall include a ventilation fan (or fans) appropriately sized to adequately cool the enclosed equipment. Automatic Filter: The pump station shall include an automatic screen filter. The filter shall use suction scanning devices to automatically remove debris from the filter element. The filter shall be VAF200 or approved equal. Control logic for filter flush shall be included as part of the main control panel PLC programming. Pump Control System NEMA Rating. The VFD, PLC, and associated electrical equipment shall be mounted in a NEMA 3R enclosure rated for indoor installation. To avoid potential water or rodent damage, VFD's mounted outside the main control panel are not acceptable. Control Panel Manufacturing & Testing. The pump control panel shall be manufactured and listed by a UL508A Panel Shop. The panel shall be UL labeled as an "Enclosed Industrial Control Panel". The pump control panel shall be completely manufactured, tested and programmed prior to delivery to the job site. Documentation. A color wiring schematic and pump nameplate information shall be permanently affixed to the inside of the control enclosure. All field terminal connections shall be numbered and labeled. Cooling System. The control panel cooling system shall be appropriately sized for the ambient conditions. The cooling system shall not allow dust, insects or rodents inside the pump control panel. Two sets of spare filters shall be included with the pumping system. Main Disconnect. A service-entrance rated, non-fused disconnect shall be mounted in the pump control panel and shall isolate all power to the control panel. The disconnect shall include an operating handle mounted on the control panel enclosure door that is mechanically interlocked to prevent entry while the disconnect is in the ON position. To prevent damage from vandalism, a disconnect external to the pump station enclosure shall not be accepted. Overcurrent Protection. The VFD bridge rectifiers shall be protected from over current by an appropriately sized circuit breaker. Fuses are not acceptable. Lightning & Surge Protection. The Pump Control Panel shall be equipped with transient voltage and surge arrestors. Convenience Outlet. The Pump Control Panel shall be equipped with duplex outlet. Variable Frequency Drive (VFD). The VFD shall be appropriately sized to meet the FLA (full load amps) required by the pump motor, as stated on the motor nameplate. The VFD shall be manufactured by ABB Industrial Systems, Mitsubishi, or approved equal. Initial start-up and calibration shall be performed by a factory certified technician, which shall extend the warranty on the control panel to a total of three (3) years. Programmable Logic Controller (PLC). The PLC shall be fully programmed prior to pump panel installation. The technician installing and programming the PLC is to be factory trained and certified by the PLC manufacturer. The PLC programming shall be non-proprietary, and the complete station programming shall be made available to the owner via a USB drive included with the station control panel. PLC Operator Interface. The PLC shall be equipped with a 5.7” LCD color touchscreen. The operator interface shall allow the user to make adjustments to the PLC program locally without requiring any additional equipment such as a laptop computer. A VFD control keypad is not an acceptable substitution for the digital operator interface. The PLC shall have an Ethernet port to enable remote access. PLC Control Functions: 1. User settable Local or Remote control. 2. System Pressure Setpoint 3. Pump Sleep Settings, with two threshold modes: Sleep by Flow or Sleep by Frequency 4. System Protection Settings, including fault and warning parameters for low flow, high flow, low pressure, high pressure, restart trials and restart delay time. 5. Load Factory Default Settings, User Saved Default Settings. 6. Pre-Programmed Start-Up Routines to limit and/or delay starting and acceleration of the pump to eliminate excessive velocity and pressure. It shall also include initial start-up, mainline fill, power outage and automatic re-starts. PLC Monitoring Functions 1. Pump operating status, total pump run hours, motor frequency, motor amperage 2. System pressure, flow rate 3. Fault Log with time stamps and diagnostic utility. 4. Trend Data, with graphic display of system pressure, flow, motor frequency and amperage. Data shall be exportable to MS Excel. 5. USB port to upload, download of program, and data storage. Instrumentation. Pressure Gauges shall have a 304 stainless steel case, with bezel construction. Gauges shall have a 2.5” diameter and be liquid filled. Pressure Transmitter(s) shall be constructed of stainless steel and rated for the pump station discharge pressure. Flow Meter. The station shall include a solid state insertion flow meter. Current and totalized flow shall be read at the pump control panel HMI. Paddle type insertion sensors shall not be accepted. Pump Protection Shrouds Each pump and motor shall be completely encased in a slotted PVC well casing. Both ends of the shall be thoroughly sealed to ensure that no water can enter at either end. Water shall only enter the casing through precision laser cut slots, which will not allow debris larger than can be passed entirely through the pump. All water entering the casing shall pass over, and cool the motor, prior to entering the pump. VOLT / GPM @ 4 Pump Station Scale:NTS 7'-3" 9'-9" 6'-2" TO CENTER OF WET WELL 3'-7" TO CENTER OF WET WELL 3'-7 1 2 " TO CENTER OF WET WELL 3'-7 1 2 " TO CENTER OF WET WELL 4'-9" 5'-10" 0'-8" 0'-6" 0'-4" 3 Pump Station Concrete Pad Scale: 1"=2' 60" I.D. WET WELL WET WELL COVER 1" INTAKE SCREEN SUPPLY LINE 1.5" FILTER FLUSH LINE PUMP SKID 6" THICK CONCRETE PAD 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C7.60 PIRR Pump Station Details APPROVED FOR CONSTRUCTION IDAHO CONCRETE WALL Internal Support Connection Wall Connection Detail CONCRETE WALL L5"x3"x3/8" INTERNAL SUPPORT. ALONG PANEL EDGES BELOW GRATING. COPE VERTICAL LEG AT ENDS TO ALLOW TO FIT BETWEEN CONCRETE WALLS L5"x3"x3/8" INTERNAL SUPPORT. 3/4" S.S. ANCHOR BOLTS WITH 4-IN MIN. EMBEDMENT WITH WASHERS AND REMOVABLE NUTS. EYEBOLT (SEE NOTE 4). FOR LOCKING PROVIDE 2" LONG x 1" WIDE OPENING IN DOOR FRAME (TYP.) 5' OUTSIDE BOX 4.83' OUTSIDE LID 4.83' OUTSIDE LID 5' OUTSIDE BOX STEEL HINGE 3/4" S.S. ANCHOR BOLTS WITH 4-IN MIN. EMBEDMENT WITH WASHERS AND REMOVABLE NUTS. (TYP. OF 2) Top View of Intake Box (NOT TO SCALE) (NOT TO SCALE) DOOR NOTES: 1. LID/DOOR TO BE CONSTRUCTED WITH 5# EXPANDED METAL. IF MULTIPLE SHEETS ARE USED, SEAMS SHALL FALL AT INTERNAL SUPPORTS AND HAVE 2"x1/8" FLAT STEEL AT EDGES. 2. EXTERIOR FRAME TO BE 2"x1/8" FLAT STEEL. 3. INTERNAL SUPPORTS TO BE L5"x3"x3/8" STEEL. SUPPORTS SHALL BE PROVIDED AT ALL HINGE AND SEEM LOCATIONS. 4. PROVIDE 7/16" DIA. EYE BOLT EMBEDDED 3" IN CONCRETE AND EPOXIED. Scale: NTS Intake Box Vault Lid 5 12/09/21 FP-2021-0057 RIM: 2655.00 FINISH GRADE PIPE IE (N): 2650.41 6" 5'-8 3 4 " STEEL REINFORCEMENT. SEE DETAIL NOTES. 8'-11 1 4 " 9'-5" TOP OF WALL: 2654.65 4" MIN. SOUTH TOP OF BANK : ±2654.3 NORTH TOP OF BANK: ±2653.9 APPROXIMATE TOP OF SOUTH BANK APPROXIMATE BOTTOM OF DITCH APPROXIMATE TOP OF NORTH BANK BOTTOM OF EXISTING DITCH: ±2651.78 FLOW 3' 8" (TYP.) 6" FOOTING (TYP.) 3" CLEAR 2' PROVIDE CLOSURE POUR TO ESTABLISH FLOOR ELEVATION ABOVE INTEGRAL FOOTING. PROVIDE ROUGH SURFACE AT TOP OF FOOTING FOR SECONDARY POUR. 1' CONTINUOUS/INTEGRAL FOOTING FOR WING WALLS AND BOX STRUCTURE 4" DEPTH OF COMPACTED TYPE I BEDDING PER ISPWC SECTION 305. EXTEND 12" BEYOND STRUCTURE. 6" 6" 6" 10" EXTEND 12-IN DEPTH OF D50=0.5-FT RIP-RAP TO EXTENTS OF WING WALLS AT BOTTOM OF DITCH AND UP TO TOP OF BANK. FINISH SURFACE/ELEVATION OF RIP-RAP SHALL MATCH UNDISTURBED DITCH PROFILE BEYOND. 135° (TYP.) REFER TO DETAIL GENERAL NOTE 8 FOR DITCH BACKFILL BENTONITE/SOIL MIX BACKFILL OF ALL DISTURBED AREAS AT OUTLET STRUCTURE. REFER TO DETAIL GENERAL NOTE 8 FOR ADDITIONAL INFORMATION. EXTEND STEEL REINFORCEMENT OF INLET WALL MINIMUM OF 18" INTO WING WALL (TYP.). SEE DETAIL NOTES. CONCRETE WALL CONCRETE WALL L5"x3"x3/8" INTERNAL SUPPORT. AT PANEL EDGES OR HINGE BELOW GRATING. COPE VERTICAL LEG AT ENDS TO ALLOW TO FIT BETWEEN CONCRETE WALLS L5"x3"x3/8" INTERNAL SUPPORT. 3/8" EPOXY ANCHOR BOLT 4" LONG WITH 3" MINIMUM EMBEDMENT WING WALL GRADE BREAK (TYP.) WATER STOP AT ALL COLD JOINTS (TYP.). REFER TO DETAIL GENERAL NOTE 7 FOR ADDITIONAL INFORMATION. TOP OF FOOTING: 2645.23 5' 1' 2' MIN. 18" PVC 2'-6" 1' 9'-9 1 4 " SUMP BOTTOM: 2646.06 TOP OF INLET WALL: 2651.67 FLOW (10" PVC) FLOW (18" PVC) 5'-9 1 2 " (TYP.) 4'-0 1 4 " (TYP.) 2'-1" 1'-9" 1'-9" 88.8° INTERNAL SUPPORT SPANNING OUTLET WALL BELOW LID PER DETAIL ABOVE 3/8" EPOXY ANCHOR BOLT 4" LONG WITH 3" MINIMUM EMBEDMENT (TYP. OF 4) 5'-10" 2'-6" 2'-6" PIPE IE (S): 2648.06 NOTCH AT CANAL GATES, TYP. PROVIDE FLAT BAR AT ALL CUT EDGES. 90° 10" WATERMAN C-10 CANAL GATE OR APPROVED EQUAL WITH NON-RISING STEM 18" WATERMAN C-10 CANAL GATE OR APPROVED EQUAL WITH NON-RISING STEM 10" PVC 5'-8 3 4 " 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C7.50 GIRR Details APPROVED FOR CONSTRUCTION IDAHO 12/09/21 FP-2021-0057 GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR SAN SAN MTR MTR FS FS MTR FS FS MTR FS 6''SS 6''SS 6''SS C O CO CO CO CO CO CO FS MTR GIRR GIRR GIRR SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW MW MW MW MW EP W W W MTR MTR CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO GIRR GIRR GIRR GIRR GIRR 64° 87.1° 85.4° 85.4° 85.9° 83.2° 92.1° 88.8° 10' GIRR 03 4-FT SQ BOX PER ISPWC SD-619 STA: 14+90.51 RIM: 2653.66± SUMP: 2647.92 IE IN: 2649.92, 18-IN PVC (SE) IE OUT: 2649.92, 18-IN PVC (W) GIRR 06 5-FT SQ BOX PER ISPWC SD-619 STA: 10+00 RIM: 2653.20± SUMP: 2647.33 IE IN: 2649.33, 18-IN PVC (E) IE OUT: 2649.33, 18-IN PVC (W)(WATERMAN GATE REQUIRED) IE OUT: 2649.33, 18-IN PVC (S)(WATERMAN GATE REQUIRED) GIRR 05 4-FT SQ BOX PER ISPWC SD-619 STA: 11+97.87 RIM: 2653.10± SUMP: 2647.57 IE IN: 2649.57, 18-IN PVC (E) IE OUT: 2649.57, 18-IN PVC (W) GIRR 02 4-FT SQ BOX PER ISPWC SD-619 STA: 16+56.34 RIM: 2653.84± SUMP: 2648.12 IE IN: 2650.12, 18-IN PVC (S) IE OUT: 2650.12, 18-IN PVC (NW) GIRR INLET BOX-01 5-FT SQ INLET STRUCTURE PER DETAIL 1/C7.50 STA: 19+00.96 RIM: 2655.16± SUMP: 2646.06 IE OUT: 2650.41, 18-IN PVC (N) IE OUT: 2648.06, 10-IN PVC (S) GIRR MH 01 48-IN MH WITH FLAT LID PER DETAIL 1/C7.60 STA: 10+09 RIM: 2655.00± SUMP: 2646.00 IE IN: 2648.06, 10-IN PVC (N) IE OUT: 2648.06, 10-IN PVC (S) GIRR MH 02 60-IN MH WITH FLAT LID PER DETAIL 1/C7.60 STA: 10+24 RIM: 2655.00± SUMP: 2644.50 IE IN: 2648.06, 10-IN PVC (N) EXISTING IRRIGATION STRUCTURE 146-LF OF 18-IN PVC AT 0.12% 166-LF OF 18-IN PVC AT 0.12% 245-LF OF 18-IN PVC AT 0.12% 37-LF OF 18-IN PVC AT 0.12% 18-IN PVC IE: 2649.29 8-LF OF 18-IN PVC AT 2.63% 18-IN PVC IE: 2649.12 198-LF OF 18-IN PVC AT 0.12% 1 2 3 3 10+42.62 10+00 19+53.27 9+79.50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 10+24 10+00 GRAVITY: Sta. 9+50 - 20+00 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' 2635 2640 2645 2650 2655 2660 2665 2635 2640 2645 2650 2655 2660 2665 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 EXISTING GROUND SURFACE (SHOWN APPROX.) REGRADE FLOWLINE TO PROVIDE POSITIVE FLOW MATCH EXISTING DITCH FLOWLINE (SHOWN APPROX.) EXISTING IRRIGATION PIPE GIRR 02 4-FT SQ BOX PER ISPWC SD-619 STA: 16+56.34 RIM: 2653.84± SUMP: 2648.12 IE IN: 2650.12, 18-IN PVC (S) IE OUT: 2650.12, 18-IN PVC (NW) GIRR 03 4-FT SQ BOX PER ISPWC SD-619 STA: 14+90.51 RIM: 2653.66± SUMP: 2647.92 IE IN: 2649.92, 18-IN PVC (SE) IE OUT: 2649.92, 18-IN PVC (W) GIRR 05 4-FT SQ BOX PER ISPWC SD-619 STA: 11+97.87 RIM: 2653.10± SUMP: 2647.57 IE IN: 2649.57, 18-IN PVC (E) IE OUT: 2649.57, 18-IN PVC (W) GIRR 06 5-FT SQ BOX PER ISPWC SD-619 STA: 10+00 RIM: 2653.20± SUMP: 2647.33 IE IN: 2649.33, 18-IN PVC (E) IE OUT: 2649.33, 18-IN PVC (W)(SLIDE GATE REQUIRED) IE OUT: 2649.33, 18-IN PVC (S)(SLIDE GATE REQUIRED) EXISTING IRRIGATION STRUCTURE STA: 9+79.50 RIM: 2652.60± GIRR INLET BOX-01 5-FT SQ INLET STRUCTURE PER DETAIL 1/C7.50 STA: 19+00.96 RIM: 2655.16± SUMP: 2646.06 IE OUT: 2650.41, 18-IN PVC (N)(WATERMAN GATE REQUIRED) IE OUT: 2648.06, 10-IN PVC (S)(WATERMAN GATE REQUIRED) 166-LF OF 18-IN PVC AT 0.12% 245-LF OF 18-IN PVC AT 0.12% 198-LF OF 18-IN PVC AT 0.12% 146-LF OF 18-IN PVC AT 0.12% Sheet Notes: 1. INSTALL INLET STRUCTURE PER DETAIL C7.50. 1/ 2. DAYLIGHT PIPE AT EXISTING DITCH AND MATCH EXISTING DITCH FLOWLINE PER DETAIL 1/C7.00. 3. INSTALL 60-IN DIAMETER WET WELL & 60-IN DIAMETER PUMP CHAMBER. PLEASE SEE DETAIL 2/C7.00 AND IRRIGATION PLANS FOR MORE INFORMATION. Keynotes: 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C1.00. 2. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO THE CENTER OF STRUCTURE UNLESS NOTED OTHERWISE. 3. CONTRACTOR SHALL ASSURE A MINIMUM OF 24" OF COVER IS PROVIDED FOR ALL NEW PIPING UNTIL FUTURE ROADWAY AND BUILDING SITE PACKAGES ARE CONSTRUCTED. ESTABLISH COVER OVER PIPE BY CONSTRUCTING 5-FT WIDE EARTHEN BERM CENTERED OVER PIPE AND SLOPE DOWN TO ADJACENT GROUND AT 3:1 MAX. COMPACT TO 95% IN ACCORDANCE WITH AASHTO T 99: METHOD A. REFER TO PID STANDARDS AND SPECIFICATIONS SECTION 1204.02.03 FOR ADDITIONAL INFORMATION. 4. ALL KEYNOTES MAY NOT BE REPRESENTED ON THIS SHEET. # GRAVITY 2: Sta. 9+50 - 11+50 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' 2640 2645 2650 2655 2660 2665 2640 2645 2650 2655 2660 2665 9+50 10+00 10+50 11+00 11+50 MATCH EXISTING DITCH FLOWLINE (SHOWN APPROX.) EXISTING GROUND SURFACE (SHOWN APPROX.) GIRR 06 5-FT SQ BOX PER ISPWC SD-619 STA: 10+00 RIM: 2653.20± SUMP: 2647.33 IE IN: 2649.33, 18-IN PVC (E) IE OUT: 2649.33, 18-IN PVC (W)(WATERMAN GATE REQUIRED) IE OUT: 2649.33, 18-IN PVC (S)(WATERMAN GATE REQUIRED) 37-LF OF 18-IN PVC AT 0.12% 1 GIRR PROFILE Scale: 1"=30' GRAVITY 3: Sta. 9+00 - 11+00 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' 2640 2645 2650 2655 2660 2665 2640 2645 2650 2655 2660 2665 9+00 9+50 10+00 10+50 11+00 GIRR MH 01 48-IN MH WITH FLAT LID PER DETAIL 1/C7.60 STA: 10+09 RIM: 2655.00± SUMP: 2646.00 IE IN: 2648.06, 10-IN PVC (N) IE OUT: 2648.06, 10-IN PVC (S) GIRR MH 02 60-IN MH WITH FLAT LID PER DETAIL 1/C7.60 STA: 10+24 RIM: 2655.00± SUMP: 2644.50 IE IN: 2648.06, 10-IN PVC (N) GIRR INLET BOX-01 5-FT SQ INLET STRUCTURE PER DETAIL 1/C7.50 STA: 10+00 RIM: 2655.16± SUMP: 2646.06 IE OUT: 2650.41, 18-IN PVC (N) (WATERMAN GATE REQUIRED) IE OUT: 2648.06, 10-IN PVC (S) (WATERMAN GATE REQUIRED) 9-LF OF 10-IN PVC AT 0.00% 15-LF OF 10-IN PVC AT 0.00% 2 GIRR VALVE VAULT & WET WELL PROFILE Scale: 1"=30' Horizontal Scale: 0 30' 60' 1" = 30' GIRR P&P 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C7.00 GIRR P&P APPROVED FOR CONSTRUCTION IDAHO 12/09/21 FP-2021-0057 CO 6''SS CO CO CO CO CO CO CO CO CO CO CO CO FS MTR SAN SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW MW MW CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO GIRR GIRR GIRR GI 14+00 13+00 12+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+60.50 STRUCTURE - (14) 48-IN MH PER ISPWC SD-501 STA: 10+17.61, 0.00' RIM: 2651.85± IE OUT: 2643.80, 8-IN PVC (S) 246-LF OF 8-IN PVC AT 0.62% STRUCTURE - (9) 48-IN MH PER ISPWC SD-501 STA: 12+64, 0.00' RIM: 2651.77± IE IN: 2642.26, 8-IN PVC (N) IE OUT: 2642.16, 8-IN PVC (S) 211-LF OF 8-IN PVC AT 0.45% STRUCTURE - (6) 60-IN MH PER ISPWC SD-502 STA: 16+00, 0.00' RIM: 2651.54± IE IN: 2633.00, 8-IN PVC (E) IE IN: 2633.00, 8-IN PVC (N) IE IN: 2633.00, 8-IN PVC (S) IE OUT: 2632.90, 8-IN PVC (W) STRUCTURE - (32) 48-IN MH PER ISPWC SD-501 STA: 14+75, 0.00' RIM: 2651.23± IE IN: 2641.21, 8-IN PVC (N) IE OUT: 2641.11, 8-IN PVC (S) 125-LF OF 8-IN PVC AT 6.49% 125-LF OF 8-IN PVC AT 8.11% 125-LF OF 8-IN PVC AT 0.61% STRUCTURE - (44) 60-IN MH PER ISPWC SD-502 STA: 17+25, 0.00' RIM: 2651.22± IE IN: 2643.24, 8-IN PVC (S) IE OUT: 2643.14, 8-IN PVC (N) STRUCTURE - (43) 60-IN MH PER ISPWC SD-502 STA: 18+50.50, 0.00' RIM: 2651.21± IE OUT: 2644.00, 8-IN PVC (N) NORTH: Sta. 9+50 - 19+00 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' 2625 2630 2635 2640 2645 2650 2655 2660 2625 2630 2635 2640 2645 2650 2655 2660 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 EXISTING GROUND SURFACE (SHOWN APPROX.) EXISTING GROUND SURFACE (SHOWN APPROX.) STRUCTURE - (14) 48-IN MH PER ISPWC SD-501 STA: 10+17.61, 0.00' RIM: 2651.85± IE OUT: 2643.80, 8-IN PVC (S) STRUCTURE - (9) 48-IN MH PER ISPWC SD-501 STA: 12+64, 0.00' RIM: 2651.77± IE IN: 2642.26, 8-IN PVC (N) IE OUT: 2642.16, 8-IN PVC (S) STRUCTURE - (6) 60-IN MH PER ISPWC SD-502 STA: 16+00, 0.00' RIM: 2651.54± IE IN: 2633.00, 8-IN PVC (E) IE IN: 2633.00, 8-IN PVC (N) IE IN: 2633.00, 8-IN PVC (S) IE OUT: 2632.90, 8-IN PVC (W) 246-LF OF 8-IN PVC AT 0.62% 211-LF OF 8-IN PVC AT 0.45% 6-IN PVC CROSSING STRUCTURE - (32) 48-IN MH PER ISPWC SD-501 STA: 14+75, 0.00' RIM: 2651.23± IE IN: 2641.21, 8-IN PVC (N) IE OUT: 2641.11, 8-IN PVC (S) 125-LF OF 8-IN PVC AT 6.49% 8-IN PVC CROSSING 125-LF OF 8-IN PVC AT 8.11% 125-LF OF 8-IN PVC AT 0.61% 8-IN PVC CROSSING STRUCTURE - (44) 60-IN MH PER ISPWC SD-502 STA: 17+25, 0.00' RIM: 2651.22± IE IN: 2643.24, 8-IN PVC (S) IE OUT: 2643.14, 8-IN PVC (N) STRUCTURE - (43) 60-IN MH PER ISPWC SD-502 STA: 18+50.50, 0.00' RIM: 2651.21± IE OUT: 2644.00, 8-IN PVC (N) 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEETS C1.00 AND C3.00 2. COORDINATE WITH BUILDING MECHANICAL PLANS FOR CONTINUATION OF ALL UTILITIES FROM THE STUB LOCATIONS SHOWN 3. SEE SHEETS C5.00 - C5.06 FOR ALL OTHER UTILITY INFORMATION. Sheet Notes: Keynotes: 1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C3.00. 2. POTABLE/NON-POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET C3.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3 3. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3 4. CORE DRILL AND CONNECT TO EXISTING SEWER MANHOLE AT ELEVATION INDICATED, MATCH EXISTING INVERT "IN" SUCH THAT POSITIVE FLOW IS MAINTAINED THROUGH MANHOLE, INSTALL KOR-N-SEAL BOOT TO ENSURE WATERTIGHT SEAL, MODIFY BASE CHANNEL AS REQUIRED. Legend: W SS SS SAN WATER MAIN SANITARY SEWER MAIN SEWER MANHOLE FIRE HYDRANT WATER MAIN VALVE BLOWOFF HYDRANT 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C6.03 Horizontal Scale: North SSWR P&P 0 30' 60' 1" = 30' North SSWR P&P APPROVED FOR CONSTRUCTION IDAHO 12/09/21 FP-2021-0057 SS SS SS SS SS SS SS S AN SAN SAN FS MTR FS MTR 4''SS FS FS MTR CO CO CO CO CO CO CO SAN SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW SD W SD MW MW EP R/W R/W CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO 10+00 11+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+75 15+00 16+00 17+00 STRUCTURE - (5) 60-IN MH PER ISPWC SD-502 STA: 10+24.54, 0.00' RIM: 2652.84± IE IN: 2634.29, 8-IN PVC (E) IE OUT: 2634.19, 8-IN PVC (W) 263-LF OF 8-IN PVC AT 0.45% STRUCTURE - (6) 60-IN MH PER ISPWC SD-502 STA: 12+88, 0.00' RIM: 2651.54± IE IN: 2633.00, 8-IN PVC (E) IE IN: 2633.00, 8-IN PVC (N) IE IN: 2633.00, 8-IN PVC (S) IE OUT: 2632.90, 8-IN PVC (W) 354-LF OF 8-IN PVC AT 0.45% STRUCTURE - (1) 60-IN MH PER ISPWC SD-502 STA: 16+41.68, 0.00' RIM: 2650.00± IE IN: 2631.31, 8-IN PVC (E) IE IN: 2631.31, 8-IN PVC (W) IE OUT: 2631.21, 8-IN PVC (S) 92-LF OF 8-IN PVC AT 0.45% 125-LF OF 8-IN PVC AT 6.49% 8-IN PVC IE: 2631. 25-LF OF 8-IN PVC AT 0.45% 8-IN PVC IE: 2634.40 125-LF OF 8-IN PVC AT 8.11% 125-LF OF 8-I MAIN: Sta. 9+50 - 17+50 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' 2625 2630 2635 2640 2645 2650 2655 2660 2625 2630 2635 2640 2645 2650 2655 2660 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 EXISTING GROUND SURFACE (SHOWN APPROX.) EXISTING GROUND SURFACE (SHOWN APPROX.) STRUCTURE - (5) 60-IN MH PER ISPWC SD-502 STA: 10+24.54, 0.00' RIM: 2652.84± IE IN: 2634.29, 8-IN PVC (E) IE OUT: 2634.19, 8-IN PVC (W) STRUCTURE - (6) 60-IN MH PER ISPWC SD-502 STA: 12+88, 0.00' RIM: 2651.54± IE IN: 2633.00, 8-IN PVC (E) IE IN: 2633.00, 8-IN PVC (N) IE IN: 2633.00, 8-IN PVC (S) IE OUT: 2632.90, 8-IN PVC (W) 263-LF OF 8-IN PVC AT 0.45% 354-LF OF 8-IN PVC AT 0.45% 92-LF OF 8-IN PVC AT 0.45% 8-IN PVC CROSSING 8-IN PVC CROSSING 8-IN PVC CROSSING 25-LF OF 8-IN PVC AT 0.45% STRUCTURE - (1) 60-IN MH PER ISPWC SD-502 STA: 16+41.68, 0.00' RIM: 2650.00± IE IN: 2631.31, 8-IN PVC (E) IE IN: 2631.31, 8-IN PVC (W) IE OUT: 2631.21, 8-IN PVC (S) 8-IN PVC CROSSING 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEETS C1.00 AND C3.00 2. COORDINATE WITH BUILDING MECHANICAL PLANS FOR CONTINUATION OF ALL UTILITIES FROM THE STUB LOCATIONS SHOWN 3. SEE SHEETS C5.00 - C5.06 FOR ALL OTHER UTILITY INFORMATION. Sheet Notes: Keynotes: 1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C3.00. 2. POTABLE/NON-POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET C3.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3 3. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3 4. CORE DRILL AND CONNECT TO EXISTING SEWER MANHOLE AT ELEVATION INDICATED, MATCH EXISTING INVERT "IN" SUCH THAT POSITIVE FLOW IS MAINTAINED THROUGH MANHOLE, INSTALL KOR-N-SEAL BOOT TO ENSURE WATERTIGHT SEAL, MODIFY BASE CHANNEL AS REQUIRED. Legend: W SS SS SAN WATER MAIN SANITARY SEWER MAIN SEWER MANHOLE FIRE HYDRANT WATER MAIN VALVE BLOWOFF HYDRANT 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C6.02 Main SSWR P&P Horizontal Scale: 0 30' 60' 1" = 30' Main SSWR P&P APPROVED FOR CONSTRUCTION IDAHO ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ 10/14/2021 12/09/21 FP-2021-0057 G G G G G G G G G G G G G G E E E E E E E 2650 2651 76.43' 10' IPCo EASEMENT EXCEPTION 13 45' ROW EXCEPTION 12 S W WV WV 2649 SSMH RIM:2651.32 8"PVC IE-WST:2628.85 8"PVC IE-EST:2628.95 6" PVC IE-NTH/STH:2629.0 N89°46 APPROX. LOCATION OF SEWER STUB SAN IV IV IRR T C IV IV IV E IV E E E IV IRR WV OS OS IV CO RD CO RD T T T T EE T E E OS OS WV W W S S T W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD W R/W R/W R/W R/W R/W R/W R/W R/W EP W W W W W W W W W W W W W W W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W W W W W SAN SAN FS MTR SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD M W SD W MW EP R/W R/W CO CO CO CO CO CO CO CO 10+00 11+00 12+00 13+00 14+00 14+74 16+75 16+00 15+00 STRUCTURE - (1) 60-IN MH PER ISPWC SD-502 STA: 10+00, 0.00' RIM: 2650.00± IE IN: 2631.31, 8-IN PVC (E) IE IN: 2631.31, 8-IN PVC (W) IE OUT: 2631.21, 8-IN PVC (S) 377-LF OF 8-IN PVC AT 0.44% STRUCTURE - (2) 60-IN MH PER ISPWC SD-502 STA: 13+76.51, 0.00' RIM: 2650.30± IE IN: 2629.54, 8-IN PVC (N) IE OUT: 2629.44, 8-IN PVC (S) STRUCTURE - (3) EXISTING SSMH STA: 14+64, 0.00' RIM: 2651.32± IE IN: 2629.00, 8-IN PVC (N) 87-LF OF EXISTING 8-IN PVC AT 0.50% (ESTIMATED) 354-LF OF 8-IN PVC AT 0.45% 92-LF OF 8-IN PVC AT 0.45% WELLS: Sta. 9+00 - 15+50 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' 2625 2630 2635 2640 2645 2650 2655 2625 2630 2635 2640 2645 2650 2655 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 EXISTING GROUND SURFACE (SHOWN APPROX.) 377-LF OF 8-IN PVC AT 0.44% 87-LF OF 8-IN PVC AT 0.50% (ESTIMATED) EXISTING 12-IN PVC CROSSING STRUCTURE - (2) 60-IN MH PER ISPWC SD-502 STA: ???, ???'??? RIM: 2650.30± IE IN: 2629.54, 8-IN PVC (N) IE OUT: 2629.44, 8-IN PVC (S) STRUCTURE - (3) EXISTING SSMH STA: 14+64, 0.00' RIM: 2651.32± IE IN: 2629.00, 8-IN PVC (N) STRUCTURE - (1) 60-IN MH PER ISPWC SD-502 STA: 10+00, 0.00' RIM: 2650.00± IE IN: 2631.31, 8-IN PVC (E) IE IN: 2631.31, 8-IN PVC (W) IE OUT: 2631.21, 8-IN PVC (S) 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEETS C1.00 AND C3.00 2. COORDINATE WITH BUILDING MECHANICAL PLANS FOR CONTINUATION OF ALL UTILITIES FROM THE STUB LOCATIONS SHOWN 3. SEE SHEETS C5.00 - C5.06 FOR ALL OTHER UTILITY INFORMATION. Sheet Notes: Keynotes: 1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C3.00. 2. POTABLE/NON-POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET C3.00. 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3 3. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3 4. CORE DRILL AND CONNECT TO EXISTING SEWER MANHOLE AT ELEVATION INDICATED, MATCH EXISTING INVERT "IN" SUCH THAT POSITIVE FLOW IS MAINTAINED THROUGH MANHOLE, INSTALL KOR-N-SEAL BOOT TO ENSURE WATERTIGHT SEAL, MODIFY BASE CHANNEL AS REQUIRED. Legend: W SS SS SAN WATER MAIN SANITARY SEWER MAIN SEWER MANHOLE FIRE HYDRANT WATER MAIN VALVE BLOWOFF HYDRANT Horizontal Scale: 0 30' 60' 1" = 30' Wells SSWR P&P 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C6.01 Wells SSWR P&P APPROVED FOR CONSTRUCTION IDAHO ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ 10/14/2021 12/09/21 FP-2021-0057 T T T SD R/W R/W R/W H G D D D T T SS SS SS SS W W SS W EG X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EG EG EG EG EG EG EG EG EG EG EG EG TOP TOP TOP TOP TOP TOP FL FL FL SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E EE S S S WV WV W W WV WV WV IRR SAN IV IV IRR T C IV IV IV E IV E E E IV IRR OS OS WV OS OS OS OS IV IV CO RD CO RD TT T T T T EE T EE OS OS WV D W W S S T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EP W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R/W R/W R/W R/W R/W R/W R/W GIRR GIRR GIRR GIRR GIRR G IRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GMTR W W W SS SS SS SS SS SS SS SS SS SAN SANSAN SAN SAN SAN SAN MTR MTR FS MTR MTR FS MTR MTR FS W FS MTR FS MTR MTR MTR FS MTR SAN MTR C O CO 6''SS CO 6''SS CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO MTR GIRR GIRR SAN SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD M W SD SD MW MW MW MW MW MW MW MW MW MW MW MW MW MW EP R/W R/W EP W W MTR MTR SD SD CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO GIRR GIRR GIRR GIRR 6 6 6 6 6 6 6 6 6 6 6 5 3 1 12 12 1 1 1 1 3 4 1 3 1 1 1 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 7 7 2 7 7 7 7 7 7 3 3 3 2&8 11 11 2 2&8 4 4 4 4 4 2 1 2 WELLS MAIN NORTH NORTH SOUTH MAIN OVERLAND ROAD OVERLAND ROAD 3 235-LF 8-IN C900 66-LF 8-IN C900 106-LF 8-IN C900 122-LF 8-IN C900 66-LF 8-IN C900 16-LF 8-IN C900 6-LF 8-IN C900 245-LF 8-IN C900 111-LF 8-IN C900 23-LF 8-IN C900 41-LF 8-IN C900 135-LF 8-IN C900 64-LF 8-IN C900 71-LF 8-IN C900 32-LF 8-IN C900 104-LF 8-IN C900 234-LF 8-IN C900 51-LF 8-IN C900 78-LF 8-IN C900 264-LF 8-IN C900 23-LF 8-IN C900 14-LF 8-IN C900 C6.01 C6.02 C6.03 C6.04 28-LF 8-IN C900 2 1 1 2 2 1 2 1 13 5 13 7 13 7 9 8 1 7 13 7 13 1 13 1 1 1 1 13 13 7 7 2&8 1 1 13 13 7 2 13 14 14 Horizontal Scale: 0 40' 80' 1" = 40' Overall Utility Plan 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 # Legend: W SS SS SAN WATER MAIN SANITARY SEWER MAIN SANITARY SEWER MANHOLE FIRE HYDRANT WATER MAIN VALVE BLOWOFF HYDRANT THRUST BLOCK C6.00 Overall Utility Plan Sheet Notes: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. Water Keynotes: 1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C3.00 AND IDAHO STATE PLUMBING CODE FOR SEPARATION REQUIREMENTS. 2. INSTALL THRUST BLOCK PER ISPWC SD-403. 3. INSTALL 8-IN 11.25-DEGREE (MJ x MJ) BEND. 4. INSTALL 8-IN x 8-IN (MJ x FL) TEE AND TWO (2) 8-IN (FL x MJ) GATE VALVES. 5. INSTALL 2-IN BLOWOFF ASSEMBLY (FUTURE WATER MAIN EXTENSION) PER CITY OF MERIDIAN STANDARD DRAWING W13. 6. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W8. 7. INSTALL 4-IN WATER METER TO 6-IN C900 PVC OUTLET PER CITY OF MERIDIAN STANDARD DRAWING NO. W5, SEE MECHANICAL FOR CONTINUATION INTO BUILDING. 8. INSTALL 8-IN 45-DEGREE (MJ x MJ) BEND. 9. INSTALL 8-IN 22.5-DEGREE (MJ x MJ) BEND. 10. INSTALL 8-IN x 8-IN (MJ x FL) CROSS AND THREE (3) 8-IN (FL x MJ) GATE VALVES. 11. INSTALL ONE (1) 8-IN (MJ x MJ) GATE VALVE. 12. CONNECT TO EXISTING WATER MAIN STUB AT THIS APPROXIMATE LOCATION. 13. INSTALL X-IN X 8-IN TEE WITH X-IN GATE VALVE (MATCH CONNECTED LINE SIZE) PER CITY OF MERIDIAN STANDARD DRAWING W11 AND THRUST BLOCK PER ISPWC SD-403. 14. INSTALL 4-IN IRRIGATION SERVICE CONNECTION, METER AND VAULT PER CITY OF MERIDIAN STANDARD DRAWING W5, REFER TO LANDSCAPE DRAWINGS FOR BACKFLOW PREVENTION AND LANDSCAPE IRRIGATION SERVICE. Sewer Keynotes: # 1. INSTALL STANDARD 48-IN SANITARY SEWER MANHOLE TYPE A PER ISPWC SD-501, SEE PLAN AND PROFILE DRAWINGS FOR MORE INFORMATION. 2. INSTALL 8-IN SDR 35 PVC GRAVITY SEWER PIPE PER ISPWC DIVISION 500, SEE PLAN AND PROFILE DRAWINGS FOR MORE INFORMATION. 3. INSTALL SANITARY SEWER PIPING TO LOCATION SHOWN FOR FUTURE GRAVITY SEWER CONNECTION, INSTALL STANDARD SERVICE MARKER PER ISPWC SD-512, EXTEND TOP MARKER TO BOTTOM CRUSHED BASE IN GRAVEL OR PAVED AREAS AND TO BOTTOM OF TOPSOIL PLACEMENT IN LANDSCAPE AREAS. 4. CONNECT TO EXISTING SANITARY SEWER MAIN STUB, MATCH INVERT ELEVATION OF EXISTING PIPE. APPROVED FOR CONSTRUCTION IDAHO ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ 10/14/2021 12/09/21 FP-2021-0057 PVC END CAP, SOLVENT WELD OR GASKETED (WATERTIGHT) 12" 6" FINISH GRADE 18" 18" 24" DIA. 24" 6" PLAN VIEW CONCRETE COLLAR IN NON-TRAFFIC AREAS PLAN VIEW CONCRETE COLLAR IN TRAFFIC AREAS SECTION CONCRETE COLLAR (2) #4 REBAR HOOPS WITH #4 VERTICALS 12" 36" 12" WELL COVER. 8" Ø WATERTIGHT GALVANIZED STEEL COVER AND CANISTER PVC CAP, GASKETED (WATERTIGHT) CONCRETE COLLAR, CLASS 3000 (ISPWC 703) THREE 6" Ø COILS 6" Ø PVC (ASTM D-3034 SDR 35) 2 STAINLESS STEEL HOSE CLAMPS AT 3" SPACING. SECURE GEOTEXTILE IN PLACE WRAP PORTION OF PIPE IN SAND WITH GEOTEXTILE (TYPE 1 PER ISPWC SECTION 2060) 6" Ø PERFORATE PIPE (ASTM D-3035 SDR 35 WITH 6 3/8" Ø HOLES SPACED 3" O.C. ASTM C-33 FILTER SAND NO. 12 AWG. GALVANIZED FINDER WIRE NOTE: 1. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY 3 Monitoring Well Scale: NTS 8'-10" 5" 5'-7" ID 6" 6'-6" 3'-11" 1'-8" 2' 3'-7" 6' 4'-10" 1'-6" CL 8'-10-1/2" 8'-3" 4'-3" 4'-10-1/2" (6) - 18" x 24" KNOCKOUT PANELS (2X) 1 EACH SIDE (4x) 2 EACH SIDE SEE NOTE 1 (2) - 24" Ø HOLE THRU FOR MANHOLE ACCESS. SEE NOTES 2 AND 3 NOTES: 1. ALL HOLES FOR INLET/OUTLET PIPES SHALL BE CORE DRILLED. PROVIDE A FLEXIBLE MANHOLE CONNECTOR (KOR-N-SEAL OR APPROVED SUBSTITUTION). 2. PROVIDE STANDARD MANHOLE FRAME, COVER AND RISER PER ISPWC SD-617. CONSTRUCT CONCRETE COLLAR PER ISPWC SD-616. 3. COORDINATE WITH SITE GRADING AND DRAINAGE PLAN FOR LOCATIONS OF GRATED INLETS. INLET SIZE AND LOCATION VARY. REFER TO DRAINAGE PLAN (TYP. ALL) A A PLAN SECTION AA PROFILE 4' 3'-8" SUMP ELEVATION PER PLANS IE IN PER PLANS IE OUT PER PLANS 2 Oldcastle 1000 Gal. S/G Trap Scale: NTS 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C5.50 Drainage Details SOLID WALL PVC PIPE. EXTEND 1 FOOT INTO DRAIN ROCK. LENGTH VARIES. SEE PLANS WIDTH VARIES. SEE PLANS PLAN PROFILE SAND AND GREASE TRAP. INLET AND OUTLET LOCATIONS VARY. SEE PER PLANS PERFORATED STORM DRAIN PIPE. SIZE AND ELEVATION PER PLANS. FINISH GRADE VARIES 1-FT MIN. COVER 6" MIN. TOP OF ROCK. ELEVATION PER PLANS. BOTTOM OF ROCK. ELEVATION PER PLANS. 18" OF ASTM C33 FILTER SAND SEASONAL HIGH GROUND WATER NATIVE FREE DRAINING SOILS. OVER-EXCAVATE TO FREE DRAINING SOILS PER PLAN (WHERE INDICATED) NATIVE FREE DRAINING SOILS. OVER-EXCAVATE TO FREE DRAINING SOILS PER PLAN (WHERE INDICATED) 1 ' MIN. OVERLAP AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE ON TOP AND SIDES, INSTALL VISQUEEN OUTSIDE OF FILTER FABRIC ON SIDES OF SEEPAGE BED CLOSER THAN 25-FT TO WATER MAINS 3 INCH WASHED DRAIN ROCK PER ISPWC SECTION 801 PERFORATED PIPE SIZE AS NOTED. FINISH GRADE WIDTH VARIES. SEE PLANS DEPTH PER PLANS SECTION A-A A A 1' END CAP NOTES: 1. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO TRENCH CONSTRUCTION AND SHALL VERIFY ALL MATERIALS, LOCATIONS AND SIZES. 2. MINIMUM SEPARATION FROM THE BOTTOM OF ANY INFILTRATION FACILITY TO SEASONAL HIGH GROUND WATER OR BED ROCK IS 3 FEET. CONTRACTOR SHALL NOTIFY THE DESIGNER ENGINEER IMMEDIATELY IF GROUND WATER OR BEDROCK IS ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION OF ANY INFILTRATION FACILITY. 3. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR WILL NEED TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED CRITERIA. 4. GROUND WATER AND SOIL DATA FOR THIS SITE IS BASED UPON ATLAS's GEOTECHNICAL ENGINEERING REPORT FILE NO. B201400g DATED 10-19-2020 AND SUBSEQUENT AMENDMENTS. 1 Standard Seepage Bed SCALE: NTS MONITORING WELL PER DETAIL 3 THIS SHEET 3' MIN. APPROVED FOR CONSTRUCTION I D AHO 24" MIN. NOTE: 1. ALL PIPE CONNECTIONS/JOINTS SHALL BE SEALED WATER TIGHT. 8”x8”x 3 16” GALVANIZED STEEL PLATE WITH CUTOUT MATCHING PROFILE OF DOWNSPOUT. PLATE SHALL LIE FLAT ON SURFACE OF FINISHED GRADE AND BE ABLE TO SLIDE UP DOWNSPOUT FOR MAINTENANCE. DOWNSPOUT SHALL PROTRUDE DOWN THROUGH PLATE SO THE PLATE CANNOT BE REMOVED WITHOUT FIRST REMOVING DOWNSPOUT. PAINT SIDES AND EDGES OF PLATE TO MATCH COLOR OF DOWNSPOUT. COVER PLATE. SEE ENLARGEMENT. 8" SQ. R 1 2 " (TYP) PVC PIPE BELOW CUT FLUSH WITH FINISHED GRADE BUILDING WALL PIPE CUT FLUSH WITH FINISHED GRADE STORM DRAIN PIPING, BEND AND REDUCER AS NEEDED TO ESTABLISHED DEPTH. SLOPE AT 2.0% MIN. EXTEND PER PLAN. PROVIDE APPROPRIATELY SIZED TEE, WYE, CROSS OR REQUIRED FITTINGS AS NEEDED AT CONNECTION POINT WITH MAINLINE STORM DRAIN. DOWNSPOUT PER ARCHITECT FINISH GRADE PER PLAN Scale: NTS Gutter Downspout Connection 6 A SECTION A-A A PROFILE MECHANICAL PLUG 45° BEND WYE FITTING 12" 4" 12" 4" 6" 6" FIBER JOINT PACK 6" Ø SOLID BRASS BOLT-DOWN COVER WITH FRAME. COVER TO BE STAMPED "STORM". SEE NOTES 5 AND 6. TYPE 1 BEDDING MATERIAL 12" (SEE NOTES 5 AND 6) 18" MIN. MISSION COUPLER OR APPROVED EQUAL SERVICE LINE PER PLAN 1 '-6" (SEE NOTES 5 AND 6) NOTES: 1. ALL FITTINGS SHALL BE WATER TIGHT. 2. ALL REDUCING TEES AND COUPLERS SHALL BE ECCENTRIC WITH MATCHING INVERT ELEVATIONS. 3. ALL PIPE SHALL BE INSTALLED PER ISPWC SD-301 AND SD-302. 4. ALL PIPE SHALL BE ASTM D 3034 SDR 35 SOLID WALL PVC OR AASHTO M 252 TYPE S OR D HDPE (ADS N-12 OR EQUAL). SIZE PER PLAN. 5. OMIT CONCRETE COLLAR IN CONCRETE PAVEMENT AREAS. COORDINATE WITH SITE LAYOUT AND MATERIALS PLAN. 6. COLLAR, FRAME, AND COVER SHOWN IN NON-TRAFIC AREAS. INSTALL CLEANOUT PER ISPWC SD-506A IN ALL TRAFFIC AREAS. 4 Cleanout Detail Scale: NTS ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ 10/14/2021 12/09/21 FP-2021-0057 6''SS 6''SS 6''SS 6''SS 6''SS 6''SS CO CO CO CO CO GIRR SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW MW MATCH LINE - AREA 6 MATCH LINE - AREA 5 MATCH LINE - AREA 6 MATCH LINE - AREA 4 CO CO CO CO CO CO GIRR SEEPAGE BED 11 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 135'L x 10'W x 9'D · STORAGE VOL: 4,860-CF · TOP OF ROCK: 2652.60' · 12" PERF. PIPE: 2647.24' · BOTTOM OF ROCK: 2643.60' · BOTTOM OF SAND: 2642.10' SEEPAGE BED 14 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 100'L x 10'W x 5'D · STORAGE VOL: 2,000-CF · TOP OF ROCK: 2651.03' · 12" PERF. PIPE: 2648.90' · BOTTOM OF ROCK: 2646.03' · BOTTOM OF SAND: 2644.53' SD S&G 11.2 SD S&G 14.1 SD MH 11 SD DI 11.5 SD DI 11.6 SD DI 14.3 SD DI 14.2 SD DI 11.7 SD S&G 14.2 SD DI 11.8 SD DI 14.1 SD DI 14.5 SD MH 13 SD DI 14.4 SD DI 10.4 SD DI 13.6 SD DI 13.5 SD DI 10.5 42-LF OF 6-IN PVC AT 1.00% 38-LF OF 6-IN PVC AT 1.00% 4-LF OF 8-IN PVC AT 1.00% 55-LF OF 6-IN PVC AT 1.00% 39-LF OF 6-IN PVC AT 1.00% 24-LF OF 6-IN PVC AT 1.00% 37-LF OF 8-IN PVC AT 1.00% 98-LF OF 12-IN PERFORATED HDPE AT 0.00% 41-LF OF 6-IN PVC AT 1.00% 23-LF OF 8-IN PVC AT 1.00% 43-LF OF 8-IN PVC AT 1.00% 24-LF OF 8-IN PVC AT 1.00% 59-LF OF 6-IN PVC AT 1.00% 26-LF OF 6-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 38-LF OF 6-IN PVC AT 1.00% 9-LF OF 8-IN PVC AT 1.00% 133-LF OF 12-IN PERFORATED HDPE AT 0.00% 76-LF OF 8-IN PVC AT 1.00% 22-LF OF 8-IN PVC AT 1.00% 128-LF OF 8-IN PVC AT 1.00% 8-LF OF 6-IN PVC AT 1.00% 133-LF OF 8-IN PVC AT 1.00% 64-LF OF 8-IN PVC AT 1.00% 82-LF OF 8-IN PVC AT 1.00% 12-LF OF 6-IN PVC AT 1.00% 98-LF OF 8-IN PVC AT 1.00% 12-LF OF 6-IN PVC AT 1.00% 134-LF OF 8-IN PVC AT 1.00% 17-LF OF 6-IN PVC AT 1.00% 156-LF OF 8-IN PVC AT 1.00% 20-LF OF 8-IN PVC AT 1.00% 10' 135' 10' 100' 4-IN CO PER ISPWC SD-506A RIM: 2653.66± IE: 2648.92, 8-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.44± IE: 2647.48, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.52± IE: 2650.86, 8-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.45± IE: 2650.16, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.54± IE IN: 2649.06, 8-IN PVC (S) IE IN: 2649.06, 6-IN PVC (N) IE OUT: 2649.06, 8-IN PVC (E) 4-IN CO PER ISPWC SD-506A RIM: 2652.38± IE OUT: 2650.12, 8-IN PVC (W) 4-IN CO PER ISPWC SD-506A RIM: 2653.78± IE: 2651.59, 6-IN PVC 3 1 3 1 7 7 4-LF 6-IN SD AT 1.00% MIN 4-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 29-LF 6-IN SD AT 1.00% MIN 32-LF 6-IN SD AT 1.00% MIN 31-LF 6-IN SD AT 1.00% MIN 32-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 10-LF 6-IN SD AT 1.00% MIN 17-LF 6-IN SD AT 1.00% MIN 30-LF 6-IN SD AT 1.00% MIN 26-LF 6-IN SD AT 1.00% MIN 22-LF 6-IN SD AT 1.00% MIN 15-LF 6-IN SD AT 1.00% MIN 13-LF 6-IN SD AT 1.00% MIN 22-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 7-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 7-LF 6-IN SD AT 1.00% MIN 9-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 14-LF 6-IN SD AT 1.00% MIN 4 4 4 5 4 4 4 4 4 Keynotes: CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. 1. INSTALL SEEPAGE BED PER DETAIL 1/C5.50. DIMENSIONS AND ELEVATIONS PER PLAN. 2. CONNECT GUTTER DOWNSPOUT TO CONVEYANCE SYSTEM PER DETAIL 6/C5.50. INVERT ELEVATIONS PER PLANS. COORDINATE DOWNSPOUT LOCATION WITH ARCHITECTURAL PLANS. 3. INSTALL MONITORING WELL PER DETAIL 3/C5.50 4. POTABLE/NON-POTABLE CROSSING THIS LOCATION. MAINTAIN SEPARATION REQUIREMENTS PER SHEET NOTE 3. 5. UTILITY CROSSING THIS GENERAL LOCATION. COORDINATE WITH UTILITY PLAN C6.00 6. INSTALL NYLOPLAST 12" INLINE DRAIN WITH AN ADA-COMPLIANT LOCKING PEDESTRIAN H-10 GRATE. PART # 2712AG12PL. 7. INSTALL 4" K100 SERIES ACO CHANNEL DRAIN. Sheet Notes: 1. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE APPROXIMATE. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR ITS CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT "DIG LINE" 48 HOURS PRIOR TO ANY EXCAVATION. 1-800-342-1585. 2. PRESERVE AND PROTECT ALL FACILITIES OUTSIDE OF THE PROJECT AREA. 3. THE HORIZONTAL SEPARATION OF THE WATER AND SEWER OR STORM DRAIN MAINS SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR STORM DRAIN AND WATER TO CROSS EACH OTHER AND THE STORM DRAIN LINE IS LESS THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN, THE STORM DRAIN LINE CROSSING SHALL BE PVC PRESSURE PIPE CONFORMING TO AWWA C-900 OR ASTM D2241, FOR A DISTANCE OF 10-FT ON BOTH SIDES OF WATER LINE. ONE FULL LENGTH OF STORM DRAIN MAIN SHALL BE CENTERED OVER THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. 4. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDING CONNECTION POINTS WITH BUILDING PLUMBING AND PLUMBING CONTRACTOR PRIOR TO COMMENCING WORK. 5. PIPE LENGTHS SPECIFIED ARE FROM FITTING TO FITTING OR FITTING TO CONNECTION POINT AND ARE SHOWN FOR CONVENIENCE ONLY AS ACTUAL INSTALLED LENGTH MAY VARY FROM PLAN. CONTRACTORS SHALL VERIFY ALL UTILITY ROUTES AND LENGTHS. 6. ALL STORM DRAIN PIPE SHALL BE N-12 ADS, PVC ASTM D3034 PIPE, OR APPROVED EQUAL. Structure Table STRUCTURE NAME SD DI 11.1 SD DI 11.2 SD DI 11.3 SD DI 11.4 SD DI 11.5 SD DI 11.6 SD DI 11.7 SD DI 11.8 SD MH 11 SD S&G 11.1 SD S&G 11.2 STRUCTURE DETAILS RIM: 2653.20 SUMP: 2646.94 INV OUT: 2647.94 (N) RIM: 2652.90 SUMP: 2647.07 INV OUT: 2648.07 (N) RIM: 2653.08 SUMP: 2646.82 INV IN: 2647.82 (S) INV OUT: 2647.82 (E) RIM: 2652.86 SUMP: 2646.95 INV IN: 2647.95 (S) INV OUT: 2647.95 (W) RIM: 2653.10 SUMP: 2646.75 INV OUT: 2647.75 (E) RIM: 2653.10 SUMP: 2646.88 INV OUT: 2647.88 (W) RIM: 2652.73 SUMP: 2647.62 INV OUT: 2648.62 (E) RIM: 2652.23 SUMP: 2647.95 INV OUT: 2648.95 (SW) RIM: 2653.18 SUMP: 2647.26 INV IN: 2648.36 (NE) INV IN: 2648.36 (W) INV OUT: 2648.26 (S) RIM: 2653.51 SUMP: 2646.40 INV IN: 2647.57 (E) INV IN: 2647.57 (W) INV OUT: 2647.40 (N) RIM: 2653.56 SUMP: 2646.33 INV IN: 2647.50 (W) INV IN: 2647.50 (E) INV IN: 2647.50 (N) INV OUT: 2647.33 (S) Structure Table STRUCTURE NAME SD DI 14.1 SD DI 14.2 SD DI 14.3 SD DI 14.4 SD DI 14.5 SD S&G 14.1 SD S&G 14.2 STRUCTURE DETAILS RIM: 2652.22 SUMP: 2648.99 INV OUT: 2649.99 (SE) RIM: 2653.09 SUMP: 2648.83 INV OUT: 2649.83 (S) RIM: 2653.10 SUMP: 2648.68 INV OUT: 2649.68 (N) RIM: 2651.94 SUMP: 2648.91 INV OUT: 2649.91 (SW) RIM: 2651.99 SUMP: 2648.73 INV OUT: 2649.73 (N) RIM: 2653.51 SUMP: 2648.27 INV IN: 2649.44 (NW) INV IN: 2649.44 (N) INV IN: 2649.44 (S) INV OUT: 2649.27 (E) RIM: 2652.45 SUMP: 2648.33 INV IN: 2649.50 (NE) INV IN: 2649.50 (S) INV OUT: 2649.33 (W) Horizontal Scale: 0 20' 40' 1" = 20' Drainage Plan-Area 6 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C5.06 Drainage Plan - Area 6 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW MW MW MATCH LINE - AREA 6 MATCH LINE - AREA 5 MATCH LINE - AREA 5 MATCH LINE - AREA 3 EP EP EP W W MTR CO CO CO CO CO CO CO CO CO CO CO CO CO GIRR SEEPAGE BED 10 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 120'L x 12'W x 8'D · STORAGE VOL: 4,608-CF · TOP OF ROCK: 2651.03' · 12" PERF. PIPE: 2645.22' · BOTTOM OF ROCK: 2642.03' · BOTTOM OF SAND: 2640.53' SEEPAGE BED 12 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 115'L x 10'W x 9'D · STORAGE VOL: 4,140-CF · TOP OF ROCK: 2650.38' · 12" PERF. PIPE: 2646.18' · BOTTOM OF ROCK: 2641.38' · BOTTOM OF SAND: 2639.88' SEEPAGE BED 13 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 95'L x 10'W x 8'D · STORAGE VOL: 3,040-CF · TOP OF ROCK: 2650.84' · 12" PERF. PIPE: 2648.12' · BOTTOM OF ROCK: 2642.84' · BOTTOM OF SAND: 2641.34' SD DI 14.1 SD S&G 10.1 SD MH 13 SD S&G 10.2 SD S&G 12.1 SD S&G 13.2 SD S&G 13.1 SD DI 10.4 SD DI 13.6 SD DI 10.2 SD DI 13.5 SD DI 10.5 SD DI 10.6 SD DI 10.1 SD DI 12.2 SD DI 13.1 SD DI 13.3 SD DI 13.2 SD DI 13.4 SD DI 12.1 SD S&G 12.2 SD DI 12.3 SD DI 12.4 SD DI 12.6 SD DI 12.5 38-LF OF 6-IN PVC AT 1.00% 30-LF OF 6-IN PVC AT 1.00% 17-LF OF 8-IN PVC AT 1.00% 113-LF OF 12-IN PERFORATED HDPE AT 0.00% 12-LF OF 8-IN PVC AT 1.00% 38-LF OF 8-IN PVC AT 1.00% 12-LF OF 8-IN PVC AT 1.00% 25-LF OF 8-IN PVC AT 1.00% 17-LF OF 8-IN PVC AT 1.00% 11-LF OF 6-IN PVC AT 1.00% 38-LF OF 6-IN PVC AT 1.00% 24-LF OF 8-IN PVC AT 1.00% 42-LF OF 6-IN PVC AT 1.00% 38-LF OF 6-IN PVC AT 1.00% 39-LF OF 6-IN PVC AT 1.00% 54-LF OF 8-IN PVC AT 1.00% 20-LF OF 8-IN PVC AT 0.40% 93-LF OF 12-IN PERFORATED HDPE AT 0.00% 27-LF OF 8-IN PVC AT 0.56% 55-LF OF 6-IN PVC AT 1.00% 24-LF OF 6-IN PVC AT 1.00% 79-LF OF 6-IN PVC AT 4.07% 25-LF OF 6-IN PVC AT 1.00% 38-LF OF 6-IN PVC AT 1.00% 24-LF OF 8-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 38-LF OF 8-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 118-LF OF 12-IN PERFORATED HDPE AT 0.00% 19-LF OF 8-IN PVC AT 1.00% 22-LF OF 8-IN PVC AT 1.00% 128-LF OF 8-IN PVC AT 1.00% 8-LF OF 6-IN PVC AT 1.00% 118-LF OF 6-IN PVC AT 1.00% 17-LF OF 6-IN PVC AT 1.00% 49-LF OF 6-IN PVC AT 1.00% 72-LF OF 6-IN PVC AT 1.00% 71-LF OF 6-IN PVC AT 1.00% 92-LF OF 8-IN PVC AT 1.00% 110-LF OF 8-IN PVC AT 1.00% 24-LF OF 6-IN PVC AT 1.00% 95-LF OF 8-IN PVC AT 1.00% 50-LF OF 6-IN PVC AT 1.00% 88-LF OF 8-IN PVC AT 1.00% 25-LF OF 8-IN PVC AT 1.00% 17-LF OF 8-IN PVC AT 1.00% 64-LF OF 8-IN PVC AT 1.00% 17-LF OF 6-IN PVC AT 1.00% 120' 12' 10' 115' 10' 95' 4-IN CO PER ISPWC SD-506A RIM: 2651.68± IE: 2649.04, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2651.71± IE: 2648.67, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.09± IE OUT: 2649.98, 6-IN PVC (W) 4-IN CO PER ISPWC SD-506A RIM: 2652.37± IE: 2649.32, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.34± IE: 2646.81, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.44± IE: 2647.48, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.52± IE: 2650.86, 8-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.21± IE: 2648.20, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.38± IE OUT: 2650.12, 8-IN PVC (W) 4-IN CO PER ISPWC SD-506A RIM: 2652.25± IE: 2649.15, 8-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.10± IE: 2649.99, 8-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.01± IE: 2649.11, 8-IN PVC 3 1 3 1 3 1 6 7 13-LF 6-IN SD AT 1.00% MIN 20-LF 6-IN SD 16-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 4-LF 6-IN SD AT 1.00% MIN 4-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 41-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD 8-LF 6-IN SD AT 1.00% MIN AT 1.00% MIN 17-LF 6-IN SD AT 1.00% MIN 19-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 13-LF 6-IN SD AT 1.00% MIN 35-LF 6-IN SD AT 1.00% MIN 7-LF 6-IN SD AT 1.00% MIN 59-LF 6-IN SD AT 1.00% MIN 22-LF 6-IN SD AT 1.00% MIN 20-LF 6-IN SD AT 1.00% MIN 4-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 7-LF 6-IN SD AT 1.00% MIN 9-LF 6-IN SD AT 1.00% MIN 7-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 7-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 3-LF 6-IN SD AT 1.00% MIN 12-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 4 4 4 4 4 4 4 5 Keynotes: CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. 1. INSTALL SEEPAGE BED PER DETAIL 1/C5.50. DIMENSIONS AND ELEVATIONS PER PLAN. 2. CONNECT GUTTER DOWNSPOUT TO CONVEYANCE SYSTEM PER DETAIL 6/C5.50. INVERT ELEVATIONS PER PLANS. COORDINATE DOWNSPOUT LOCATION WITH ARCHITECTURAL PLANS. 3. INSTALL MONITORING WELL PER DETAIL 3/C5.50 4. POTABLE/NON-POTABLE CROSSING THIS LOCATION. MAINTAIN SEPARATION REQUIREMENTS PER SHEET NOTE 3. 5. UTILITY CROSSING THIS GENERAL LOCATION. COORDINATE WITH UTILITY PLAN C6.00 6. INSTALL NYLOPLAST 12" INLINE DRAIN WITH AN ADA-COMPLIANT LOCKING PEDESTRIAN H-10 GRATE. PART # 2712AG12PL. 7. INSTALL 4" K100 SERIES ACO CHANNEL DRAIN. Sheet Notes: 1. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE APPROXIMATE. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR ITS CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT "DIG LINE" 48 HOURS PRIOR TO ANY EXCAVATION. 1-800-342-1585. 2. PRESERVE AND PROTECT ALL FACILITIES OUTSIDE OF THE PROJECT AREA. 3. THE HORIZONTAL SEPARATION OF THE WATER AND SEWER OR STORM DRAIN MAINS SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR STORM DRAIN AND WATER TO CROSS EACH OTHER AND THE STORM DRAIN LINE IS LESS THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN, THE STORM DRAIN LINE CROSSING SHALL BE PVC PRESSURE PIPE CONFORMING TO AWWA C-900 OR ASTM D2241, FOR A DISTANCE OF 10-FT ON BOTH SIDES OF WATER LINE. ONE FULL LENGTH OF STORM DRAIN MAIN SHALL BE CENTERED OVER THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. 4. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDING CONNECTION POINTS WITH BUILDING PLUMBING AND PLUMBING CONTRACTOR PRIOR TO COMMENCING WORK. 5. PIPE LENGTHS SPECIFIED ARE FROM FITTING TO FITTING OR FITTING TO CONNECTION POINT AND ARE SHOWN FOR CONVENIENCE ONLY AS ACTUAL INSTALLED LENGTH MAY VARY FROM PLAN. CONTRACTORS SHALL VERIFY ALL UTILITY ROUTES AND LENGTHS. 6. ALL STORM DRAIN PIPE SHALL BE N-12 ADS, PVC ASTM D3034 PIPE, OR APPROVED EQUAL. Structure Table STRUCTURE NAME SD DI 10.1 SD DI 10.2 SD DI 10.3 SD DI 10.4 SD DI 10.5 SD DI 10.6 SD DI 10.7 SD DI 10.8 SD S&G 10.1 SD S&G 10.2 STRUCTURE DETAILS RIM: 2651.43 SUMP: 2648.28 INV OUT: 2649.28 (E) RIM: 2651.54 SUMP: 2644.95 INV IN: 2646.05 (W) INV OUT: 2645.95 (S) RIM: 2651.54 SUMP: 2645.08 INV OUT: 2646.08 (N) RIM: 2651.70 SUMP: 2645.23 INV OUT: 2646.23 (SW) RIM: 2651.48 SUMP: 2644.89 INV IN: 2645.99 (NE) INV OUT: 2645.89 (S) RIM: 2651.48 SUMP: 2645.02 INV IN: 2646.12 (SE) INV OUT: 2646.02 (N) RIM: 2651.45 SUMP: 2645.34 INV IN: 2646.44 (S) INV OUT: 2646.34 (NW) RIM: 2651.70 SUMP: 2646.30 INV OUT: 2647.30 (N) RIM: 2651.97 SUMP: 2644.53 INV IN: 2645.70 (N) INV IN: 2645.70 (S) INV OUT: 2645.53 (E) RIM: 2651.91 SUMP: 2644.47 INV IN: 2645.64 (N) INV IN: 2645.64 (S) INV OUT: 2645.47 (W) Structure Table STRUCTURE NAME SD DI 12.1 SD DI 12.2 SD DI 12.3 SD DI 12.4 SD DI 12.5 SD DI 12.6 SD S&G 12.1 SD S&G 12.2 STRUCTURE DETAILS RIM: 2651.18 SUMP: 2645.80 INV OUT: 2646.80 (SE) RIM: 2651.41 SUMP: 2645.88 INV OUT: 2646.88 (W) RIM: 2650.70 SUMP: 2645.75 INV IN: 2646.85 (S) INV OUT: 2646.75 (E) RIM: 2650.70 SUMP: 2645.88 INV IN: 2646.98 (S) INV OUT: 2646.88 (W) RIM: 2650.62 SUMP: 2645.97 INV OUT: 2646.97 (N) RIM: 2650.62 SUMP: 2646.10 INV OUT: 2647.10 (N) RIM: 2651.81 SUMP: 2645.33 INV IN: 2646.50 (E) INV IN: 2646.50 (NW) INV OUT: 2646.33 (S) RIM: 2651.15 SUMP: 2645.33 INV IN: 2646.50 (E) INV IN: 2646.50 (W) INV OUT: 2646.33 (N) Structure Table STRUCTURE NAME SD DI 13.1 SD DI 13.2 SD DI 13.3 SD DI 13.4 SD DI 13.5 SD DI 13.6 SD MH 13 SD S&G 13.1 SD S&G 13.2 STRUCTURE DETAILS RIM: 2651.32 SUMP: 2647.96 INV OUT: 2648.96 (E) RIM: 2651.27 SUMP: 2647.75 INV IN: 2648.85 (W) INV OUT: 2648.75 (S) RIM: 2651.29 SUMP: 2647.61 INV OUT: 2648.61 (N) RIM: 2651.25 SUMP: 2647.83 INV OUT: 2648.83 (S) RIM: 2651.51 SUMP: 2648.46 INV OUT: 2649.46 (S) RIM: 2651.64 SUMP: 2648.50 INV OUT: 2649.50 (N) RIM: 2651.97 SUMP: 2647.98 INV IN: 2649.08 (S) INV IN: 2649.08 (N) INV OUT: 2648.98 (W) RIM: 2651.72 SUMP: 2647.20 INV IN: 2648.37 (N) INV IN: 2648.37 (S) INV OUT: 2648.20 (E) RIM: 2651.74 SUMP: 2647.27 INV IN: 2648.44 (N) INV IN: 2648.44 (E) INV OUT: 2648.27 (W) Horizontal Scale: 0 20' 40' 1" = 20' Drainage Plan-Area 5 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C5.05 Drainage Plan - Area 5 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 CO CO CO CO CO CO CO ~ FS MTR SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW MW MW MATCH LINE - AREA 4 MATCH LINE - AREA 3 MATCH LINE - AREA 4 MATCH LINE - AREA 2 MATCH LINE - AREA 6 MATCH LINE - AREA 4 W W W MTR SD SD SD SD CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO SD · SEEPAGE BED 7 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 100'L x 11'W x 9'D · STORAGE VOL: 3,960-CF · TOP OF ROCK: 2652.30' · 12" PERF. PIPE: 2647.94' · BOTTOM OF ROCK: 2643.30' · BOTTOM OF SAND: 2641.80' SEEPAGE BED 8 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 50'L x 10'W x 4.5'D · STORAGE VOL: 900-CF · TOP OF ROCK: 2652.41' · 12" PERF. PIPE: 2649.68' · BOTTOM OF ROCK: 2647.91' · BOTTOM OF SAND: 2646.41' SEEPAGE BED 9 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 40'L x 20'W x 7'D · STORAGE VOL: 2,240-CF · TOP OF ROCK: 2652.48' · 12" PERF. PIPE: 2648.13' · BOTTOM OF ROCK: 2645.48' · BOTTOM OF SAND: 2643.98' SEEPAGE BED 11 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 135'L x 10'W x 9'D · STORAGE VOL: 4,860-CF · TOP OF ROCK: 2652.60' · 12" PERF. PIPE: 2647.24' · BOTTOM OF ROCK: 2643.60' · BOTTOM OF SAND: 2642.10' SD S&G 11.1 SD S&G 9 SD S&G 8.1 SD S&G 7.2 SD DI 11.1 SD S&G 7.1 SD DI 11.3 SD DI 8.1 SD DI 11.2 SD DI 11.4 SD DI 7.4 SD DI 7.5 SD DI 7.3 SD DI 8.3 SD DI 7.2 SD DI 8.2 SD DI 2.7 SD DI 10.4 SD DI 10.8 SD DI 7.1 SD DI 10.5 SD DI 10.7 SD MH 7 24-LF OF 8-IN PVC AT 1.00% 38-LF OF 8-IN PVC AT 1.00% 25-LF OF 8-IN PVC AT 1.00% 133-LF OF 12-IN PERFORATED HDPE AT 0.00% 16-LF OF 8-IN PVC AT 1.00% 22-LF OF 8-IN PVC AT 1.00% 86-LF OF 8-IN PVC AT 1.00% 8-LF OF 6-IN PVC AT 1.00% 46-LF OF 8-IN PVC AT 1.00% 24-LF OF 6-IN PVC AT 1.00% 4-LF OF 8-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 38-LF OF 6-IN PVC AT 1.00% 67-LF OF 6-IN PVC AT 1.00% 34-LF OF 6-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 37-LF OF 6-IN PVC AT 1.00% 24-LF OF 6-IN PVC AT 1.00% 37-LF OF 6-IN PVC AT 1.00% 23-LF OF 6-IN PVC AT 1.00% 16-LF OF 6-IN PVC AT 1.00% 33-LF OF 6-IN PVC AT 1.00% 68-LF OF 6-IN PVC AT 1.00% 28-LF OF 6-IN PVC AT 1.00% 98-LF OF 12-IN PERFORATED HDPE AT 0.00% 31-LF OF 6-IN PVC AT 1.00% 70-LF OF 6-IN PVC AT 1.00% 53-LF OF 6-IN PVC AT 1.00% 16-LF OF 6-IN PVC AT 1.00% 25-LF OF 8-IN PVC AT 1.00% 38-LF OF 8-IN PVC AT 1.00% 21-LF OF 6-IN PVC AT 1.00% 82-LF OF 8-IN PVC AT 1.00% 10-LF OF 8-IN PVC AT 1.00% 49-LF OF 12-IN PERFORATED HDPE AT 0.00% 84-LF OF 8-IN PVC AT 1.00% 133-LF OF 8-IN PVC AT 1.00% 19-LF OF 8-IN PVC AT 1.00% 96-LF OF 8-IN PVC AT 1.00% 158-LF OF 8-IN PVC AT 1.00% 8-LF OF 8-IN PVC AT 1.00% 64-LF OF 8-IN PVC AT 1.00% 82-LF OF 8-IN PVC AT 1.00% 12-LF OF 6-IN PVC AT 1.00% 98-LF OF 8-IN PVC AT 1.00% 12-LF OF 8-IN PVC AT 1.00% 12-LF OF 8-IN PVC AT 1.00% 36-LF OF 8-IN PVC AT 0.00% 100' 11' 10' 50' 20' 40' 135' 39-LF OF 12-IN PERFORATED HDPE AT 0.00% 4-IN CO PER ISPWC SD-506A RIM: 2652.27± IE: 2648.79, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.14± IE IN: 2649.88, 6-IN PVC (W) IE OUT: 2649.88, 8-IN PVC (S) 4-IN CO PER ISPWC SD-506A RIM: 2653.44± IE: 2649.70, 6-IN PVC 4-IN CO PER ISPWC SD-506A 4-IN CO PER ISPWC SD-506A RIM: 2653.06± IE: 2648.91, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.32± IE: 2649.23, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.94± IE: 2648.86, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.52± IE: 2651.10, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.54± IE: 2647.59, 8-IN PVC IE: 2647.59, 8-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.66± IE: 2648.92, 8-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.52± IE: 2650.86, 8-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.45± IE: 2650.16, 6-IN PVC 3 1 1 3 1 3 1 7 8-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 10-LF 6-IN SD AT 1.00% MIN 31-LF 6-IN SD AT 1.00% MIN 15-LF 6-IN SD AT 1.00% MIN 19-LF 6-IN SD AT 1.00% MIN 31-LF 6-IN SD AT 1.00% MIN 31-LF 6-IN SD AT 1.00% MIN 12-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 10-LF 6-IN SD AT 1.00% MIN 4-LF 6-IN SD AT 1.00% MIN 4-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 30-LF 6-IN SD AT 1.00% MIN 26-LF 6-IN SD AT 1.00% MIN 22-LF 6-IN SD AT 1.00% MIN 15-LF 6-IN SD AT 1.00% MIN 13-LF 6-IN SD AT 1.00% MIN 22-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 4 4 5 5 5 4 5 5 4 8-LF OF 6-IN PVC AT 1.00% MIN 171-LF OF 8-IN PVC AT 1.00% 96-LF OF 8-IN PVC AT 1.00% 4-IN CO PER ISPWC SD-506A RIM: 2653.99± IE: 2651.50, 8-IN PVC 96-LF OF 8-IN PVC AT 1.00% 4-IN CO PER ISPWC SD-506A RIM: 2653.82± IE: 2650.54, 8-IN PVC SD DI 9.2 14-LF OF 6-IN PVC AT 1.00% 14-LF OF 6-IN PVC AT 1.00% SD DI 9.1 6 6 4-IN CO PER ISPWC SD-506A RIM: 2653.74± IE: 2647.97, 6-IN PVC 27-LF OF 6-IN PVC AT 1.00% Keynotes: CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. 1. INSTALL SEEPAGE BED PER DETAIL 1/C5.50. DIMENSIONS AND ELEVATIONS PER PLAN. 2. CONNECT GUTTER DOWNSPOUT TO CONVEYANCE SYSTEM PER DETAIL 6/C5.50. INVERT ELEVATIONS PER PLANS. COORDINATE DOWNSPOUT LOCATION WITH ARCHITECTURAL PLANS. 3. INSTALL MONITORING WELL PER DETAIL 3/C5.50 4. POTABLE/NON-POTABLE CROSSING THIS LOCATION. MAINTAIN SEPARATION REQUIREMENTS PER SHEET NOTE 3. 5. UTILITY CROSSING THIS GENERAL LOCATION. COORDINATE WITH UTILITY PLAN C6.00 6. INSTALL NYLOPLAST 12" INLINE DRAIN WITH AN ADA-COMPLIANT LOCKING PEDESTRIAN H-10 GRATE. PART # 2712AG12PL. 7. INSTALL 4" K100 SERIES ACO CHANNEL DRAIN. Sheet Notes: 1. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE APPROXIMATE. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR ITS CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT "DIG LINE" 48 HOURS PRIOR TO ANY EXCAVATION. 1-800-342-1585. 2. PRESERVE AND PROTECT ALL FACILITIES OUTSIDE OF THE PROJECT AREA. 3. THE HORIZONTAL SEPARATION OF THE WATER AND SEWER OR STORM DRAIN MAINS SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR STORM DRAIN AND WATER TO CROSS EACH OTHER AND THE STORM DRAIN LINE IS LESS THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN, THE STORM DRAIN LINE CROSSING SHALL BE PVC PRESSURE PIPE CONFORMING TO AWWA C-900 OR ASTM D2241, FOR A DISTANCE OF 10-FT ON BOTH SIDES OF WATER LINE. ONE FULL LENGTH OF STORM DRAIN MAIN SHALL BE CENTERED OVER THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. 4. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDING CONNECTION POINTS WITH BUILDING PLUMBING AND PLUMBING CONTRACTOR PRIOR TO COMMENCING WORK. 5. PIPE LENGTHS SPECIFIED ARE FROM FITTING TO FITTING OR FITTING TO CONNECTION POINT AND ARE SHOWN FOR CONVENIENCE ONLY AS ACTUAL INSTALLED LENGTH MAY VARY FROM PLAN. CONTRACTORS SHALL VERIFY ALL UTILITY ROUTES AND LENGTHS. 6. ALL STORM DRAIN PIPE SHALL BE N-12 ADS, PVC ASTM D3034 PIPE, OR APPROVED EQUAL. Structure Table STRUCTURE NAME SD DI 7.1 SD DI 7.2 SD DI 7.3 SD DI 7.4 SD DI 7.5 SD MH 7 SD S&G 7.1 SD S&G 7.2 STRUCTURE DETAILS RIM: 2651.52 SUMP: 2648.41 INV OUT: 2649.41 (SE) RIM: 2652.70 SUMP: 2647.64 INV OUT: 2648.64 (S) RIM: 2652.81 SUMP: 2647.76 INV OUT: 2648.76 (N) RIM: 2652.86 SUMP: 2647.66 INV OUT: 2648.66 (S) RIM: 2652.81 SUMP: 2647.79 INV OUT: 2648.79 (N) RIM: 2652.93 SUMP: 2647.73 INV IN: 2648.73 (NW) INV OUT: 2648.73 (E) RIM: 2653.18 SUMP: 2647.22 INV IN: 2648.39 (W) INV IN: 2648.39 (N) INV IN: 2648.39 (S) INV OUT: 2648.22 (E) RIM: 2653.23 SUMP: 2647.25 INV IN: 2648.42 (N) INV IN: 2648.42 (S) INV OUT: 2648.25 (W) Structure Table STRUCTURE NAME SD DI 8.1 SD DI 8.2 SD DI 8.3 SD S&G 8.1 STRUCTURE DETAILS RIM: 2653.00 SUMP: 2649.20 INV OUT: 2650.20 (E) RIM: 2652.67 SUMP: 2649.33 INV IN: 2650.40 (N) INV OUT: 2650.33 (W) RIM: 2652.80 SUMP: 2649.40 INV OUT: 2650.40 (S) RIM: 2653.39 SUMP: 2648.78 INV IN: 2649.95 (W) INV IN: 2649.95 (E) INV OUT: 2649.78 (N) Structure Table STRUCTURE NAME SD DI 9.1 SD DI 9.2 SD S&G 9 STRUCTURE DETAILS RIM: 2653.68 SUMP: 2650.67 INV OUT: 2651.67 (S) RIM: 2653.68 SUMP: 2650.67 INV OUT: 2651.67 (S) RIM: 2653.67 SUMP: 2646.42 INV IN: 2646.56 (W) INV OUT: 2646.42 (N) Horizontal Scale: 0 20' 40' 1" = 20' Drainage Plan-Area 4 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C5.04 Drainage Plan - Area 4 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW MW MW EP EP R/W R/W R/W R/W MATCH LINE - AREA 3 MATCH LINE - AREA 1 MATCH LINE - AREA 4 MATCH LINE - AREA 3 MATCH LINE - AREA 5 MATCH LINE - AREA 3 W W MTR CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO SEEPAGE BED 5 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 110'L x 10'W x 7'D · STORAGE VOL: 3,080-CF · TOP OF ROCK: 2650.43' · 12" PERF. PIPE: 2647.20' · BOTTOM OF ROCK: 2643.43' · BOTTOM OF SAND: 2641.93' SEEPAGE BED 6 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 50'L x 10'W x 7'D · STORAGE VOL: 1,400-CF · TOP OF ROCK: 2650.38' · 12" PERF. PIPE: 2647.42' · BOTTOM OF ROCK: 2643.38' · BOTTOM OF SAND: 2641.88' · 12" PERF. PIPE: 2645.22' · BOTTOM OF ROCK: 2642.03' · BOTTOM OF SAND: 2640.53' SD S&G 10.1 SD S&G 6.2 SD S&G 10.2 SD DI 2.7 SD DI 10.4 SD DI 10.8 SD DI 6.5 SD DI 10.3 SD DI 10.2 SD DI 7.1 SD DI 10.5 SD DI 10.6 SD S&G 5.1 SD DI 10.7 SD DI 10.1 SD S&G 6.1 SD DI 6.3 SD S&G 5.2 SD DI 6.2 SD DI 5.4 SD DI 5.3 SD DI 5.1 SD DI 5.2 SD DI 6.1 SD DI 6.4 SD DI 5.5 SD DI 5.6 SD DI 1.2 SD MH 7 79-LF OF 6-IN PVC AT 4.07% 25-LF OF 6-IN PVC AT 1.00% 38-LF OF 6-IN PVC AT 1.00% 24-LF OF 8-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 38-LF OF 8-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 118-LF OF 12-IN PERFORATED HDPE AT 0.00% 19-LF OF 8-IN PVC AT 1.00% 22-LF OF 8-IN PVC AT 1.00% 86-LF OF 8-IN PVC AT 1.00% 12-LF OF 8-IN PVC AT 1.00% 38-LF OF 8-IN PVC AT 1.00% 12-LF OF 6-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 2.00% 25-LF OF 6-IN PVC AT 1.00% 38-LF OF 6-IN PVC AT 1.00% 23-LF OF 8-IN PVC AT 1.00% 108-LF OF 12-IN PERFORATED HDPE AT 0.00% 27-LF OF 6-IN PVC AT 1.00% 11-LF OF 6-IN PVC AT 1.00% 24-LF OF 8-IN PVC AT 1.92% 37-LF OF 8-IN PVC AT 1.59% 37-LF OF 8-IN PVC AT 1.00% 24-LF OF 8-IN PVC AT 1.92% 14-LF OF 8-IN PVC AT 1.00% 48-LF OF 12-IN PERFORATED HDPE AT 0.00% 14-LF OF 8-IN PVC AT 1.00% 12-LF OF 6-IN PVC AT 1.00% 79-LF OF 8-IN PVC AT 1.00% 4-LF OF 8-IN PVC AT 1.00% 8-LF OF 6-IN PVC AT 1.00% 46-LF OF 8-IN PVC AT 1.00% 88-LF OF 8-IN PVC AT 1.00% 24-LF OF 6-IN PVC AT 1.00% 59-LF OF 8-IN PVC AT 1.00% 81-LF OF 6-IN PVC AT 1.00% 10-LF OF 6-IN PVC AT 1.00% 134-LF OF 8-IN PVC AT 1.00% 16-LF OF 6-IN PVC AT 1.00% 108-LF OF 8-IN PVC AT 1.00% 18-LF OF 6-IN PVC AT 1.00% 30-LF OF 6-IN PVC AT 1.00% 37-LF OF 6-IN PVC AT 1.00% 106-LF OF 8-IN PVC AT 1.00% 4-LF OF 8-IN PVC AT 1.00% 118-LF OF 6-IN PVC AT 1.00% 23-LF OF 6-IN PVC AT 1.00% 17-LF OF 6-IN PVC AT 1.00% 31-LF OF 6-IN PVC AT 1.00% 49-LF OF 6-IN 72-LF OF 6-IN PVC AT 1.00% 71-LF OF 6-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 67-LF OF 6-IN PVC AT 1.00% 34-LF OF 6-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 53-LF OF 6-IN PVC AT 1.00% 16-LF OF 6-IN PVC AT 1.00% 64-LF OF 8-IN PVC AT 1.00% 31-LF OF 6-IN PVC AT 1.00% 29-LF OF 6-IN PVC AT 1.00% 11-LF OF 6-IN PVC AT 1.00% SD DI 5.7 10' 110' 50' 10' 120' 12' 4-IN CO PER ISPWC SD-506A RIM: 2650.46± IE: 2647.78, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.21± IE: 2649.29, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2651.67± IE: 2649.55, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2651.30± IE: 2649.12, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2651.53± IE IN: 2648.33, 8-IN PVC (W) IE IN: 2648.33, 8-IN PVC (E) IE OUT: 2648.33, 8-IN PVC (S) 4-IN CO PER ISPWC SD-506A RIM: 2651.46± IE: 2649.34, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.27± IE: 2648.79, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.22± IE IN: 2649.42, 8-IN PVC (N) IE OUT: 2649.21, 8-IN PVC (W) 4-IN CO PER ISPWC SD-506A RIM: 2652.14± IE IN: 2649.88, 6-IN PVC (W) IE OUT: 2649.88, 8-IN PVC (S) 4-IN CO PER ISPWC SD-506A RIM: 2653.06± IE: 2648.91, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2651.71± IE: 2648.67, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.09± IE OUT: 2649.98, 6-IN PVC (W) 4-IN CO PER ISPWC SD-506A RIM: 2652.37± IE: 2649.32, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.34± IE: 2646.81, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2651.91± IE: 2649.49, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2651.71± IE: 2649.12, 6-IN PVC IE: 2649.12, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.37± IE: 2648.06, 8-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.52± IE: 2650.86, 8-IN PVC 1 3 1 3 3 1 6 7 7-LF 6-IN SD 7-LF 6-IN SD AT 1.00% MIN 13-LF 6-IN SD AT 1.00% MIN 20-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 12-LF 6-IN SD AT 1.00% MIN 14-LF 6-IN SD AT 1.00% MIN 19-LF 6-IN SD AT 1.00% MIN 17-LF 6-IN SD AT 1.00% MIN 19-LF 6-IN SD AT 1.00% MIN 19-LF 6-IN SD AT 1.00% MIN 10-LF 6-IN SD AT 1.00% MIN 16-LF 6-IN SD AT 1.00% MIN 3-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 14-LF 6-IN SD AT 1.00% MIN 13-LF 6-IN SD AT 1.00% MIN 10-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 3-LF 6-IN SD AT 1.00% MIN 3-LF 6-IN SD AT 1.00% MIN 2-LF 6-IN SD AT 1.00% MIN 2-LF 6-IN SD AT 1.00% MIN 9-LF 6-IN SD AT 1.00% MIN 7-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 7-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 4 4 5 5 5 4 4 4 8-LF OF 6-IN PVC AT 1.00% MIN Keynotes: CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. 1. INSTALL SEEPAGE BED PER DETAIL 1/C5.50. DIMENSIONS AND ELEVATIONS PER PLAN. 2. CONNECT GUTTER DOWNSPOUT TO CONVEYANCE SYSTEM PER DETAIL 6/C5.50. INVERT ELEVATIONS PER PLANS. COORDINATE DOWNSPOUT LOCATION WITH ARCHITECTURAL PLANS. 3. INSTALL MONITORING WELL PER DETAIL 3/C5.50 4. POTABLE/NON-POTABLE CROSSING THIS LOCATION. MAINTAIN SEPARATION REQUIREMENTS PER SHEET NOTE 3. 5. UTILITY CROSSING THIS GENERAL LOCATION. COORDINATE WITH UTILITY PLAN C6.00 6. INSTALL NYLOPLAST 12" INLINE DRAIN WITH AN ADA-COMPLIANT LOCKING PEDESTRIAN H-10 GRATE. PART # 2712AG12PL. 7. INSTALL 4" K100 SERIES ACO CHANNEL DRAIN. Sheet Notes: 1. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE APPROXIMATE. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR ITS CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT "DIG LINE" 48 HOURS PRIOR TO ANY EXCAVATION. 1-800-342-1585. 2. PRESERVE AND PROTECT ALL FACILITIES OUTSIDE OF THE PROJECT AREA. 3. THE HORIZONTAL SEPARATION OF THE WATER AND SEWER OR STORM DRAIN MAINS SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR STORM DRAIN AND WATER TO CROSS EACH OTHER AND THE STORM DRAIN LINE IS LESS THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN, THE STORM DRAIN LINE CROSSING SHALL BE PVC PRESSURE PIPE CONFORMING TO AWWA C-900 OR ASTM D2241, FOR A DISTANCE OF 10-FT ON BOTH SIDES OF WATER LINE. ONE FULL LENGTH OF STORM DRAIN MAIN SHALL BE CENTERED OVER THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. 4. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDING CONNECTION POINTS WITH BUILDING PLUMBING AND PLUMBING CONTRACTOR PRIOR TO COMMENCING WORK. 5. PIPE LENGTHS SPECIFIED ARE FROM FITTING TO FITTING OR FITTING TO CONNECTION POINT AND ARE SHOWN FOR CONVENIENCE ONLY AS ACTUAL INSTALLED LENGTH MAY VARY FROM PLAN. CONTRACTORS SHALL VERIFY ALL UTILITY ROUTES AND LENGTHS. 6. ALL STORM DRAIN PIPE SHALL BE N-12 ADS, PVC ASTM D3034 PIPE, OR APPROVED EQUAL. Structure Table STRUCTURE NAME SD DI 5.1 SD DI 5.2 SD DI 5.3 SD DI 5.4 SD DI 5.5 SD DI 5.6 SD DI 5.7 SD S&G 5.1 SD S&G 5.2 STRUCTURE DETAILS RIM: 2650.94 SUMP: 2647.32 INV OUT: 2648.32 (S) RIM: 2650.94 SUMP: 2647.20 INV OUT: 2648.20 (S) RIM: 2651.03 SUMP: 2647.10 INV IN: 2648.20 (N) INV OUT: 2648.10 (E) RIM: 2651.03 SUMP: 2646.98 INV IN: 2648.08 (N) INV OUT: 2647.98 (W) RIM: 2650.75 SUMP: 2646.89 INV OUT: 2647.89 (E) RIM: 2650.69 SUMP: 2647.02 INV OUT: 2648.02 (W) RIM: 2652.24 SUMP: 2648.74 INV OUT: 2649.74 (S) RIM: 2651.47 SUMP: 2646.43 INV IN: 2647.60 (E) INV IN: 2647.60 (W) INV OUT: 2647.43 (S) RIM: 2651.12 SUMP: 2646.47 INV IN: 2647.64 (W) INV IN: 2647.64 (E) INV OUT: 2647.47 (N) Structure Table STRUCTURE NAME SD DI 6.1 SD DI 6.2 SD DI 6.3 SD DI 6.4 SD DI 6.5 SD S&G 6.1 SD S&G 6.2 STRUCTURE DETAILS RIM: 2650.89 SUMP: 2647.19 INV OUT: 2648.19 (S) RIM: 2651.11 SUMP: 2647.40 INV OUT: 2648.40 (E) RIM: 2651.14 SUMP: 2647.19 INV IN: 2648.29 (W) INV IN: 2648.29 (N) INV OUT: 2648.19 (S) RIM: 2650.81 SUMP: 2647.32 INV OUT: 2648.32 (N) RIM: 2651.62 SUMP: 2647.10 INV OUT: 2648.10 (N) RIM: 2651.26 SUMP: 2646.56 INV IN: 2647.73 (S) INV IN: 2647.73 (N) INV OUT: 2647.56 (E) RIM: 2651.93 SUMP: 2646.56 INV IN: 2647.73 (N) INV IN: 2647.73 (S) INV OUT: 2647.56 (W) Horizontal Scale: 0 20' 40' 1" = 20' Drainage Plan-Area 3 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C5.03 Drainage Plan - Area 3 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 WV WV W WV R/W R/W 70' BUILDING G BUILDING H W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EV VAN VAN SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SAN SAN VAN 6''SS FS MTR 4''SS 4''SS FS FS FS 6''SS MTR W W FS FS FS MTR 6''SS SAN CO CO CO SAN SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW MW MW MATCH LINE - AREA 2 MATCH LINE - AREA 1 MATCH LINE - AREA 4 MATCH LINE - AREA 2 MATCH LINE - AREA 2 MATCH LINE - AREA 1 CO CO CO CO CO CO CO CO CO CO CO CO SEEPAGE BED 3 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 70'L x 10'W x 8'D · STORAGE VOL: 2,240-CF · TOP OF ROCK: 2650.80' · 12" PERF. PIPE: 2648.40' · BOTTOM OF ROCK: 2642.80' · BOTTOM OF SAND: 2641.30' SEEPAGE BED 4 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 100'L x 10'W x 8'D · STORAGE VOL: 3,200-CF · TOP OF ROCK: 2652.24' · 12" PERF. PIPE: 2648.69' · BOTTOM OF ROCK: 2644.24' · BOTTOM OF SAND: 2642.74' · STORAGE VOL: 3,960-CF · TOP OF ROCK: 2652.30' · 12" PERF. PIPE: 2647.94' · BOTTOM OF ROCK: 2643.30' · BOTTOM OF SAND: 2641.80' SD DI 3.3 SD S&G 8.1 SD S&G 7.2 SD DI 2.6 SD S&G 7.1 SD S&G 4.1 SD DI 8.1 SD S&G 3.2 SD DI 7.4 SD DI 4.1 SD S&G 4.2 SD DI 7.5 SD DI 7.3 SD DI 7.2 SD DI 4.2 SD DI 8.2 SD DI 4.5 SD DI 4.6 SD DI 3.2 SD DI 4.3 SD DI 4.4 SD DI 2.4 SD DI 2.3 SD DI 2.7 SD S&G 3.1 SD S&G 2.2 SD DI 3.1 SD MH 7 24-LF OF 6-IN PVC AT 1.00% 10-LF OF 6-IN PVC AT 1.00% 73-LF OF 8-IN PVC AT 1.00% 94-LF OF 6-IN PVC AT 1.00% 210-LF OF 8-IN PVC AT 1.00% 9-LF OF 6-IN PVC AT 1.00% 9-LF OF 6-IN PVC AT 1.00% 23-LF OF 6-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 163-LF OF 8-IN PVC AT 1.00% 18-LF OF 6-IN PVC AT 1.00% 118-LF OF 6-IN PVC AT 1.00% 53-LF OF 6-IN PVC AT 1.00% 13-LF OF 6-IN PVC AT 1.00% 68-LF OF 12-IN PERFORATED HDPE AT 0.00% 25-LF OF 8-IN PVC AT 1.00% 54-LF OF 6-IN PVC AT 1.00% 12-LF OF 6-IN PVC AT 1.00% 25-LF OF 8-IN PVC AT 1.00% 38-LF OF 6-IN PVC AT 1.00% 12-LF OF 6-IN PVC AT 1.00% 110-LF OF 8-IN PVC AT 1.00% 105-LF OF 8-IN PVC AT 1.00% 50-LF OF 6-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 38-LF OF 6-IN PVC AT 1.00% 32-LF OF 8-IN PVC AT 1.00% 98-LF OF 12-IN PERFORATED HDPE AT 0.00% 27-LF OF 8-IN PVC AT 1.00% 67-LF OF 6-IN PVC AT 1.00% 34-LF OF 6-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 37-LF OF 6-IN PVC AT 1.00% 24-LF OF 6-IN PVC AT 1.00% 37-LF OF 6-IN PVC AT 1.00% 56-LF OF 6-IN PVC AT 1.00% 23-LF OF 6-IN PVC AT 1.00% 16-LF OF 6-IN PVC AT 1.00% 34-LF OF 6-IN PVC AT 1.00% 15-LF OF 6-IN PVC AT 1.00% 33-LF OF 6-IN PVC AT 1.00% 68-LF OF 6-IN PVC AT 1.00% 28-LF OF 6-IN PVC AT 1.00% 98-LF OF 12-IN PERFORATED HDPE AT 0.00% 31-LF OF 6-IN PVC AT 1.00% 70-LF OF 6-IN PVC AT 1.00% 53-LF OF 6-IN PVC AT 1.00% 16-LF OF 6-IN PVC AT 1.00% 161-LF OF 8-IN PVC AT 1.00% 25-LF OF 8-IN PVC AT 1.00% 38-LF OF 8-IN PVC AT 1.00% 24' 10' 70' 10' 100' 100' 11' 4-IN CO PER ISPWC SD-506A RIM: 2651.66± IE: 2648.83, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.43± IE: 2651.23, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2654.66± IE: 2650.70, 8-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.81± IE: 2651.10, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.69± IE: 2650.75, 8-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.27± IE: 2648.79, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.44± IE: 2649.70, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.53± IE: 2649.51, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.06± IE: 2648.91, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.32± IE: 2649.23, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.94± IE: 2648.86, 6-IN PVC 3 1 3 1 3 1 7 6 6 22-LF 6-IN SD AT 1.00% MIN 16-LF 6-IN SD AT 1.00% MIN 30-LF 6-IN SD AT 1.00% MIN 9-LF 6-IN SD AT 1.00% MIN 21-LF 6-IN SD AT 1.00% MIN 22-LF 6-IN SD AT 1.00% MIN 65-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 9-LF 6-IN SD AT 1.00% MIN 9-LF 6-IN SD AT 1.00% MIN 9-LF 6-IN SD AT 1.00% MIN 11-LF 6-IN SD AT 1.00% MIN 22-LF 6-IN SD AT 1.00% MIN 22-LF 6-IN SD AT 1.00% MIN 22-LF 6-IN SD AT 1.00% MIN 22-LF 6-IN SD AT 1.00% MIN 7-LF 6-IN SD AT 1.00% MIN 7-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 13-LF 6-IN SD AT 1.00% MIN 16-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 10-LF 6-IN SD AT 1.00% MIN 14-LF 6-IN SD AT 1.00% MIN 16-LF 6-IN SD AT 1.00% MIN 17-LF 6-IN SD AT 1.00% MIN 13-LF 6-IN SD AT 1.00% MIN 28-LF 6-IN SD AT 1.00% MIN 15-LF 6-IN SD AT 1.00% MIN 21-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 31-LF 6-IN SD AT 1.00% MIN 5 5 5 4 5 5 4 4 4 4 4 Keynotes: CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. 1. INSTALL SEEPAGE BED PER DETAIL 1/C5.50. DIMENSIONS AND ELEVATIONS PER PLAN. 2. CONNECT GUTTER DOWNSPOUT TO CONVEYANCE SYSTEM PER DETAIL 6/C5.50. INVERT ELEVATIONS PER PLANS. COORDINATE DOWNSPOUT LOCATION WITH ARCHITECTURAL PLANS. 3. INSTALL MONITORING WELL PER DETAIL 3/C5.50 4. POTABLE/NON-POTABLE CROSSING THIS LOCATION. MAINTAIN SEPARATION REQUIREMENTS PER SHEET NOTE 3. 5. UTILITY CROSSING THIS GENERAL LOCATION. COORDINATE WITH UTILITY PLAN C6.00 6. INSTALL NYLOPLAST 12" INLINE DRAIN WITH AN ADA-COMPLIANT LOCKING PEDESTRIAN H-10 GRATE. PART # 2712AG12PL. 7. INSTALL 4" K100 SERIES ACO CHANNEL DRAIN. Sheet Notes: 1. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE APPROXIMATE. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR ITS CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT "DIG LINE" 48 HOURS PRIOR TO ANY EXCAVATION. 1-800-342-1585. 2. PRESERVE AND PROTECT ALL FACILITIES OUTSIDE OF THE PROJECT AREA. 3. THE HORIZONTAL SEPARATION OF THE WATER AND SEWER OR STORM DRAIN MAINS SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR STORM DRAIN AND WATER TO CROSS EACH OTHER AND THE STORM DRAIN LINE IS LESS THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN, THE STORM DRAIN LINE CROSSING SHALL BE PVC PRESSURE PIPE CONFORMING TO AWWA C-900 OR ASTM D2241, FOR A DISTANCE OF 10-FT ON BOTH SIDES OF WATER LINE. ONE FULL LENGTH OF STORM DRAIN MAIN SHALL BE CENTERED OVER THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. 4. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDING CONNECTION POINTS WITH BUILDING PLUMBING AND PLUMBING CONTRACTOR PRIOR TO COMMENCING WORK. 5. PIPE LENGTHS SPECIFIED ARE FROM FITTING TO FITTING OR FITTING TO CONNECTION POINT AND ARE SHOWN FOR CONVENIENCE ONLY AS ACTUAL INSTALLED LENGTH MAY VARY FROM PLAN. CONTRACTORS SHALL VERIFY ALL UTILITY ROUTES AND LENGTHS. 6. ALL STORM DRAIN PIPE SHALL BE N-12 ADS, PVC ASTM D3034 PIPE, OR APPROVED EQUAL. Structure Table STRUCTURE NAME SD DI 4.1 SD DI 4.2 SD DI 4.3 SD DI 4.4 SD DI 4.5 SD DI 4.6 SD S&G 4.1 SD S&G 4.2 STRUCTURE DETAILS RIM: 2652.86 SUMP: 2648.38 INV OUT: 2649.38 (E) RIM: 2652.69 SUMP: 2648.51 INV OUT: 2649.51 (W) RIM: 2652.38 SUMP: 2648.43 INV IN: 2649.53 (S) INV OUT: 2649.43 (E) RIM: 2652.38 SUMP: 2648.56 INV IN: 2649.66 (S) INV OUT: 2649.56 (W) RIM: 2652.66 SUMP: 2648.65 INV OUT: 2649.65 (N) RIM: 2652.53 SUMP: 2648.78 INV OUT: 2649.78 (N) RIM: 2653.12 SUMP: 2647.96 INV IN: 2649.13 (W) INV IN: 2649.13 (E) INV OUT: 2648.96 (S) RIM: 2652.83 SUMP: 2648.01 INV IN: 2649.18 (W) INV IN: 2649.18 (E) INV OUT: 2649.01 (N) Structure Table STRUCTURE NAME SD DI 3.1 SD DI 3.2 SD DI 3.3 SD S&G 3.1 SD S&G 3.2 STRUCTURE DETAILS RIM: 2651.00 SUMP: 2647.98 INV OUT: 2648.98 (NE) RIM: 2652.48 SUMP: 2648.12 INV OUT: 2649.12 (N) RIM: 2653.84 SUMP: 2649.50 INV OUT: 2650.50 (W) RIM: 2651.60 SUMP: 2647.58 INV IN: 2648.75 (SW) INV OUT: 2648.58 (E) RIM: 2652.86 SUMP: 2647.70 INV IN: 2648.87 (S) INV IN: 2648.87 (E) INV OUT: 2648.70 (W) Horizontal Scale: 0 20' 40' 1" = 20' Drainage Plan-Area 2 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C5.02 Drainage Plan - Area 2 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EP EP W W W W W W W W W W W W W W W W W W W W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W VAN W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SAN SAN SAN 6''SS FS MTR FS FS FS 6''SS MTR 6''SS SAN FS MTR CO CO CO CO R/W SAN SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD M W SD SD W SD MW MW MW MW R/W R/W MATCH LI NE - AREA 3 MATCH LINE - AREA 1 MATCH LINE - AREA 2 MATCH LINE - AREA 1 MATCH LINE - AREA 2 MATCH LINE - AREA 1 EP CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO Q25 = 1.00 CFS & Q100 = 1.40 CFS Q25 = 0.21 CFS & Q100 = 0.29 CFS Q25 = 0.23 CFS & Q100 = 0.32 CFS Q25 = 0.34 CFS & Q100 = 0.47 CFS Q25 = 0.44 CFS & Q100 = 0.61 CFS Q25 = 0.44 CFS & Q100 = 0.61 CFS SEEPAGE BED 1 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 125'L x 7'W x 9'D · STORAGE VOL: 3,150-CF · TOP OF ROCK: 2650.58' · 12" PERF. PIPE: 2646.43' · BOTTOM OF ROCK: 2641.58' · BOTTOM OF SAND: 2640.08' · SEEPAGE BED 2 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 76'L x 24'W x 8'D · STORAGE VOL: 5,837-CF · TOP OF ROCK: 2649.79' · 12" PERF. PIPE: 2645.75' · BOTTOM OF ROCK: 2641.79' · BOTTOM OF SAND: 2640.29' SEEPAGE BED 6 · SEE DETAIL 3/C3.50 FOR ADDITIONAL INFORMATION · 50'L x 10'W x 7'D · STORAGE VOL: 1,400-CF · TOP OF ROCK: 2650.38' · 12" PERF. PIPE: 2647.42' · BOTTOM OF ROCK: 2643.38' · BOTTOM OF SAND: 2641.88' SEEPAGE BED A · 60'L x 10'W x 3.3'D · STORAGE VOL: 792-CF · TOP OF ROCK: · 18" PERF. PIPE: · BOTTOM OF ROCK: · BOTTOM OF SAND: SEEPAGE BED B · 60'L x 10'W x 7'D · STORAGE VOL: 1,680-CF · TOP OF ROCK: · 18" PERF. PIPE: · BOTTOM OF ROCK: · BOTTOM OF SAND: SEEPAGE BED C · 80'L x 6'W x 10'D · STORAGE VOL: 1,920-CF · TOP OF ROCK: · 18" PERF. PIPE: · BOTTOM OF ROCK: · BOTTOM OF SAND: SD DI 1.7 SD DI 2.4 SD DI 2.5 SD S&G 6.2 SD DI 2.3 SD DI 2.7 SD DI 6.5 SD S&G 3.1 SD S&G 1.1 SD S&G 1.2 SD S&G 6.1 SD DI 1.4 SD DI 1.3 SD DI 6.3 SD S&G 2.2 SD DI 6.2 SD DI 3.1 SD DI 6.1 SD DI 6.4 SD DI 1.6 SD S&G 2.1 SD DI 5.5 SD DI 5.6 SD DI 1.5 SD DI 2.2 SD DI 1.2 SD DI 1.1 SD DI 2.1 SD MH 7 25-LF OF 6-IN PVC AT 1.00% 38-LF OF 6-IN PVC AT 1.00% 11-LF OF 6-IN PVC AT 1.00% 24-LF OF 8-IN PVC AT 1.92% 37-LF OF 8-IN PVC AT 1.59% 37-LF OF 8-IN PVC AT 1.00% 24-LF OF 8-IN PVC AT 1.92% 14-LF OF 8-IN PVC AT 1.00% 48-LF OF 12-IN PERFORATED HDPE AT 0.00% 14-LF OF 8-IN PVC AT 1.00% 4-LF OF 8-IN PVC AT 1.00% 46-LF OF 8-IN PVC AT 1.00% 88-LF OF 8-IN PVC AT 1.00% 24-LF OF 6-IN PVC AT 1.00% 59-LF OF 8-IN PVC AT 1.00% 10-LF OF 6-IN PVC AT 1.00% 81-LF OF 6-IN PVC AT 1.00% 22-LF OF 6-IN PVC AT 1.00% 10-LF OF 6-IN PVC AT 1.00% 73-LF OF 8-IN PVC AT 1.00% 94-LF OF 6-IN PVC AT 1.00% 15-LF OF 6-IN PVC AT 1.00% 117-LF OF 8-IN PVC AT 1.00% 5-LF OF 6-IN PVC AT 1.00% 35-LF OF 6-IN PVC AT 1.00% 48-LF OF 6-IN PVC AT 1.00% 13-LF OF 6-IN PVC AT 1.00% 6-LF OF 6-IN PVC AT 1.00% 101-LF OF 8-IN PVC AT 1.00% 71-LF OF 8-IN PVC AT 1.00% 15-LF OF 8-IN PVC AT 1.00% 210-LF OF 8-IN PVC AT 1.00% 8-LF OF 8-IN PVC AT 1.00% 74-LF OF 12-IN PERFORATED HDPE AT 0.00% 26-LF OF 8-IN PVC AT 1.00% 92-LF OF 8-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 51-LF OF 6-IN PVC AT 1.00% 56-LF OF 6-IN PVC AT 1.00% 10-LF OF 8-IN PVC AT 1.00% 9-LF OF 6-IN PVC AT 1.00% 9-LF OF 6-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 38-LF OF 6-IN PVC AT 1.00% 83-LF OF 8-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 38-LF OF 6-IN PVC AT 1.00% 23-LF OF 6-IN PVC AT 2.00% 38-LF OF 8-IN PVC AT 1.50% 108-LF OF 12-IN PERFORATED PVC AT 0.00% 25-LF OF 8-IN PVC AT 1.00% 23-LF OF 6-IN PVC AT 1.00% 18-LF OF 6-IN PVC AT 1.00% 13-LF OF 6-IN PVC AT 1.00% 68-LF OF 12-IN PERFORATED HDPE AT 0.00% 67-LF OF 6-IN PVC AT 1.00% 34-LF OF 6-IN PVC AT 1.00% 25-LF OF 6-IN PVC AT 1.00% 53-LF OF 6-IN PVC AT 1.00% 16-LF OF 6-IN PVC AT 1.00% 161-LF OF SD DI C.1 SD DI C.2 SD MH C SD S&G C SD DI B.1 47-LF OF 18-IN PVC AT 0.25% SD DI B.2 12-LF OF 18-IN PVC AT 0.25% 81-LF OF 18-IN PVC AT 0.25% 12-LF OF 18-IN PVC AT 0.25% 18-LF OF 18-IN PVC AT 0.25% 78-LF OF 18-IN PERFORATED PVC AT 0.0 0% 7-LF OF 18-IN PVC AT 0.25% SD S&G B 18-LF OF 18-IN PVC AT 0.25% 58-LF OF 18-IN PERFORATED PVC AT 0.00% SD DI A.1 SD DI A.2 39-LF OF 18-IN PVC AT 0.25% SD S&G A 14-LF OF 18-IN PVC AT 0.25% 7' 125' 24' 76' 50' 10' 10' 60' 10' 60' 80' 6' 18-LF OF 18-IN PVC AT 0.25% 58-LF OF 18-IN PERFORATED PVC AT 0.00% 4-IN CO PER ISPWC SD-506A RIM: 2651.63± IE: 2647.36, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2649.96± IE: 2646.94, 8-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2651.42± IE: 2647.78, 8-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.90± IE IN: 2648.49, 8-IN PVC (E) IE OUT: 2648.49, 8-IN PVC (S) 4-IN CO PER ISPWC SD-506A RIM: 2650.46± IE: 2647.78, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.26± IE: 2647.44, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.25± IE: 2649.27, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2651.66± IE: 2648.83, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.43± IE: 2651.23, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2651.30± IE: 2649.12, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2651.46± IE: 2649.34, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2652.27± IE: 2648.79, 6-IN PVC 4-IN CO PER ISPWC SD-506A RIM: 2653.06± IE: 2648.91, 6-IN PVC 1 1 3 3 1 3 1 3 1 3 7 6 7 18-LF 6-IN SD AT 1.00% MIN 14-LF 6-IN SD AT 1.00% MIN 23-LF 6-IN SD AT 1.00% MIN 10-LF 6-IN SD AT 1.00% MIN 22-LF 6-IN SD AT 1.00% MIN 16-LF 6-IN SD AT 1.00% MIN 30-LF 6-IN SD AT 1.00% MIN 9-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 9-LF 6-IN SD AT 1.00% MIN 10-LF 6-IN SD AT 1.00% MIN 12-LF 6-IN SD AT 1.00% MIN 5-LF 6-IN SD AT 1.00% MIN 12-LF 6-IN SD AT 1.00% MIN 21-LF 6-IN SD AT 1.00% MIN 59-LF 6-IN SD AT 1.00% MIN 18-LF 6-IN SD AT 1.00% MIN 20-LF 6-IN SD 12-LF 6-IN SD AT 1.00% MIN AT 1.00% MIN 20-LF 6-IN SD AT 1.00% MIN 7-LF 6-IN SD 7-LF 6-IN SD AT 1.00% MIN AT 1.00% MIN 22-LF 6-IN SD AT 1.00% MIN 65-LF 6-IN SD AT 1.00% MIN 12-LF 6-IN SD AT 1.00% MIN 12-LF 6-IN SD AT 1.00% MIN 11-LF 6-IN SD AT 1.00% MIN 7-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 28-LF 6-IN SD AT 1.00% MIN 10-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 6-LF 6-IN SD AT 1.00% MIN 8-LF 6-IN SD AT 1.00% MIN 4 5 5 5 5 4 4 4 Keynotes: CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. 1. INSTALL SEEPAGE BED PER DETAIL 1/C5.50. DIMENSIONS AND ELEVATIONS PER PLAN. 2. CONNECT GUTTER DOWNSPOUT TO CONVEYANCE SYSTEM PER DETAIL 6/C5.50. INVERT ELEVATIONS PER PLANS. COORDINATE DOWNSPOUT LOCATION WITH ARCHITECTURAL PLANS. 3. INSTALL MONITORING WELL PER DETAIL 3/C5.50 4. POTABLE/NON-POTABLE CROSSING THIS LOCATION. MAINTAIN SEPARATION REQUIREMENTS PER SHEET NOTE 3. 5. UTILITY CROSSING THIS GENERAL LOCATION. COORDINATE WITH UTILITY PLAN C6.00 6. INSTALL NYLOPLAST 12" INLINE DRAIN WITH AN ADA-COMPLIANT LOCKING PEDESTRIAN H-10 GRATE. PART # 2712AG12PL. 7. INSTALL 4" K100 SERIES ACO CHANNEL DRAIN. Sheet Notes: 1. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE APPROXIMATE. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR ITS CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT "DIG LINE" 48 HOURS PRIOR TO ANY EXCAVATION. 1-800-342-1585. 2. PRESERVE AND PROTECT ALL FACILITIES OUTSIDE OF THE PROJECT AREA. 3. THE HORIZONTAL SEPARATION OF THE WATER AND SEWER OR STORM DRAIN MAINS SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR STORM DRAIN AND WATER TO CROSS EACH OTHER AND THE STORM DRAIN LINE IS LESS THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN, THE STORM DRAIN LINE CROSSING SHALL BE PVC PRESSURE PIPE CONFORMING TO AWWA C-900 OR ASTM D2241, FOR A DISTANCE OF 10-FT ON BOTH SIDES OF WATER LINE. ONE FULL LENGTH OF STORM DRAIN MAIN SHALL BE CENTERED OVER THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. 4. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDING CONNECTION POINTS WITH BUILDING PLUMBING AND PLUMBING CONTRACTOR PRIOR TO COMMENCING WORK. 5. PIPE LENGTHS SPECIFIED ARE FROM FITTING TO FITTING OR FITTING TO CONNECTION POINT AND ARE SHOWN FOR CONVENIENCE ONLY AS ACTUAL INSTALLED LENGTH MAY VARY FROM PLAN. CONTRACTORS SHALL VERIFY ALL UTILITY ROUTES AND LENGTHS. 6. ALL STORM DRAIN PIPE SHALL BE N-12 ADS, PVC ASTM D3034 PIPE, OR APPROVED EQUAL. Structure Table STRUCTURE NAME SD DI 1.1 SD DI 1.2 SD DI 1.3 SD DI 1.4 SD DI 1.5 SD DI 1.6 SD DI 1.7 SD S&G 1.1 SD S&G 1.2 STRUCTURE DETAILS RIM: 2650.04 SUMP: 2647.03 INV OUT: 2648.03 (E) RIM: 2650.11 SUMP: 2647.18 INV OUT: 2648.18 (W) RIM: 2651.20 SUMP: 2646.20 INV OUT: 2647.20 (E) RIM: 2651.20 SUMP: 2646.33 INV OUT: 2647.33 (W) RIM: 2650.57 SUMP: 2646.42 INV OUT: 2647.42 (NE) RIM: 2650.80 SUMP: 2646.52 INV OUT: 2647.52 (W) RIM: 2652.29 SUMP: 2649.50 INV IN: 2649.50 (E) INV OUT: 2649.50 (W) RIM: 2651.58 SUMP: 2645.78 INV IN: 2646.95 (N) INV IN: 2646.95 (E) INV IN: 2646.95 (W) INV OUT: 2646.78 (S) RIM: 2651.28 SUMP: 2645.78 INV IN: 2646.95 (SW) INV IN: 2646.95 (E) INV OUT: 2646.78 (N) Structure Table STRUCTURE NAME SD DI A.1 SD DI A.2 SD DI B.1 SD DI B.2 SD DI C.1 SD DI C.2 SD MH C SD S&G A SD S&G B SD S&G C STRUCTURE DETAILS RIM: 2650.46 SUMP: 2646.17 INV OUT: 2647.17 (W) RIM: 2650.36 SUMP: 2646.08 INV IN: 2647.08 (E) INV OUT: 2647.08 (W) RIM: 2649.92 SUMP: 2645.49 INV OUT: 2646.49 (W) RIM: 2649.69 SUMP: 2645.38 INV IN: 2646.38 (E) INV OUT: 2646.38 (W) RIM: 2650.72 SUMP: 2646.51 INV OUT: 2647.51 (N) RIM: 2650.95 SUMP: 2646.31 INV OUT: 2647.31 (N) RIM: 2651.10 SUMP: 2646.48 INV IN: 2647.48 (S) INV OUT: 2647.48 (E) RIM: 2648.58 SUMP: 2643.04 INV IN: 2647.04 (E) INV OUT: 2646.71 (S) RIM: 2650.05 SUMP: 2642.36 INV IN: 2646.36 (E) INV OUT: 2646.03 (N) RIM: 2651.21 SUMP: 2643.28 INV IN: 2647.28 (W) INV IN: 2647.28 (S) INV OUT: 2646.95 (E) Structure Table STRUCTURE NAME SD DI 2.1 SD DI 2.2 SD DI 2.3 SD DI 2.4 SD DI 2.5 SD DI 2.6 SD DI 2.7 SD S&G 2.1 SD S&G 2.2 STRUCTURE DETAILS RIM: 2649.43 SUMP: 2647.20 INV OUT: 2647.20 (N) RIM: 2650.31 SUMP: 2646.27 INV OUT: 2646.27 (N) RIM: 2651.90 SUMP: 2645.64 INV OUT: 2646.64 (E) RIM: 2652.28 SUMP: 2647.19 INV OUT: 2648.19 (E) RIM: 2652.19 SUMP: 2648.32 INV IN: 2649.32 (N) INV OUT: 2649.32 (S) RIM: 2653.23 SUMP: 2649.71 INV OUT: 2649.71 (W) RIM: 2651.71 SUMP: 2648.93 INV OUT: 2648.93 (E) RIM: 2650.75 SUMP: 2645.85 INV IN: 2646.02 (W) INV IN: 2646.02 (S) INV OUT: 2645.85 (E) RIM: 2651.13 SUMP: 2645.83 INV IN: 2646.00 (N) INV OUT: 2645.83 (W) Horizontal Scale: 0 20' 40' 1" = 20' Drainage Plan-Area 1 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C5.01 Drainage Plan - Area 1 APPROVED FOR CONSTRUCTION I D AHO 10/14/2021 ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ 12/09/21 FP-2021-0057 R/W R/W R/W EP CO 3.4% 2.0% LIP: 2650.58 LIP: 2650.77 LIP: 2650.14 LIP: 2650.12 2651 2650 2649 2651 2651 2651 2651 STA: 2+50, OFF: 28.50'L EOP: 2649.64 STA: 2+00, OFF: 28.50'L EOP: 2650.02 STA: 3+00, OFF: 28.50'L EOP: 2650.14 STA: 3+50, OFF: 28.50'L EOP: 2650.64 STA: 3+75.48, OFF: 28.50'L EOP: 2650.89 STA: 4+24.28, OFF: 25.96'L EOP: 2651.06 STA: 4+50, OFF: 24.62'L EOP: 2650.83 STA: 5+00, OFF: 22.01'L EOP: 2650.38 STA: 5+19.34, OFF: 21.00'L EOP: 2650.21 STA: 5+50, OFF: 37.69'L EOP: 2649.84 STA: 6+00, OFF: 34.46'L EOP: 2650.28 STA: 6+28.30, OFF: 21.00'L EOP: 2650.81 STA: 6+50, OFF: 21.00'L EOP: 2650.80 STA: 5+73.62, OFF: 92.55'L EOP: 2649.64 STA: 2+00.79, OFF: 18.55'R EOP: 2650.12 STA: 2+52.06, OFF: 16.50'R EOP: 2649.89 STA: 3+00, OFF: 16.50'R EOP: 2650.38 STA: 3+50, OFF: 16.50'R EOP: 2650.88 STA: 4+00, OFF: 16.50'R EOP: 2651.38 STA: 4+50, OFF: 16.50'R EOP: 2650.93 STA: 5+00, OFF: 16.50'R EOP: 2650.47 STA: 5+32.62, OFF: 16.50'R EOP: 2650.54 STA: 5+50, OFF: 21.63'R EOP: 2650.87 STA: 6+00, OFF: 30.00'R EOP: 2651.25 STA: 6+32.62, OFF: 21.00'R EOP: 2650.88 STA: 6+50, OFF: 21.00'R EOP: 2650.80 LIP: 2650.52 LIP: 2650.70 LIP: 2649.63 LIP: 2649.28 LIP: 2649.28 LIP: 2649.87 LIP: 2651.13 LIP: 2651.09 2650 2651 2651 2651 2651 2650 2648 2649 2649 2649 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 1.8% 1.0% 0.8% 2.0% 2.0% 2.5% 2.0% 2.5% 3.5% 3.3% 2.0% 1.7% 1.9% 1.7% 2.0% 2.0% 2.0% 2.0% 2.0% 1.7% 1.6% 1.0% 1.0% 1.8% 1.8% 1.8% 0.9% 1.3% 0.4% 1.4% LIP: 2650.47 LIP: 2650.36 2.0% 0.7% 1.0% STA: 6+58.54, OFF: 21.00'R EOP: 2650.75 STA: 6+58.54, OFF: 21.00'L EOP: 2650.75 STA: 6+58.54, OFF: 0.00' EOP: 2651.17 STA: 4+00.23, OFF: 58.50'L EOP: 2650.58 STA: 1+56.99, OFF: 0.00' EOP: 2650.95 Q25 = 0.34-CFS Q100 = 0.47-CFS Q25 = 0.23-CFS Q100 = 0.32-CFS Q25 = 0.44-CFS Q100 = 0.61-CFS Q25 = 0.44-CFS Q100 = 0.61-CFS ALIGNMENT - WELLS CENTERLINE: Sta. 0+75 - 7+00 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 2645 2650 2655 2660 2645 2650 2655 2660 0+75 2651.1 2651.06 1+00 2651.1 2651.07 2651.1 2651.08 2+00 2650.3 2650.31 2648.6 2648.61 3+00 2648.5 2648.55 2649.0 2649.02 4+00 2648.9 2648.87 2648.8 2648.85 5+00 2649.0 2649.02 2649.0 2649.04 6+00 2649.2 2649.16 2649.4 2649.36 7+00 2649.5 2649.46 STA: 1+58.36 EOP: 2650.77 STA: 2+00 EOP: 2650.02 STA: 2+50 EOP: 2649.64 STA: 3+00 EOP: 2650.14 STA: 3+50 EOP: 2650.64 STA: 4+00 EOP: 2650.81 STA: 1+70.07 EOP: 2650.58 STA: 2+00 EOP: 2650.12 STA: 2+50 EOP: 2649.87 STA: 3+00 EOP: 2650.38 STA: 3+50 EOP: 2650.88 STA: 4+00 EOP: 2651.38 STA: 4+50 EOP: 2650.93 STA: 5+00 EOP: 2650.47 STA: 5+50 EOP: 2650.87 STA: 6+00 EOP: 2651.25 STA: 6+50 EOP: 2650.80 STA: 1+56.99 CL: 2650.95 STA: 2+00 CL: 2650.58 STA: 2+50 CL: 2650.21 STA: 3+00 CL: 2650.71 STA: 3+50 CL: 2651.21 STA: 4+00 CL: 2651.71 STA: 4+50 CL: 2651.26 STA: 5+00 CL: 2650.80 STA: 5+50 CL: 2651.10 STA: 6+00 CL: 2651.49 STA: 6+50 CL: 2651.22 PROPOSED GRADE AT LIP WEST CURB PROPOSED GRADE AT LIP EAST CURB PROPOSED GRADE AT CENTERLINE WELLS AVE. EXISTING GRADE AT CENTERLINE WELLS AVE. STA: 2+38.83 EL: 2650.10 SD DI B.1 INLET PER ISPWC SD-601 STA: 2+38.86, 17.78'R RIM: 2649.92± SUMP: 2645.49 IE OUT: 2646.49, 18-IN PVC (W) IE IN: 2646.38, 18-IN PVC (E) SD DI B.2 INLET PER ISPWC SD-601 STA: 2+38.83, 29.25'L RIM: 2649.69± SUMP: 2645.38 IE IN: 2647.08, 18-IN PVC (E) IE OUT: 2647.08, 18-IN PVC (W) SD DI A.2 INLET PER ISPWC SD-601 STA: 5+19.38, 21.75'L RIM: 2650.36± SUMP: 2646.08 SD DI A.1 INLET PER ISPWC SD-601 STA: 5+19.34, 17.25'R RIM: 2650.46± SUMP: 2646.17 IE OUT: 2647.17, 18-IN PVC (W) 1 Typical Section - Wells Avenue Scale: NTS VARIES (SEE PLAN) 2' VARIES (SEE PLAN) VARIES (SEE PLAN) 2.0 % 2.0 % 1' 10' 1' 5" THICK CONCRETE SIDEWALK PER ACHD SUPP. SD-709 STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 3 3 1 1 1.5 - 1.75 % 5' SIDEWALK VARIES (SEE PLAN) 2' 1.5 - 1.75 % 3-IN ASPHALT, SP-3, 0.50-IN (1/2") MIX, PG 64-28 8-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE, TYPE 1 16-IN OF 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED SUBGRADE STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 5" THICK CONCRETE SIDEWALK PER ACHD SUPP. SD-709 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN: 120124 C4.11 Grading Plan - Wells P&P APPROVED FOR CONSTRUCTION IDAHO Horizontal Scale: 0 20' 40' 1" = 20' Grading Plan-Wells P&P ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ WELLS AVENUE (PROPOSED) 10/14/2021 12/09/21 FP-2021-0057 SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD MW MW CO 132+00 133+00 134+00 135+00 136+00 137+00 138+00 STA: 132+48.56, OFF: 32.01'L EOP: 2650.76 STA: 133+00, OFF: 31.99'L EOP: 2650.93 STA: 133+50, OFF: 31.97'L EOP: 2651.02 STA: 134+00.05, OFF: 31.95'L EOP: 2651.16 STA: 134+50, OFF: 31.94'L EOP: 2651.29 STA: 135+00.05, OFF: 31.92'L EOP: 2651.47 STA: 135+50, OFF: 31.90'L EOP: 2651.74 STA: 135+63.95, OFF: 31.90'L EOP: 2651.84 STA: 135+50, OFF: 37.50'L TBC: 2652.10 STA: 135+63.95, OFF: 35.90'L TBC: 2652.23 STA: 135+00, OFF: 43.37'L TBC: 2651.66 STA: 134+73.40, OFF: 46.50'L TBC: 2651.42 STA: 134+50, OFF: 46.50'L TBC: 2651.21 STA: 134+00, OFF: 46.50'L TBC: 2651.33 STA: 132+48.56, OFF: 36.01'L TBC: 2651.14 3.4% 2.0% 4.0% 2.5% 1.5% LIP: 2650.58 STA: 134+73.28, OFF: 31.93'L EOP: 2651.37 2.9% STA: 133+67.48, OFF: 46.50'L TBC: 2650.92 LIP: 2650.77 LIP: 2650.14 LIP: 2650.12 2651 2651 2651 2650 2648 2649 2651 2651 2651 2651 2652 1+00 2+00 2649 Q25 = 1.00 CFS & Q100 = 1.40 CFS Q25 = 0.21 CFS & Q100 = 0.29 CFS Q25 = 0.44 CFS & Q100 = 0.61 CFS Q25 = 0.44 CFS & Q100 = 0.61 CFS ALIGNMENT - OVERLAND ROAD ACHD CENTERLINE: Sta. 132+00 - 136+00 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 2645 2650 2655 2660 2645 2650 2655 2660 132+00 2651.2 2651.23 2651.4 2651.41 133+00 2651.5 2651.53 2651.7 2651.69 134+00 2651.8 2651.78 2651.9 2651.91 135+00 2652.1 2652.09 2652.3 2652.30 136+00 2652.6 2652.63 STA: 132+48.57 EOP: 2650.72 STA: 132+50 EOP: 2650.73 STA: 133+00 EOP: 2650.23 STA: 133+50 EOP: 2650.41 STA: 134+00 EOP: 2650.91 STA: 134+50 EOP: 2650.79 STA: 135+00 EOP: 2651.24 STA: 135+50 EOP: 2651.68 STA: 132+48.56 SAWCUT (CONFIRM): 2650.76 STA: 132+50 SAWCUT (CONFIRM): 2650.76 STA: 133+00 SAWCUT (CONFIRM): 2650.93 STA: 133+50 SAWCUT (CONFIRM): 2651.02 STA: 134+00 SAWCUT (CONFIRM): 2651.16 STA: 134+50 SAWCUT (CONFIRM): 2651.30 STA: 135+00 SAWCUT (CONFIRM): 2651.47 STA: 135+50 SAWCUT (CONFIRM): 2651.74 EXISTING GRADE AT CENTERLINE OVERLAND ROAD MATCH GRADE AT SAWCUT LINE PROPOSED GRADE AT NORTH LIP CURB PROPOSED WELLS AVE. CENTERLINE GRADE AT EXISTING R.O.W. BOUNDARY MATCH LIP EXISTING CURB SD DI C.1 INLET PER ISPWC SD-601 STA: 133+68.62, 45.25'L RIM: 2650.72± SUMP: 2646.51 IE OUT: 2647.51, 18-IN PVC (N) SD DI C.2 INLET PER ISPWC SD-601 STA: 134+50, 45.25'L RIM: 2650.95± SUMP: 2646.31 IE OUT: 2647.31, 18-IN PVC (N) 1 Typical Section - Overland Widening Scale: NTS 35' VARIES 5-IN ASPHALT, SP-3, 0.50-IN (1/2") MIX, PG 64-28 8-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE, TYPE 1 COMPACTED SUBGRADE 2' 7' SIDEWALK 1' 5" THICK CONCRETE SIDEWALK PER ACHD SUPP SD-709 STANDARD 6" VERTICAL CURB AND GUTTER PER ACHD SUPP SD-701 1.5 - 1.75 % VARIES EXISTING ROAD SAWCUT 2' MIN VARIES - SEE PLAN 3 1 25-IN OF 6" MINUS UNCRUSHED AGGREGATE BASE CONTRACTOR SHALL ENSURE THE CROSS SLOPE IS BETWEEN 1% & 4%, NOTIFY ENGINEER BEFORE CONSTRUCTING IF DIFFERENT THAN THE PLANS 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN: 120124 C4.10 Grading Plan - Overland P&P APPROVED FOR CONSTRUCTION IDAHO Horizontal Scale: 0 20' 40' 1" = 20' Grading Plan-Overland P&P ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ 10/14/2021 12/09/21 FP-2021-0057 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW MW MATCH LINE - AREA 6 MATCH LINE - AREA 5 MATCH LINE - AREA 6 MATCH LINE - AREA 4 CO CO CO CO CO CO GIRR GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB FF: 2653.75 FF: 2652.15 51.83 51.85 52.14 52.29 52.30 52.15 51.96 52.61 53.37 53.68 53.82 53.88 53.74 53.43 53.82 54.13 54.19 54.16 54.08 53.77 52.34 52.65 52.99 53.42 53.73 53.83 53.85 53.75 53.44 54.13 53.83 54.28 54.26 54.11 53.81 52.77 52.84 52.95 52.99 52.97 53.60 53.50 53.21 53.06 53.07 53.04 53.03 53.17 53.45 53.87 53.58 53.44 53.46 53.60 53.89 53.45 53.16 53.02 53.22 53.32 53.63 53.74 53.89 53.74 53.43 53.82 53.77 54.13 54.21 54.15 54.08 52.33 52.64 52.78 53.12 53.20 53.52 53.37 53.06 53.42 53.73 53.82 53.85 53.44 53.75 53.83 54.13 54.28 54.26 54.11 53.81 52.15 52.28 52.31 52.34 TC: 52.34 TC: 53.75 TC: 53.75 TC: 53.75 TC: 53.36 TC: 53.33 TC: 53.41 TC: 53.46 TC: 53.40 TC: 53.66 TC: 53.62 TC: 53.76 TC: 53.66 TC: 53.20 TC: 53.25 TC: 53.18 TC: 53.25 TC: 53.30 TC: 53.50 TC: 53.50 TC: 53.13 TC: 53.50 TC: 53.51 TC: 53.51 TC: 53.76 TC: 53.82 TC: 53.56 TC: 53.64 TC: 53.52 TC: 52.74 TC: 53.13 TC: 53.20 TC: 53.58 TC: 53.75 TC: 53.75 TC: 53.48 TC: 53.34 TC: 53.41 TC: 53.63 TC: 53.75 TC: 53.75 TC: 53.66 TC: 53.47 TC: 53.57 TC: 53.50 TC: 53.50 TC: 53.41 TC: 53.50 TC: 53.39 TC: 53.43 TC: 53.66 TC: 53.67 TC: 53.66 TC: 53.67 TC: 52.91 TC: 52.99 TC: 52.66 TC: 52.74 TC: 52.66 TC: 53.27 TC: 53.36 TC: 53.29 TC: 53.29 TC: 52.37 TC: 52.34 TC: 51.93 TC: 52.07 TC: 52.16 TC: 52.08 TC: 52.00 TC: 52.26 TC: 52.27 TC: 52.29 TC: 52.08 TC: 52.15 TC: 51.70 TC: 52.02 TC: 52.67 TC: 53.31 TC: 52.99 TC: 53.00 TC: 53.34 TC: 53.40 53.17 53.24 53.58 53.41 52.30 52.34 52.47 52.51 52.50 52.40 52.12 52.82 52.96 52.98 52.84 52.55 52.02 52.31 52.45 52.42 52.26 TC: 54.04 TC: 54.01 TC: 54.04 TC: 54.01 52.10 TC: 53.14 TC: 53.08 1.8% 1.6% 1.7% RIM: 53.56 RIM: 53.55 RIM: 53.18 RIM: 52.48 RIM: 52.42 RIM: 52.27 RIM: 52.27 RIM: 53.52 RIM: 53.50 RIM: 52.17 RIM: 52.36 RIM: 51.97 RIM: 51.90 RIM: 51.93 RIM: 53.81 RIM: 52.03 RIM: 53.39 RIM: 53.72 RIM: 52.56 TC: 53.67 TC: 53.67 TC: 53.67 TC: 53.67 TC: 53.67 TC: 53.67 TC: 53.75 TC: 53.75 TC: 53.75 TC: 53.40 TC: 53.40 TC: 53.40 TC: 53.40 TC: 53.50 TC: 53.50 TC: 53.50 TA/GB: 52.03 TC/GB: 52.43 TA/GB: 54.04 TA/GB: 52.13 TA/GB: 52.21 TA/GB: 52.78 TA/GB: 52.31 TA/GB: 52.43 52.24 0.5% 0.5% 0.5% TA/GB: 53.65 TA/GB: 54.03 TA/GB: 52.54 TA/GB: 53.27 TA/GB: 53.63 2.6% 0.4% 1.4% 1.5% 0.6% 0.5% 0.5% 0.5% 0.5% 1.7% 2.1% 2.1% 2.1% 2.2% 2.3% 2.1% 2.1% 2.1% 2.1% 3.5% 2.4% 2.3% 2.4% 2.5% 2.1% 2.1% 2.1% 2.0% 3.2% 3.0% 1.5% 1.4% 1.9% 2.6% 2.1% 3.6% 2.1% 2.0% 2.2% 1.9% 2.1% 2.1% 1.9% 3.2% 1.5% 4.0% TC: 52.72 7.0% 3.0% 7.0% 4.1% 7.3% 3.3% 3.3% 3.0% 3.0% 2.8% 1.0% 4.0% 4.7% 7.5% 6.6% 7.5% 7.5% 6.5% 9.5% 53.01 52.68 52.71 53.08 51.72 52.15 53.41 52.93 53.25 TC: 52.77 TC: 52.80 TC: 53.02 TC: 53.03 2.1% 2.1% 2.1% FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 TC: 53.16 TC: 53.22 TC: 53.22 TC: 53.19 TC: 52.80 TC: 52.72 TC: 53.10 TC: 53.25 TC: 52.85 TC: 52.85 TC: 53.60 TC: 52.93 TC: 53.21 TC: 53.28 I-84 EXIT 46 Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES, THE CITY ENGINEER SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD APPLIES. 3. EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL. 4. SPOT ELEVATIONS INDICATE TOP BACK OF CURB UNLESS NOTED OTHERWISE AS FOLLOWS: EG = EXISTING GRADE FF = FINISH FLOOR FG = FINISH GRADE HP = HIGH POINT MX-MATCH EXISTING RIM = RIM OF STRUCTURE TA = TOP OF ASPHALT TC = TOP OF CONCRETE TG = TOP OF GRAVEL TW = TOP OF WALL 5. LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2% THERE ARE NO TOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION PAVEMENT SLOPES WITHIN DESIGNATED HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. 6. ADD 2600 TO SPOT ELEVATIONS TO GET ACTUAL ELEVATION 7. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. Horizontal Scale: 0 20' 40' 1" = 20' Grading Plan-Area 6 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C4.06 Grading Plan - Area 6 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 SD SD SD SD MW MW MW MATCH LINE - AREA 6 MATCH LINE - AREA 5 MATCH LINE - AREA 5 MATCH LINE - AREA 3 EP EP EP MTR CO CO CO CO CO CO CO CO CO CO CO CO CO GIRR GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB FF: 2652.25 FF: 2652.50 51.71 51.45 51.94 51.96 52.03 52.11 52.14 52.09 51.77 52.08 52.22 52.18 52.04 51.73 50.96 51.27 51.37 51.44 51.03 51.34 52.27 52.58 52.72 52.78 52.64 52.33 51.56 51.87 51.99 52.06 52.41 52.41 52.27 51.96 51.66 51.97 52.04 52.01 51.95 51.60 51.91 51.89 52.22 52.37 52.35 52.20 51.67 51.83 51.85 52.14 52.29 52.30 52.15 51.96 52.61 53.68 53.82 52.77 52.84 52.95 52.99 52.97 53.60 53.50 53.21 53.06 53.07 53.04 53.03 53.17 53.45 53.87 53.58 53.44 53.46 53.60 53.89 53.45 53.16 53.02 53.22 53.32 53.63 53.74 53.89 52.15 52.28 52.31 52.34 52.13 52.35 51.82 52.66 52.80 52.83 52.73 51.88 52.42 52.19 52.41 52.34 52.50 52.33 50.55 51.27 TC: 52.25 TC: 52.25 TC: 52.25 TC: 52.06 TC: 52.07 TC: 52.18 TC: 52.12 TC: 52.10 TC: 52.09 TC: 52.07 TC: 51.97 TC: 52.15 TC: 52.36 TC: 52.36 TC: 52.34 TC: 52.50 TC: 52.50 TC: 52.33 TC: 52.30 TC: 52.30 TC: 52.34 TC: 51.22 TC: 51.32 TC: 51.03 TC: 51.11 TC: 51.78 TC: 51.88 TC: 52.50 TC: 52.34 TC: 52.50 TC: 52.36 TC: 52.24 TC: 52.50 TC: 53.76 TC: 53.82 TC: 53.48 TC: 53.34 TC: 53.41 TC: 53.66 TC: 53.47 TC: 53.57 TC: 53.43 TC: 53.27 TC: 53.29 TC: 53.29 TC: 52.37 TC: 52.34 TC: 51.96 TC: 51.93 TC: 52.33 TC: 52.17 TC: 52.07 TC: 52.21 TC: 52.08 TC: 52.15 TC: 51.64 TC: 51.72 TC: 52.03 TC: 51.98 TC: 51.58 TC: 51.91 TC: 51.88 TC: 51.63 TC: 52.14 TC: 52.25 TC: 52.25 TC: 52.09 TC: 51.24 TC: 51.17 TC: 51.84 TC: 51.91 TC: 52.44 TC: 52.44 TC: 52.20 TC: 52.23 TC: 52.22 TC: 52.34 TC: 52.35 TC: 52.17 TC: 52.16 TC: 52.08 TC: 52.26 TC: 52.00 TC: 52.26 TC: 52.27 TC: 52.29 TC: 52.08 TC: 52.22 TC: 52.28 TC: 52.26 TC: 52.22 TC: 51.92 TC: 52.25 TC: 52.21 TC: 52.15 TC: 51.70 TC: 51.77 TC: 52.02 TC: 52.67 TC: 53.31 TC: 52.99 TC: 53.00 TC: 53.34 TC: 53.40 52.24 52.26 52.31 52.38 53.58 53.41 52.40 52.19 52.38 52.35 51.88 52.42 52.73 52.83 52.80 52.66 52.35 51.82 52.13 52.27 52.30 52.34 52.47 52.51 52.50 52.40 52.12 52.53 52.82 52.96 52.98 52.84 52.55 52.02 52.31 52.45 52.42 52.26 52.42 52.28 51.99 51.63 51.85 51.95 51.99 52.10 52.12 52.16 52.02 51.71 52.33 52.78 52.64 52.74 52.60 52.29 51.03 51.34 51.44 51.37 51.27 50.96 52.12 51.83 52.24 52.10 TC: 53.14 TC: 53.08 2.0% 1.5% 1.8% 1.7% 1.8% 1.6% 1.4% TC: 52.25 TC: 52.25 TC: 52.13 TC: 52.13 RIM: 52.17 RIM: 52.36 RIM: 51.99 RIM: 51.97 RIM: 51.89 RIM: 51.13 RIM: 51.18 RIM: 51.83 RIM: 51.78 RIM: 51.70 RIM: 51.75 RIM: 51.75 RIM: 51.74 RIM: 51.97 RIM: 51.90 RIM: 51.93 RIM: 52.43 RIM: 52.20 RIM: 52.03 TC: 52.50 TC: 52.50 TC: 52.50 TC: 52.50 TC: 52.50 TC: 52.25 TC: 52.25 TC: 52.25 TC: 52.17 TC: 52.17 TC: 52.17 TC: 52.17 TA/GB: 52.09 TA/GB: 52.57 TA/GB: 52.63 TA/GB: 52.03 TC/GB: 52.43 0.7% 0.7% 0.7% 0.7% TC: 51.88 TC: 51.86 TA/GB: 52.15 TA/GB: 51.91 TA/GB: 51.88 TA/GB: 52.13 TA/GB: 52.21 TA/GB: 52.78 TA/GB: 52.31 TA/GB: 52.43 TA/GB: 51.25 TA/GB: 52.54 TA/GB: 51.77 52.07 52.24 TC: 51.24 TC: 51.17 0.5% 0.4% 0.4% 0.4% 0.5% 0.5% 0.5% 1.1% 1.1% 1.6% 1.0% 1.0% 0.8% 0.9% TA/GB: 53.65 2.6% 3.2% 3.0% 1.5% 1.4% 1.9% 2.0% 2.1% 2.3% 2.8% 2.8% 2.6% 2.5% 2.4% 3.8% 3.7% 2.2% 1.9% 2.2% 1.5% 2.2% 2.2% 1.8% 1.7% 2.4% 2.0% 3.5% 3.5% 2.6% 2.7% 2.8% 2.9% 3.6% 1.6% 2.2% 2.1% 2.4% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.6% 2.1% 3.6% 2.1% 2.0% 2.2% 1.9% 2.1% 2.1% 1.9% 3.2% 1.5% 4.0% TC: 52.72 7.0% 3.0% 7.0% 4.1% 7.3% 7.2% 4.0% 3.0% 3.0% 1.0% 3.0% 4.9% 4.0% 4.0% 4.0% 4.7% 0.4% 0.9% 7.5% 7.5% 6.5% 9.5% 52.28 52.23 52.31 52.10 51.72 52.15 53.41 52.93 53.25 TC: 52.37 TC: 52.42 TC: 51.81 TC: 51.79 2.2% 2.1% 2.1% FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 FG: 52.25 TC: 51.90 TC: 51.71 TC: 51.90 TC: 51.96 TC: 52.16 TC: 51.84 TC: 52.05 TC: 52.85 TC: 52.39 TC: 52.26 TC: 52.36 52.92 52.70 ??? TC: 52.14 TC: 52.09 TC: 51.86 TC: 51.92 TC: 51.98 TC: 52.09 TC: 52.03 TC: 50.78 TC: 50.82 52.00 51.65 51.87 52.33 52.27 4.9% I-84 EXIT 46 Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES, THE CITY ENGINEER SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD APPLIES. 3. EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL. 4. SPOT ELEVATIONS INDICATE TOP BACK OF CURB UNLESS NOTED OTHERWISE AS FOLLOWS: EG = EXISTING GRADE FF = FINISH FLOOR FG = FINISH GRADE HP = HIGH POINT MX-MATCH EXISTING RIM = RIM OF STRUCTURE TA = TOP OF ASPHALT TC = TOP OF CONCRETE TG = TOP OF GRAVEL TW = TOP OF WALL 5. LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2% THERE ARE NO TOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION PAVEMENT SLOPES WITHIN DESIGNATED HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. 6. ADD 2600 TO SPOT ELEVATIONS TO GET ACTUAL ELEVATION 7. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. Horizontal Scale: 0 20' 40' 1" = 20' Grading Plan-Area 5 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C4.05 Grading Plan - Area 5 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW MW MW MATCH LINE - AREA 4 MATCH LINE - AREA 3 MATCH LINE - AREA 4 MATCH LINE - AREA 2 MATCH LINE - AREA 6 MATCH LINE - AREA 4 MTR SD SD SD SD CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO SD 2653 GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB FF: 2653.50 FF: 2654.00 FF: 2653.80 52.39 52.48 52.94 53.02 54.13 53.83 54.28 54.26 54.11 53.81 53.20 53.51 53.55 53.60 53.55 53.24 53.90 53.59 54.04 54.09 53.95 53.49 53.45 53.14 53.59 53.58 53.44 53.13 53.01 53.32 53.35 53.49 53.53 53.65 53.71 53.46 53.48 53.02 53.33 53.54 53.33 53.35 53.39 53.54 53.56 53.44 53.49 53.14 53.49 53.71 53.78 53.85 53.78 53.14 53.58 53.43 53.32 53.23 52.75 52.78 52.63 53.04 53.33 53.33 53.47 53.19 53.06 52.64 52.46 53.10 53.73 53.44 53.30 53.30 53.44 53.73 53.52 53.50 53.08 53.10 53.22 53.51 53.13 52.83 52.71 52.77 52.84 52.95 52.99 52.97 53.60 53.50 53.21 53.06 53.07 53.04 53.03 53.17 53.45 53.83 54.13 54.28 54.26 54.11 53.81 53.42 53.73 53.82 53.90 53.54 53.90 54.15 54.30 54.31 54.17 53.86 53.33 53.64 53.78 53.76 53.59 53.62 53.43 53.54 53.20 53.78 53.92 53.85 53.71 53.42 51.79 52.93 53.09 53.17 52.43 52.35 52.05 51.86 52.38 52.67 52.81 52.82 52.68 52.39 52.03 52.46 52.59 52.60 52.47 52.19 51.79 52.08 52.12 52.15 52.28 52.31 52.34 TC: 53.35 TC: 53.35 TC: 52.67 TC: 53.22 TC: 53.57 TC: 53.57 TC: 53.42 TC: 53.40 2653 2653 1.1% 1.8% TC: 52.43 TC: 52.48 TC: 53.66 TC: 53.62 TC: 53.76 TC: 53.66 TC: 53.75 TC: 53.50 TC: 53.66 TC: 53.47 TC: 53.57 TC: 53.50 TC: 53.50 TC: 53.41 TC: 53.50 TC: 53.39 53.31 TC: 53.44 TC: 53.22 TC: 53.50 TC: 53.50 TC: 53.26 TC: 53.24 TC: 53.50 TC: 53.50 TC: 53.34 TC: 53.51 TC: 53.48 TC: 53.31 TC: 53.33 TC: 53.40 TC: 53.37 TC: 53.41 TC: 53.45 TC: 53.46 TC: 53.46 TC: 53.65 TC: 53.71 TC: 53.82 TC: 53.76 TC: 53.91 TC: 53.95 TC: 54.00 TC: 54.00 TC: 53.86 TC: 53.75 TC: 53.87 TC: 53.68 TC: 53.91 TC: 54.00 TC: 53.91 TC: 53.85 TC: 53.90 TC: 53.77 TC: 53.85 TC: 53.62 TC: 53.60 TC: 53.69 TC: 53.82 53.57 53.50 TC: 53.38 TC: 53.54 TC: 53.95 TC: 53.72 TC: 53.55 TC: 53.71 TC: 53.62 TC: 53.74 TC: 53.60 TC: 53.49 TC: 53.90 TC: 53.90 TC: 53.31 TC: 54.00 TC: 52.99 TC: 52.90 TC: 52.99 TC: 53.26 TC: 53.23 TC: 53.27 TC: 53.18 TC: 53.18 TC: 53.35 TC: 53.33 TC: 53.51 TC: 53.60 TC: 53.70 TC: 53.70 TC: 53.70 TC: 53.70 53.24 TC: 53.35 TC: 53.62 TC: 53.64 TC: 53.09 TC: 53.12 TC: 53.46 TC: 53.43 TC: 53.32 TC: 53.29 TC: 53.21 TC: 53.12 TC: 52.85 TC: 52.78 TC: 52.58 TC: 52.66 TC: 53.02 TC: 53.10 TC: 52.72 TC: 52.78 TC: 52.66 TC: 52.49 TC: 52.41 TC: 52.48 TC: 52.54 TC: 52.14 TC: 52.23 TC: 52.13 TC: 52.25 TC: 52.33 TC: 52.49 TC: 52.41 TC: 52.76 TC: 52.84 TC: 53.17 TC: 53.12 TC: 53.49 TC: 53.49 TC: 53.49 TC: 53.53 TC: 53.53 TC: 53.56 TC: 53.68 TC: 53.75 TC: 53.45 TC: 53.47 TC: 52.16 TC: 52.08 TC: 52.00 TC: 52.26 TC: 52.27 TC: 52.29 TC: 52.08 TC: 52.15 TC: 51.70 TC: 51.76 TC: 52.01 TC: 52.02 TC: 52.67 TC: 53.31 TC: 52.99 TC: 53.00 TC: 53.34 TC: 53.40 TC: 53.06 TC: 53.08 52.16 53.58 53.41 52.30 52.34 52.47 52.51 52.50 52.40 52.12 TC: 54.00 TC: 53.14 TC: 53.08 TC: 54.09 TC: 54.23 TC: 54.23 TC: 54.09 1.9% 1.7% 1.4% 4.3% 1.9% 1.8% TC: 52.22 RIM: 53.10 RIM: 53.70 RIM: 53.24 RIM: 53.22 RIM: 53.51 RIM: 53.52 RIM: 52.36 RIM: 53.32 RIM: 53.33 RIM: 53.78 RIM: 52.48 RIM: 52.81 RIM: 51.90 RIM: 51.93 RIM: 53.17 RIM: 53.20 RIM: 53.73 RIM: 53.90 RIM: 53.38 RIM: 53.39 RIM: 53.87 RIM: 53.77 TC: 53.40 TC: 53.40 TC: 53.40 TC: 53.40 TC: 53.50 TC: 53.50 TC: 53.50 TC: 53.50 TC: 53.50 TC: 54.26 TC: 54.26 TC: 54.26 TC: 54.26 TC: 54.26 TC: 54.20 TC: 53.86 90 TC: 54.00 TC: 53.93 TC: 53.93 TC: 53.93 TC: 53.93 TC: 53.93 TC: 53.93 TC: 53.85 TC: 53.94 TC: 53.92 TC: 53.67 TC: 53.82 TC: 53.82 TC: 53.67 TC: 53.87 TC: 53.90 TC: 54.00 TC: 54.00 TC: 54.00 TC: 53.91 TC: 53.91 FG: 54.00 FG: 54.00 TC: 54.00 TC: 53.90 TC: 53.72 TC: 54.00 FG: 54.01 TC: 53.97 TC: 53.70 TC: 53.66 TC: 53.19 TC: 53.29 TC: 54.00 TC: 54.00 TC: 53.82 TC: 53.80 TC: 53.77 TC: 53.88 TC: 53.80 TC: 54.00 TC: 53.90 TC: 53.42 TC: 53.37 TC: 53.47 TC: 53.53 TC: 53.48 TC: 53.50 TC: 53.55 TC: 53.51 TC: 53.50 TC: 53.53 TC: 53.47 TC: 53.46 TC: 53.46 TC: 53.43 TC: 53.45 TC: 53.41 TC: 53.36 TC: 53.43 TC: 53.41 TC: 53.35 TC: 53.31 TA/GB: 52.89 TA/GB: 53.33 TA/GB: 53.68 TA/GB: 53.33 TA/GB: 53.79 TA/GB: 53.25 0.5% 0.5% 0.5% 0.5% TA/GB: 52.03 TC/GB: 52.43 TA/GB: 51.98 TA/GB: 52.36 TA/GB: 52.58 TA/GB: 51.95 TC: 52.38 TC: 52.39 0.7% 0.5% 0.6% TC: 53.75 1.4% 1.7% 1.9% TC: 53.66 TA/GB: 54.04 TA/GB: 53.63 TA/GB: 53.99 TA/GB: 53.46 0.5% 0.5% 0.5% 0.8% 0.5% 0.5% 0.5% TA/GB: 52.31 TA/GB: 52.43 0.5% 0.5% 3.1% 1.9% 2.0% 4.4% 1.7% 3.7% 1.9% 3.0% 2.0% 3.0% 1.7% 3.7% 2.0% 2.8% 1.7% 2.1% 2.1% 2.1% 2.7% 1.1% 2.4% 2.2% 2.0% 2.1% 1.9% 1.9% 2.1% 1.9% 2.1% 3.1% 2.6% 2.1% 3.6% 1.9% 2.0% 2.2% 2.3% 1.6% 2.1% 2.2% 2.1% 2.6% 2.0% 2.7% 2.4% 2.2% 3.2% 1.5% TC: 52.72 6.0% 6.2% 4.2% 7.0% 3.0% 7.5% 4.0% 7.0% 3.0% 7.0% 3.8% 4.2% 2.0% 7.0% 4.5% 7.4% 5.4% 4.1% 4.0% 2.0% 2.9% 2.9% 4.6% 4.0% 4.7% 6.6% 7.4% 7.5% 7.5% 9.6% 8.8% 6.5% 9.5% 7.7% 6.5% 53.45 53.08 53.05 53.38 52.13 53.11 52.71 52.74 53.19 52.15 52.93 53.25 51.74 51.41 51.43 51.81 53.06 52.62 52.65 53.13 TC: 53.10 TC: 53.13 TC: 51.81 TC: 53.02 TC: 53.03 TC: 52.71 TC: 52.74 36 7.7% 2.3% 1.8% 2.1% 2.1% 2.1% FG: 52.40 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.75 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 TC: 54.31 TC: 54.28 TC: 53.45 TC: 53.03 TC: 53.00 TC: 53.04 TC: 53.16 TC: 53.28 TC: 53.18 TC: 53.55 TC: 54.28 Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES, THE CITY ENGINEER SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD APPLIES. 3. EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL. 4. SPOT ELEVATIONS INDICATE TOP BACK OF CURB UNLESS NOTED OTHERWISE AS FOLLOWS: EG = EXISTING GRADE FF = FINISH FLOOR FG = FINISH GRADE HP = HIGH POINT MX-MATCH EXISTING RIM = RIM OF STRUCTURE TA = TOP OF ASPHALT TC = TOP OF CONCRETE TG = TOP OF GRAVEL TW = TOP OF WALL 5. LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2% THERE ARE NO TOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION PAVEMENT SLOPES WITHIN DESIGNATED HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. 6. ADD 2600 TO SPOT ELEVATIONS TO GET ACTUAL ELEVATION 7. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. Horizontal Scale: 0 20' 40' 1" = 20' Grading Plan-Area 4 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C4.04 Grading Plan - Area 4 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 MW MW MW EP EP R/W R/W R/W R/W MATCH LINE - AREA 3 MATCH LINE - AREA 1 MATCH LINE - AREA 4 MATCH LINE - AREA 3 MATCH LINE - AREA 5 MATCH LINE - AREA 3 MTR CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO 2651 2651 2652 2652 2651 2651 2653 GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB FF: 2652.40 FF: 2652.00 52.39 52.48 52.94 53.13 53.02 52.99 51.96 52.33 52.26 52.32 52.13 52.25 51.15 51.84 51.41 51.44 51.38 51.36 51.27 51.14 50.95 50.83 50.90 51.22 51.20 50.92 50.83 50.69 TC: 52.39 TC: 52.44 TC: 52.31 TC: 50.54 TC: 50.78 TC: 50.84 TC: 51.07 TC: 51.09 TC: 50.81 TC: 50.76 TC: 51.01 51.46 51.39 51.37 51.37 51.82 52.13 52.27 52.21 52.06 51.76 51.37 51.68 51.81 51.76 51.59 51.28 51.71 51.45 51.94 51.96 52.03 52.11 52.14 52.09 51.77 52.08 52.22 52.18 52.04 51.73 53.58 53.32 53.23 52.75 52.78 52.63 53.33 53.19 53.06 52.64 52.46 53.10 53.73 53.44 53.30 53.30 53.44 53.73 53.52 53.50 53.08 53.10 53.22 53.51 53.13 52.83 52.71 52.77 52.84 52.95 52.99 52.97 53.60 53.50 53.21 53.06 53.07 53.04 53.03 53.17 53.45 51.79 52.72 52.93 53.09 53.17 52.43 52.35 52.05 51.86 52.38 52.67 52.81 52.82 52.68 52.39 52.03 52.46 52.59 52.60 52.47 52.19 51.79 52.08 52.12 52.15 52.28 52.31 52.34 52.13 52.35 51.82 52.66 52.80 52.83 52.73 51.88 52.42 52.19 52.41 52.34 52.50 52.33 52.21 52.07 51.76 51.28 51.59 51.76 51.81 51.68 51.37 51.75 52.06 52.21 52.27 52.13 51.82 51.24 51.03 51.27 51.29 51.36 51.41 51.44 51.47 51.49 51.52 51.23 51.44 51.47 51.95 51.98 52.22 52.19 51.27 TC: 52.67 TC: 51.68 TC: 51.60 HP: 2651.59 TC: 51.53 TC: 51.56 TC: 51.96 TC: 51.90 TC: 51.72 TC: 51.73 TC: 51.89 TC: 51.68 TC: 51.67 TC: 51.78 TC: 51.86 TC: 52.24 TC: 52.30 TC: 52.43 TC: 52.48 TC: 52.08 TC: 52.06 TC: 52.24 TC: 51.76 TC: 52.29 TC: 51.76 TC: 51.46 TC: 51.37 TC: 52.17 TC: 52.17 TC: 52.36 TC: 52.40 TC: 52.00 TC: 52.00 TC: 52.00 TC: 52.00 TC: 51.57 TC: 51.64 TC: 51.81 TC: 51.87 TC: 52.40 TC: 53.66 TC: 53.47 TC: 53.57 53.31 TC: 53.44 TC: 53.48 TC: 53.46 TC: 53.75 TC: 52.99 TC: 52.90 TC: 52.99 53.24 TC: 52.85 TC: 52.78 TC: 52.58 TC: 52.66 TC: 53.02 TC: 53.10 TC: 52.72 TC: 52.78 TC: 52.66 TC: 52.49 TC: 52.49 TC: 52.41 TC: 52.48 TC: 52.54 TC: 52.14 TC: 52.23 TC: 52.13 TC: 52.25 TC: 52.33 TC: 52.49 TC: 52.41 TC: 52.76 TC: 52.84 TC: 53.17 TC: 53.12 TC: 51.84 TC: 51.91 TC: 52.44 TC: 52.44 TC: 52.20 TC: 52.23 TC: 52.22 TC: 52.34 TC: 52.35 TC: 52.17 TC: 52.16 TC: 52.08 TC: 52.26 TC: 52.00 TC: 52.26 TC: 52.27 TC: 52.29 TC: 52.08 TC: 52.22 TC: 52.28 TC: 52.26 TC: 52.22 TC: 51.92 TC: 51.92 TC: 51.85 TC: 52.28 TC: 52.25 TC: 52.40 TC: 52.40 TC: 52.21 TC: 52.15 TC: 51.70 TC: 51.77 TC: 51.85 TC: 51.76 TC: 52.01 TC: 52.02 TC: 52.67 TC: 53.31 TC: 52.99 TC: 53.00 TC: 53.34 TC: 53.40 TC: 53.06 TC: 53.08 52.62 52.59 52.16 52.16 51.90 51.97 51.37 51.47 52.24 52.26 53.58 53.41 52.40 52.19 52.38 52.35 51.88 52.42 52.73 52.83 52.80 52.66 52.35 51.82 52.13 52.27 52.30 52.34 52.47 52.51 52.50 52.40 52.12 52.12 51.83 52.24 TC: 51.12 TC: 51.14 TC: 51.03 TC: 51.12 TC: 51.29 TC: 51.31 TC: 51.14 TC: 51.12 TC: 53.14 TC: 53.08 1.0% 4.4% 0.8% 1.6% 1.9% 1.8% 1.7% 1.5% TC: 52.25 TC: 52.22 TC: 52.40 TC: 52.40 TC: 52.00 TC: 52.00 TC: 52.00 TC: 52.00 RIM: 52.36 RIM: 53.32 RIM: 53.33 RIM: 53.78 RIM: 52.48 RIM: 52.81 RIM: 50.49 RIM: 51.09 RIM: 51.16 RIM: 51.47 RIM: 51.46 RIM: 51.79 RIM: 51.99 RIM: 51.97 RIM: 51.90 RIM: 51.93 RIM: 51.24 RIM: 51.93 RIM: 51.93 RIM: 53.17 RIM: 51.29 RIM: 52.08 RIM: 52.12 RIM: 52.31 TC: 51.89 TC: 51.89 TC: 51.89 TC: 51.89 TC: 52.00 TC: 52.00 TC: 52.00 TC: 52.00 TC: 52.40 TC: 52.40 TC: 52.40 FG: 54.01 TC: 53.70 TC: 53.66 TC: 53.19 TC: 53.82 TC: 53.42 TC: 53.53 TC: 53.48 TC: 53.50 TC: 53.50 TC: 53.53 TC: 53.46 TA/GB: 51.39 0.4% 1.0% 1.0% 1.0% TA/GB: 52.89 TA/GB: 53.33 TA/GB: 51.16 TA/GB: 51.34 TA/GB: 52.03 TA/GB: 52.89 TA/GB: 52.09 TA/GB: 52.57 TA/GB: 52.63 TA/GB: 52.03 TC/GB: 52.43 TA/GB: 51.98 TA/GB: 52.36 TA/GB: 52.58 TA/GB: 51.95 TA/GB: 51.24 TA/GB: 52.03 TA/GB: 51.58 TC: 52.38 TC: 52.39 TC: 51.53 TC: 51.58 0.7% 0.7% 0.7% 0.7% 0.7% 0.5% 0.6% 1.0% 0.5% 0.7% 0.5% 0.5% 0.9% TA/GB: 52.31 TA/GB: 52.43 1.1% 2.6% 2.8% 2.9% 3.6% 1.6% 2.2% 2.1% 4.9% 2.4% 3.0% 3.2% 2.1% 2.1% 2.1% 2.1% 2.2% 2.2% 2.1% 2.2% 2.7% 3.7% 2.0% 2.7% 3.0% 3.6% 1.9% 2.5% 2.2% 2.0% 3.8% 2.2% 3.7% 2.7% 1.1% 2.4% 2.2% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.1% 2.6% 2. 1% 3.6% 1.9% 2.0% 2.2% 2.3% 1.6% 2.1% 2.2% 2.1% 2.6% 2.0% 2.7% 2.4% 2.2% 3.2% 1.5% TC: 52.72 TC: 50.99 TC: 50.90 6.0% 6.2% 4.2% 7.0% 3.0% 7.5% 4.0% 7.0% 3.0% 7.0% 3.0% 3.0% 7.4% 6.0% 7.3% 3.8% 7.0% 4.0% 5.7% 5.4% 4.0% 4.0% 1.8% 4.0% 2.0% 2.9% 2.9% 4.6% 4.0% 4.7% 6.5% 7.8% 7.5% 7.5% 6.5% 9.5% 8.8% 9.6% 7.7% 6.5% 50.92 50.92 51.27 52.09 51.79 52.13 52.15 52.93 53.25 51.74 51.41 51.43 51.81 53.06 52.62 52.65 53.13 TC: 51.01 TC: 51.01 TC: 51.81 TC: 51.79 TC: 51.50 TC: 51.52 TC: 52.71 TC: 52.74 TC: 51.88 TC: 51.88 TC: 52.TC: 33 52.36 3.7% 2.2% 2.6% 2. 2.1% 2.1% 2.1% FG: 52.45 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.00 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.40 FG: 52.39 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 52.50 FG: 53.50 FG: 52.40 TC: 50.72 TC: 50.68 TC: 51.37 TC: 51.09 TC: 51.28 TC: 51.47 TC: 51.36 TC: 51.18 TC: 50.93 50.62 51.17 51.40 51.05 50.99 51.32 50.14 49.77 49.82 50.32 50.38 50.42 50.10 50.17 50.69 50.80 50.51 50.59 51.09 51.23 51.34 50.55 51.12 51.10 51.50 TC: 51.49 TC: 50.87 6.8% 5.2% 3.6% 0.7% 0.9% SOUTH WELLS AVENUE Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES, THE CITY ENGINEER SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD APPLIES. 3. EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL. 4. SPOT ELEVATIONS INDICATE TOP BACK OF CURB UNLESS NOTED OTHERWISE AS FOLLOWS: EG = EXISTING GRADE FF = FINISH FLOOR FG = FINISH GRADE HP = HIGH POINT MX-MATCH EXISTING RIM = RIM OF STRUCTURE TA = TOP OF ASPHALT TC = TOP OF CONCRETE TG = TOP OF GRAVEL TW = TOP OF WALL 5. LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2% THERE ARE NO TOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION PAVEMENT SLOPES WITHIN DESIGNATED HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. 6. ADD 2600 TO SPOT ELEVATIONS TO GET ACTUAL ELEVATION 7. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. Horizontal Scale: 0 20' 40' 1" = 20' Grading Plan-Area 3 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C4.03 Grading Plan - Area 3 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 VAN SAN SAN VAN MTR MTR MTR SAN CO CO CO SAN SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW MW MW MATCH LINE - AREA 2 MATCH LINE - AREA 1 MATCH LINE - AREA 4 MATCH LINE - AREA 2 MATCH LINE - AREA 2 MATCH LINE - AREA 1 CO CO CO CO CO CO CO CO CO CO CO CO 2651 2652 2653 2653 2652 2653 2654 2654 GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB FF: 2653.50 FF: 2654.80 52.53 52.24 51.34 51.30 51.35 51.41 51.61 52.82 53.11 53.25 53.29 53.15 52.86 52.52 52.38 52.96 53.17 51.97 52.12 52.39 52.48 52.94 53.02 TC: 52.46 TC: 52.60 51.38 51.53 53.01 53.35 53.49 53.53 53.65 53.71 53.46 53.48 53.02 53.33 53.54 53.79 54.10 54.24 54.06 53.75 52.72 53.03 53.14 53.21 53.17 52.86 54.99 55.12 55.26 55.34 54.56 54.53 54.36 54.18 54.58 54.42 54.65 54.93 54.84 54.70 54.27 54.22 54.12 52.81 53.86 53.08 53.12 52.77 52.93 52.97 53.00 53.17 53.21 53.17 52.44 53.31 54.19 54.19 53.88 53.88 53.81 53.81 55.07 54.88 55.00 55.07 55.43 55.50 55.54 55.23 53.00 53.23 53.03 52.72 53.75 54.06 54.20 54.24 54.10 53.79 53.11 53.33 53.35 53.39 53.54 53.56 53.44 53.49 53.14 53.49 53.71 53.78 53.85 53.78 53.14 53.58 53.43 53.32 53.23 52.75 52.78 52.63 52.50 52.79 54.25 53.85 53.96 53.35 54.00 54.29 54.20 53.91 53.76 53.77 53.90 54.19 53.04 53.33 53.33 53.47 53.19 53.06 52.64 53.10 53.78 53.76 53.59 53.62 53.43 53.54 53.20 53.78 53.92 53.85 53.71 53.42 51.79 52.93 53.09 53.17 52.43 52.35 53.15 53.19 54.20 TC: 53.36 TC: 54.67 TC: 54.72 TC: 55.33 TC: 52.81 TC: 52.96 TC: 53.31 TC: 53.31 TC: 54.28 TC: 54.42 TC: 54.32 TC: 54.43 TC: 54.28 TC: 54.47 TC: 54.80 TC: 54.73 TC: 54.80 TC: 54.36 TC: 53.65 TC: 53.50 TC: 53.57 TC: 53.33 TC: 53.21 TC: 53.47 TC: 53.50 TC: 53.30 TC: 54.35 TC: 54.33 TC: 53.35 TC: 53.35 TC: 52.67 TC: 53.22 TC: 53.57 TC: 53.57 TC: 53.42 TC: 53.40 TC: 54.64 TC: 54.64 1.2% 1.4% 1.8% 2654 2653 2654 2653 2655 2653 2654 2654 2653 2653 2653 2653 1.1% 1.8% TC: 52.99 TC: 53.49 TC: 53.71 TC: 52.90 TC: 52.99 TC: 53.26 TC: 53.23 TC: 53.27 TC: 53.18 TC: 53.18 TC: 52.20 TC: 52.20 TC: 51.92 TC: 52.34 TC: 52.44 TC: 53.07 TC: 53.03 TC: 52.95 TC: 52.91 TC: 53.28 TC: 53.20 TC: 53.27 TC: 54.98 TC: 54.98 TC: 55.05 TC: 55.34 TC: 55.41 TC: 55.24 TC: 53.09 TC: 53.12 TC: 53.46 TC: 53.43 TC: 53.32 TC: 53.29 TC: 53.21 TC: 53.12 TC: 52.85 TC: 52.78 TC: 52.58 TC: 52.66 TC: 53.02 TC: 53.10 TC: 52.72 TC: 52.78 TC: 52.66 TC: 52.49 TC: 52.41 TC: 52.48 TC: 52.54 TC: 52.14 TC: 52.23 TC: 52.13 TC: 52.25 TC: 52.33 TC: 52.49 TC: 52.41 TC: 52.84 TC: 53.17 TC: 53.12 TC: 53.49 TC: 53.49 TC: 53.49 TC: 53.53 TC: 53.53 TC: 53.56 TC: 54.20 TC: 54.20 55.10 55.17 TC: 53.78 TC: 53.82 53.82 53.63 51.97 52.45 52.54 TC: 54.21 TC: 54.13 TC: 53.81 TC: 53.72 TC: 53.05 TC: 53.10 TC: 53.06 TC: 53.14 1.8% TC: 54.80 TC: 54.80 TC: 54.80 TC: 54.80 TC: 53.50 TC: 53.50 TC: 53.50 TC: 53.50 TC: 53.50 TC: 53.50 TC: 53.50 RIM: 52.86 RIM: 52.80 RIM: 53.15 RIM: 53.10 RIM: 53.70 RIM: 53.24 RIM: 53.22 RIM: 52.81 RIM: 53.40 RIM: 53.54 RIM: 53.02 RIM: 52.57 RIM: 51.14 RIM: 51.10 RIM: 53.17 RIM: 53.20 RIM: 51.57 RIM: 51.63 RIM: 52.85 RIM: 52.88 RIM: 54.55 RIM: 54.14 TC: 54.80 TC: 54.80 TC: 54.80 TC: 53.50 TC: 53.50 TC: 53.50 TC: 53.50 TC: 53.41 TC: 53.41 TC: 53.41 TC: 53.41 TC: 53.29 0.8% 0.5% 0.6% TA/GB: 53.02 TA/GB: 54.47 TA/GB: 52.43 TA/GB: 53.05 TA/GB: 53.10 TA/GB: 51.85 TA/GB: 52.89 TA/GB: 53.33 TA/GB: 53.68 TA/GB: 53.33 TA/GB: 53.79 TA/GB: 53.25 TA/GB: 54.00 TA/GB: 52.93 TA/GB: 55.44 TA/GB: 51.49 53.34 1.2% 0.9% 2.8% 1.3% 1.0% 0.9% 3.3% 1.3% 0.5% 0.5% 0.5% 0.5% 2.5% 1.6% 4.1% 2.2% 3.0% 2.3% 2.3% 2.3% 2.3% 2.1% 2.0% 2.1% 3.7% 2.5% 3.8% 4.7% 4.5% 5.8% 2.3% 2.3% 1.6% 1.6% 2.2% 2.2% 2.2% 2.2% 3.1% 1.9% 2.0% 4.4% 2.7% 1.1% 2.4% 2.2% 2.0% 2.1% 1.9% 1.9% 2.1% 1.9% 2.1% 3.1% 2.4% 2.2% 2.0% 2.6% 3.4% 2.7% 3.1% 2.5% 2.3% 3.0% 2.1% 2.4% 2.1% 2.1% 4.0% 1.8% 4.5% 5.5% 1.8% 7.0% 6.0% 6.2% 4.2% 7.0% 2.0% 7.0% 4.5% 5.4% 5.0% 6.1% 5.1% 6.8% 7.4% 5.4% 6.4% 7.4% 6.5% 5.0% 4.1% 4.0% 2.0% 2.9% 2.9% 4.6% 5.4% 7.8% 54.81 54.56 54.72 55.09 53.45 53.22 53.32 53.71 52.13 53.11 52.71 52.74 53.19 TC: 54.64 TC: 54.80 TC: 53.40 TC: 53.30 TC: 52.36 TC: 55.15 7.7% 2.3% 2.3% 2.4% FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.81 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 TC: 54.88 TC: 54.84 TC: 53.99 TC: 54.09 TC: 54.31 TC: 54.21 TC: 55.00 TC: 53.41 TC: 52.62 TC: 52.46 TC: 52.87 TC: 53.25 TC: 54.31 TC: 54.28 TC: 53.35 TC: 53.00 TC: 53.60 TC: 51.33 TC: 51.35 TC: 51.66 TC: 51.70 TC: 52.79 TC: 52.83 TC: 53.13 TC: 53.17 TC: 54.54 TC: 54.51 TC: 54.58 TC: 54.90 TC: 54.76 54.39 54.59 54.58 54.49 54.10 54.73 54.80 54.84 54.80 4.3% 3.4% EAST OVERLAND ROAD Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES, THE CITY ENGINEER SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD APPLIES. 3. EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL. 4. SPOT ELEVATIONS INDICATE TOP BACK OF CURB UNLESS NOTED OTHERWISE AS FOLLOWS: EG = EXISTING GRADE FF = FINISH FLOOR FG = FINISH GRADE HP = HIGH POINT MX-MATCH EXISTING RIM = RIM OF STRUCTURE TA = TOP OF ASPHALT TC = TOP OF CONCRETE TG = TOP OF GRAVEL TW = TOP OF WALL 5. LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2% THERE ARE NO TOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION PAVEMENT SLOPES WITHIN DESIGNATED HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. 6. ADD 2600 TO SPOT ELEVATIONS TO GET ACTUAL ELEVATION 7. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. Horizontal Scale: 0 20' 40' 1" = 20' Grading Plan-Area 2 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN: 120124 C4.02 Grading Plan - Area 2 APPROVED FOR CONSTRUCTION I D AHO ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ 10/14/2021 12/09/21 FP-2021-0057 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD M W SD SD SD MW MW MW MW R/W R/W MATCH LINE - AREA 3 MATCH LINE - AREA 1 MATCH LINE - AREA 2 MATCH LINE - AREA 1 MATCH LINE - AREA 2 MATCH LINE - AREA 1 EP CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO 2651 2652 2652 2651 2650 2651 2652 2653 2653 2651 2651 2652 2652 2653 2652 2651 2651 2651 2651 2651 2650 2651 2653 2654 2654 1.8% 1.8% GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB 2.3% FF: 2652.45 FF: 2652.45 52.22 51.91 52.53 52.24 52.22 52.22 51.91 51.91 51.77 51.77 51.15 50.92 51.45 51.14 50.37 49.77 50.08 50.26 50.64 50.65 50.94 50.96 51.00 51.03 51.34 51.30 51.35 51.41 51.61 52.86 53.01 53.17 52.53 53.00 52.84 52.27 52.36 50.76 51.11 50.72 52.82 53.11 53.25 53.29 53.15 52.86 52.52 52.38 52.96 53.17 51.97 52.12 52.39 52.48 52.94 53.13 53.02 52.99 51.96 52.33 52.26 52.32 52.13 52.25 51.15 51.84 51.41 51.44 51.38 51.36 51.27 51.14 50.95 50.83 50.90 50.76 50.45 51.35 51.82 51.66 51.78 51.70 51.54 51.22 51.20 50.92 50.83 50.69 50.38 51.38 51.82 51.68 51.78 51.70 51.54 52.74 52.62 53.10 52.64 TC: 52.30 TC: 52.30 TC: 52.30 TC: 52.30 TC: 51.23 TC: 52.15 TC: 51.03 TC: 51.15 TC: 50.76 TC: 50.84 TC: 50.95 TC: 51.04 TC: 52.95 TC: 53.10 TC: 52.77 TC: 52.72 TC: 52.28 TC: 52.41 TC: 52.53 TC: 52.38 TC: 52.33 TC: 52.33 TC: 52.19 TC: 52.18 TC: 52.45 TC: 52.45 TC: 52.18 TC: 52.18 TC: 52.31 TC: 52.36 TC: 52.46 TC: 52.60 TC: 52.57 TC: 52.39 TC: 52.44 TC: 52.45 TC: 52.31 TC: 50.54 TC: 50.78 TC: 50.84 TC: 51.07 TC: 51.09 TC: 50.81 TC: 50.76 TC: 52.18 TC: 52.31 TC: 51.01 TC: 50.93 TC: 50.76 TC: 51.17 50.15 50.21 51.38 51.53 TC: 52.29 TA/GB: 50.03 TA/GB: 50.91 TA/GB: 51.10 51.46 51.39 51.37 51.37 52.93 52.97 53.00 53.17 53.21 53.17 52.44 53.31 53.58 53.32 53.23 52.75 52.78 52.63 52.50 52.79 54.25 53.85 53.96 53.35 54.00 54.29 54.20 53.91 53.76 53.77 53.90 54.19 53.04 53.33 53.33 53.47 53.19 53.06 52.64 53.10 51.79 52.72 52.93 53.09 53.17 52.43 52.35 51.24 51.03 51.27 51.29 51.36 51.41 51.44 51.47 51.49 51.52 51.23 51.44 51.47 51.95 51.98 52.22 52.19 50.72 TC: 53.36 TC: 54.35 TC: 54.33 TC: 52.67 TC: 54.64 TC: 54.64 1.8% TC: 51.68 TC: 51.60 HP: 2651.59 TC: 51.53 TC: 51.56 TC: 51.96 TC: 51.90 TC: 52.99 TC: 52.90 TC: 52.99 TC: 53.23 52.30 52.30 TC: 52.22 TC: 52.20 TC: 52.20 TC: 51.83 TC: 51.92 TC: 52.34 TC: 52.44 TC: 53.07 TC: 53.03 TC: 52.95 TC: 52.91 TC: 53.28 TC: 53.20 TC: 53.27 TC: 52.85 TC: 52.78 TC: 52.58 TC: 52.66 TC: 53.02 TC: 53.10 TC: 52.72 TC: 52.78 TC: 52.66 TC: 52.49 TC: 52.49 TC: 52.41 TC: 52.48 TC: 52.54 TC: 52.14 TC: 52.23 TC: 52.13 TC: 52.25 TC: 52.33 TC: 52.49 TC: 52.41 TC: 52.84 TC: 53.17 TC: 53.12 TC: 50.21 TC: 50.15 TC: 53.78 TC: 53.82 52.62 52.59 52.16 51.87 51.97 52.45 52.54 TC: 51.12 TC: 51.14 TC: 51.03 TC: 51.12 TC: 51.29 TC: 51.31 TC: 51.14 TC: 51.12 TC: 52.45 TC: 52.45 TC: 52.45 TC: 52.45 1.0% 4.4% 0.8% 1.8% TC: 54.80 TC: 54.80 TC: 52.40 TC: 52.45 TC: 52.45 TC: 52.45 TC: 52.45 TC: 52.45 TC: 52.45 TC: 52.33 TC: 52.33 TC: 52.45 TC: 52.45 RIM: 52.81 RIM: 52.36 RIM: 52.30 RIM: 53.40 RIM: 53.54 RIM: 53.02 RIM: 52.57 RIM: 51.14 RIM: 51.10 RIM: 50.75 RIM: 50.77 RIM: 51.22 RIM: 51.32 RIM: 52.26 RIM: 51.62 RIM: 51.54 RIM: 50.49 RIM: 51.09 RIM: 51.24 RIM: 51.93 RIM: 51.93 RIM: 53.17 RIM: 51.29 RIM: 51.57 RIM: 51.63 RIM: 52.53 RIM: 54.55 TC: 52.45 TC: 52.45 TC: 52.45 TC: 52.36 TC: 52.36 TC: 52.36 TC: 52.36 TC: 52.45 TC: 52.45 TC: 52.45 TC: 52.45 TC: 52.36 TC: 52.36 TC: 52.36 TC: 52.36 TC: 52.36 TC: 52.36 TA/GB: 51.24 TA/GB: 52.91 TA/GB: 51.56 TA/GB: 51.39 1.0% 0.6% 2.2% 1.5% 1.9% 1.0% 1.5% 1.5% 0.4% 1.0% 1.0% 1.0% 0.8% 0.5% 0.6% TA/GB: 52.43 TA/GB: 53.05 TA/GB: 53.10 TA/GB: 51.85 TA/GB: 52.89 TA/GB: 53.33 TA/GB: 51.49 TA/GB: 51.16 TA/GB: 51.34 TA/GB: 52.03 TA/GB: 52.89 53.34 TA/GB: 51.24 TA/GB: 50.59 2.4% 2.4% 4.1% 2.7% 0.7% 1.9% 2.2% 3.1% 2.5% 3.7% 2.3% 2.3% 2.0% 2.5% 1.6% 4.1% 2.2% 2.7% 3.7% 2.0% 2.7% 3.0% 3.6% 2.3% 2.5% 2.3% 2.5% 3.2% 3.2% 3.1% 2.1% 1.9% 2.5% 2.2% 2.0% 3.8% 2.2% 3.7% 2.7% 1.1% 2.4% 2.2% 2.4% 2.2% 2.0% 2.6% 3.4% 2.7% 3.1% 2.5% 2.3% 3.0% 2.1% 2.4% 2.1% 2.1% 4.0% 1.8% TC: 52.64 TC: 52.55 TC: 53.10 TC: 53.01 TC: 50.99 TC: 50.90 5.1% 5.9% FG: 52.45 FG: 52.45 FG: 52.45 1.7% 4.5% 5.5% 1.8% 7.0% 6.0% 6.2% 7.4% 4.2% 7.0% 6.0% 7.3% 3.8% 7.0% 4.0% 5.4% 5.7% 9.0% 8.6% 6.4% 6.3% 6.0% 7.4% 4.0% 1.8% 2.0% 2.9% 2.9% 4.6% 51.73 52.18 51.68 52.09 50.75 50.83 52.09 51.79 52.13 53.11 TC: 51.76 TC: 51.81 TC: 51.88 TC: 51.88 TC: 52.TC: 33 52.36 3.7% 2.2% 2.0% FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 52.45 FG: 53.50 FG: 53.50 FG: 53.50 FG: 53.50 FG: 54.80 FG: 54.80 FG: 54.80 FG: 54.80 TC: 51.09 TC: 51.28 TC: 51.47 TC: 51.36 TC: 51.18 TC: 50.93 TC: 50.83 TC: 49.79 TC: 50.38 TC: 50.14 TC: 50.71 TC: 50.40 TC: 50.42 TC: 50.34 TC: 50.34 TC: 49.79 TC: 51.52 TC: 51.34 TC: 50.14 TC: 50.12 TC: 50.10 TC: 50.11 TC: 50.62 TC: 51.31 TC: 51.26 TC: 51.04 TC: 51.01 TC: 50.71 TC: 50.74 TC: 50.89 TC: 50.95 TC: 51.54 TC: 52.28 TC: 51.33 TC: 51.35 TC: 51.66 TC: 51.70 TC: 52.79 TC: 52.83 TC: 53.13 TC: 53.17 52.23 51.42 50.53 50.48 50.29 50.25 50.66 50.61 50.22 50.27 50.53 50.56 50.78 50.94 51.16 50.92 50.84 50.78 50.62 49.95 50.18 50.31 51.25 50.89 51.34 51.06 51.23 51.06 51.52 51.43 50.86 50.62 50.54 51.17 51.40 51.05 50.99 51.32 50.14 49.77 49.82 50.32 50.38 50.02 50.06 50.55 49.70 50.05 50.63 50.42 50.10 50.17 50.69 50.80 50.51 50.59 51.09 49.71 50.29 51.12 51.10 51.50 TC: 51.49 TC: 50.87 TC: 50.62 TC: 50.57 TC: 50.81 TC: 50.64 51.14 TC: 50.73 TC: 50.80 5.7% 6.6% 4.2% 6.9% 6.1% 4.2% 6.0% 6.8% 5.2% 3.6% 0.7% 0.9% 6.5% EAST OVERLAND ROAD Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES, THE CITY ENGINEER SHALL BE NOTIFIED AND WILL DETERMINE WHICH STANDARD APPLIES. 3. EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL. 4. SPOT ELEVATIONS INDICATE TOP BACK OF CURB UNLESS NOTED OTHERWISE AS FOLLOWS: EG = EXISTING GRADE FF = FINISH FLOOR FG = FINISH GRADE HP = HIGH POINT MX-MATCH EXISTING RIM = RIM OF STRUCTURE TA = TOP OF ASPHALT TC = TOP OF CONCRETE TG = TOP OF GRAVEL TW = TOP OF WALL 5. LONGITUDINAL CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. HORIZONTAL CROSS SLOPE SHALL NOT EXCEED 2% THERE ARE NO TOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION PAVEMENT SLOPES WITHIN DESIGNATED HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. 6. ADD 2600 TO SPOT ELEVATIONS TO GET ACTUAL ELEVATION 7. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING. Horizontal Scale: 0 20' 40' 1" = 20' Grading Plan-Area 1 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C4.01 Grading Plan - Area 1 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY AND UTILITY TRENCHES ABOVE THE PIPE ZONE. WATER: 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. SEWER: 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). ACHD ROADWAY NOTES: 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL: 1.2. 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. 1.2.1. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 1.2.2. 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. 1.2.3. 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. 1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 1.2.5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHTS-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE SECTION NOTED ON THE ASPHALT PAVING SECTION DETAIL 1, SHEET C2.20. USE WHICHEVER SECTION IS GREATER. 2. PIPE TRENCH SHALL CONFORM TO THE LATEST EDITION OF THE I.S.P.W.C. DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE I.S.P.W.C. 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION DIVISION. CONTACT INSPECTION SERVICES AT 387-6284 TO OBTAIN A PERMIT TO WORK IN THE RIGHT-OF-WAY. INSPECTION REQUESTS REQUIRE A MINIMUM OF 24-HOUR PRIOR NOTICE. 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACHD INSPECTION STAFF. ALL PAVEMENT MARKINGS SHALL COMPLY WITH ACHD POLICY AND ISPWC SECTION 1100. MARKINGS SHALL TRANSITION SMOOTHLY WITH EXISTING PAVEMENT MARKINGS. 5. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SOILS DATA TO VERIFY THAT NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. ACHD STANDARD CONDITIONS: 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR RIGHT-OF-WAY. 3. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT ACHD INSPECTION SERVICES AT 387-6284. 4. COMPLY WITH DISTRICT'S TREE PLANTER POLICY. 5. CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD-301, SD-303, AND SD-806. A TRAFFIC CONTROL PLAN WILL ALSO BE NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S CONSTRUCTION SERVICES DIVISION FOR REVIEW AND APPROVAL. IT IS STRONGLY RECOMMENDED THAT THE NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE FEWEST POSSIBLE. 6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR DETAILS. 7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ACHD PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. 8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY 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 . Certification of Compliance with Design Standards: PRESSURIZED IRRIGATION: 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. Earthwork Notes: Grading and Drainage Notes: 1. DEFINITIONS 1.1. GEOTECHNICAL ENGINEERING REPORT: GEOTECHNICAL ENGINEERING REPORT BY MATERIALS TESTING & INSPECTION (MTI). REPORT FOR PROPOSED SUBDIVISION FLOWER PROPERTY, MERIDIAN, ID, FILE NO. b51328g, DATED OCTOBER 13, 2005, AND REPORT FOR NEW WEST ADA SCHOOL DISTRICT HIGH SCHOOL, MERIDIAN, ID, FILE NO. b180703g_limitedgeo, DATED MAY 16, 2018. 1.2. STRUCTURAL FILL: SOIL MATERIALS USED TO RAISE THE GRADES BENEATH BUILDINGS, FOOTINGS, FOUNDATIONS, RETAINING WALLS, SLABS, CURBS, MECHANICAL AND ELECTRICAL APPURTENANCES, OR OTHER MAN-MADE STATIONARY FEATURES CONSTRUCTED ABOVE OR BELOW THE GROUND SURFACE. 1.3. BUILDING PAD AREAS: THE LIMITS DESIGNATED ON THE GRADING PLAN WITHIN WHICH A BUILDING FOUNDATION IS LIKELY TO OCCUR. BUILDINGS LOCATED OUTSIDE OF THESE LIMITS MAY REQUIRE REEXCAVATION AND REPLACEMENT OF STRUCTURAL FILL AT THE TIME OF CONSTRUCTION BY THE BUILDING CONTRACTOR. 1.4. LOAD STRESS ENVELOPE: A 1 VERTICAL TO 1 HORIZONTAL (1:1) PLANE EXTENDING DOWNWARD FROM THE OUTSIDE EDGE OF THE FOOTING. 1.5. MOISTURE CONDITIONING: THE PROCESS OF RAISING THE MOISTURE LEVELS IN THE SOIL TO LEVELS AT OR NEAR OPTIMUM. INCLUDES SCARIFYING, ADDING WATER, MIXING OF SOIL AND RECOMPACTION FOLLOWED BY TESTING TO CONFIRM THAT MOISTURE LEVELS HAVE BEEN MET. 1.6. AIR DRYING: THE PROCESS OF LOWERING THE MOISTURE LEVELS IN THE SOIL TO LEVELS AT OR NEAR OPTIMUM. 2. GENERAL 2.1. WHERE IT IS NOT SPECIFICALLY STATED IN THE GEOTECHNICAL ENGINEERING REPORT OR IN THESE SPECIFICATIONS THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SHALL GOVERN. 2.2. CONTRACTOR SHALL CONTACT "DIG LINE" 48 HOURS PRIOR TO ANY EXCAVATION. 1-800-342-1585. 3. STRIP 3.1. REFER TO THE GEOTECHNICAL REPORT FOR DETAILS OF STRIP REQUIREMENTS PRIOR TO PLACEMENT AND COMPACTION OF STRUCTURAL FILL MATERIALS. SEE "CONSTRUCTION CONSIDERATIONS" SECTIONS. ORGANIC AND/OR DISTURBED SOILS, IF ENCOUNTERED, SHALL BE REMOVED TO DEPTHS OF 1 FOOT (MINIMUM), AND STOCKPILED BY EARTHWORK CONTRACTOR FOR LATER USE. 3.2. THE STRIPPED SURFACE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO SUBSEQUENT EXCAVATION OR FILLING. 3.3. STOCKPILE EXCAVATED LANDSCAPE FILL MATERIALS AND STRUCTURAL FILL MATERIAL SEPARATELY WITHOUT INTERMIXING. PLACE, GRADE, AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. 4. EXCAVATION 4.1. REFER TO THE GEOTECHNICAL REPORT FOR DETAILS OF SPECIAL EXCAVATION REQUIREMENTS BENEATH FOOTINGS, FLOOR SLABS, FLEXIBLE PAVEMENTS AND CONCRETE SLABS ON GRADE. 4.2. ALL EXISTING ORGANIC AND/OR DISTURBED SOILS ARE TO BE COMPLETELY REMOVED FROM BENEATH THE BUILDING PAD AREAS AND WITHIN THE "LOAD STRESS ENVELOPE" AS INDICATED ON THE GRADING PLAN AND FROM BENEATH THE PAVEMENT AREAS AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 4.3. STOCKPILE EXCAVATED LANDSCAPE FILL MATERIALS AND STRUCTURAL FILL MATERIAL SEPARATELY WITHOUT INTERMIXING. PLACE, GRADE, AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. 5. SUBGRADE INSPECTION 5.1. NOTIFY GEOTECHNICAL ENGINEER WHEN EXCAVATIONS HAVE REACHED REQUIRED SUBGRADE FOR APPROVAL AFTER STRIP AND PRIOR TO FILL. 5.2. IF UPON INSPECTION OF SUBGRADE, GEOTECHNICAL ENGINEER DETERMINES THAT ADDITIONAL STRIP IS NECESSARY OR THAT UNSATISFACTORY SOIL IS PRESENT, CONTINUE EXCAVATION AND REPLACE WITH COMPACTED FILL MATERIAL AS DIRECTED. 5.3. IF GEOTECHNICAL ENGINEER DETERMINES THAT THE SUBGRADE AREAS THAT HAVE BEEN "MOISTURE CONDITIONED" OR "AIR DRIED" DO NOT MEET THE REQUIRED MOISTURE LEVELS, REPEAT MOISTURE CONDITIONING OR AIR DRYING PROCESS WITHOUT ADDITIONAL COMPENSATION. 5.4. WHEN APPROVAL OF SUBGRADE HAS BEEN OBTAINED FROM THE GEOTECHNICAL ENGINEER, THE CONTRACTOR SHALL KEEP THE SUBGRADE SOILS DRY, UNFROZEN AND FREE OF TRAFFIC UNTIL THE FULL PAVEMENT SECTION HAS BEEN INSTALLED. 5.5. RECONSTRUCT SUBGRADES DAMAGED BY FREEZING TEMPERATURES, FROST, RAIN, ACCUMULATED WATER, OR CONSTRUCTION ACTIVITIES, AS DIRECTED BY GEOTECHNICAL ENGINEER, WITHOUT ADDITIONAL COMPENSATION. 6. SOIL FILL 6.1. STRUCTURAL FILL: ACCEPTABLE SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, SM AND ML OR A COMBINATION OF THESE GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 6 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER. SILT SOILS (GM, SM AND ML) MAY BE USED AS STRUCTURAL FILL IF IT CONTAINS LESS THAN 3% ORGANICS AS DETERMINED BY THE GEOTECHNICAL ENGINEER AND THE PLACEMENT AND COMPACTION OF THE MATERIAL IS SUPERVISED AND APPROVED BY THE GEOTECHNICAL ENGINEER. USE OF SILT SOILS AS STRUCTURAL FILL IS PROHIBITED BELOW FOOTINGS. 6.2. LANDSCAPE SOIL FILL: THE STRIP MATERIAL (ML) WHICH CANNOT BE USED AS STRUCTURAL MATERIAL, (I.E., GREATER THAN 3% ORGANICS), MAY BE USED AS LANDSCAPE FILL MATERIAL. 6.3. PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING MATERIAL. 6.4. DO NOT PLACE BACKFILL OR FILL SOIL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN FROST OR ICE. 6.5. UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACKFILL SOIL LAYER BEFORE COMPACTION TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT. SOILS NOT MAINTAINED WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT AT TIME OF COMPACTION SHALL BE CONSIDERED UNSATISFACTORY. 6.6. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY OTHERWISE SATISFACTORY SOIL MATERIAL THAT EXCEEDS OPTIMUM MOISTURE CONTENT BY 2 PERCENT AND IS TOO WET TO COMPACT TO SPECIFIED DRY UNIT WEIGHT. 6.7. PROTECT APPROVED SUBGRADE SOIL FROM RECEIVING EXCESS MOISTURE. IF THIS SOIL IS ALLOWED TO RECEIVE MOISTURE, WHICH RAISES IT ABOVE ITS OPTIMUM LEVELS, IT WILL BECOME INSTABLE AND NOT BE COMPACTABLE. INSTABLE SOIL SHALL BE REMOVED AND REPLACED WITH ENGINEERED FILL AT THE CONTRACTOR'S EXPENSE. 6.8. SUBGRADE MATERIALS WHICH HAVE BEEN PREVIOUSLY APPROVED BUT HAVE BEEN DRIED OR DAMPENED CAUSING THE SOIL TO BE OUTSIDE OF REQUIRED MOISTURE LEVELS SHALL BE RE-MOISTURE CONDITIONED AT CONTRACTOR'S EXPENSE. 6.9. SANDY SILT (ML) USED AS STRUCTURAL FILL MAY REQUIRE MOISTURE CONDITIONING, AS DETERMINED BY THE GEOTECHNICAL ENGINEER. MOISTURE CONDITIONING SHALL BE AS FOLLOWS: SCARIFY TO A DEPTH OF 12 INCHES. APPLY WATER TO RAISE THE MOISTURE LEVEL IN THE SOIL 1 TO 4 PERCENTAGE POINTS ABOVE OPTIMUM. RECOMPACT TO AT LEAST 95% AND NO MORE THAN 98% OF THE MAXIMUM DENSITY AS REQUIRED BY ASTM D 1557 "MODIFIED PROCTOR". 6.10. COMPACTION OF STRUCTURAL FILL: PLACE MATERIALS IN LAYERS NOT MORE THAN 12 INCHES IN LOOSE DEPTH. 6.11. COMPACT STRUCTURAL FILL TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRY DENSITY: 6.11.1. BELOW STRUCTURES: COMPACT EACH LAYER OF STRUCTURAL FILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 6.11.2. BELOW RIGID PAVEMENTS: COMPACT 12 INCHES OF EXISTING SUBGRADE TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. COMPACT EACH LAYER OF STRUCTURAL FILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 6.11.3. BELOW FLEXIBLE PAVEMENTS: COMPACT 12 INCHES OF EXISTING SUBGRADE TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. COMPACT EACH LAYER OF STRUCTURAL FILL TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 OR 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. 6.11.4. UNDER LAWN OR UNPAVED AREAS: SCARIFY AND RECOMPACT TOP 6 INCHES BELOW SUBGRADE AND COMPACT EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 6.11.5. UTILITY TRENCHES: COMPACT EACH LAYER OF INITIAL AND FINAL BACKFILL SOIL MATERIAL TO 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 6.11.6. STRUCTURAL FILL WITHIN THE BUILDING PAD AREAS DESCRIBED ABOVE AND WITHIN THE "LOAD STRESS ENVELOPE" SHALL BE PLACED AND COMPACTED TO THE ELEVATIONS SHOWN ON THE GRADING PLAN. 7. GRADING 7.1. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES, AND ELEVATIONS INDICATED. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES AND NEW GRADES. CUT OUT SOFT SPOTS AND FILL, FILL LOW SPOTS, AND TRIM HIGH SPOTS TO COMPLY WITH REQUIRED SURFACE TOLERANCES. 7.2. FINISH SUBGRADES TO REQUIRED ELEVATIONS WITHIN THE FOLLOWING TOLERANCES: PAVEMENTS: PLUS OR MINUS 1/2 INCH BASE COURSE, PLUS OR MINUS 0.1 FEET SUBGRADE; UNPAVED AREAS: PLUS OR MINUS 0.3 FEET. 7.3. MAXIMUM SLOPE SHALL BE 3:1 UNLESS OTHERWISE INDICATED. 8. FIELD QUALITY CONTROL 8.1. OWNER WILL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO PERFORM FIELD QUALITY-CONTROL TESTING. 8.2. ALLOW TESTING AGENCY TO INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER. PROCEED WITH SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH REQUIREMENTS. 8.3. BUILDING PAD AREAS SHALL BE TESTED AT A RATE OF 1 TEST PER 5,000 SF PER LIFT. PARKING AND DRIVEWAY AREAS SHALL BE TESTED AT A RATE OF 1 TEST PER 10,000 SF. 8.4. TRENCH BACKFILL: PER IDAHO STANDARD FOR PUBLIC WORKS DIVISION 200. 8.5. WHEN TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED WITHOUT ADDITIONAL COMPENSATION. 9. PROTECTION 9.1. PROTECT EXCAVATED SUBGRADE AREAS OR AREAS STRIPPED FOR SUBSEQUENT FILL MATERIAL PLACEMENT BENEATH AREAS TO BE PAVED: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE AND CONSTRUCT WORK, AND PROVIDE PROTECTION, IN A MANNER TO AVOID CAUSING INSTABILITY OF THE EXISTING SOILS. SUCH PROTECTION MAY INCLUDE AVOIDING TRAFFIC OVER SUCH AREAS WITHOUT PROVISION OF A PROTECTIVE CONSTRUCTION ACCESS ROAD. CONTRACTOR SHALL KEEP SURFACES WELL DRAINED FREE FROM PUDDLING, PONDING, OR POTENTIAL MOISTURE BUILD UP IN THE FORM OF SNOW OR OTHERWISE, WHICH MAY CAUSE THE INSTABILITY OF THE SURFACE SOILS OR UNDERLYING SOILS. 9.2. UPON COMPLETION OF EXCAVATION TO SUBGRADE LEVELS BENEATH SUBSEQUENT FILL, THE CONTRACTOR SHALL IMMEDIATELY OBTAIN COMPACTION LEVELS AS REQUIRED. IF AFTER APPROVAL, THE SUBGRADE SOILS RECEIVE MOISTURE WHICH RAISES THE MOISTURE CONTENT TO A LEVEL EXCEEDING THE TARGET MOISTURE LEVELS, THEY SHALL BE SCARIFIED AND ALLOWED TO DRY OR REMOVED AND REPLACED WITH ENGINEERED FILL AT THE CONTRACTOR'S EXPENSE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO KEEP THESE SUBGRADE SOILS DRY AND FREE OF TRAFFIC PRIOR TO AND DURING COMPACTION EFFORTS AND UNTIL THE FULL PAVEMENT SECTION HAS BEEN INSTALLED. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE SUBGRADE IMMEDIATELY AFTER COMPLETION OF SUBGRADE MOISTURE CONDITIONING AND/OR COMPACTION EFFORTS. 9.3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES AND IMPROVEMENTS. ANY DAMAGE TO EXISTING FACILITIES OR IMPROVEMENTS RESULTING FROM THE CONTRACTORS OPERATIONS, SHALL BE REPAIRED OR REPLACED AT CONTRACTORS EXPENSE. 25. REGULATORY REQUIREMENTS 25.1. AN EPA NPDES PERMIT IS REQUIRED. CONTRACTOR SHALL FILE A "NOTICE OF INTENT" WITH THE EPA, AND PREPARE A "STORM WATER POLLUTION PREVENTION PLAN". A DEWATERING PLAN SHALL BE PART OF THE POLLUTION PREVENTION PLAN. 25.2. CONTRACTOR SHALL MANAGE ALL WATER GENERATED FROM DEWATERING ACTIVITIES ONSITE. IF CONTRACTOR CHOOSES TO DISCHARGE WATER OFFSITE AND TO WATERS WHICH ARE, OR ULTIMATELY FLOW TO, WATERS OF THE STATE THEN A "SHORT TERM ACTIVITY EXEMPTION" OR EQUIVALENT SHALL BE OBTAINED FROM THE DEPARTMENT OF ENVIRONMENTAL QUALITY. General Notes: 1. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD. 2. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS OF ITEM #5 AT THE REQUEST OF THE APPROVING AGENCY AND/OR THE DESIGN ENGINEER PRIOR TO FUND DISBURSEMENT COVERING SAID WORK. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL DIGLINE AT 208-342-1585. 4. WORK SUBJECT TO AGENCY OR PROJECT ENGINEERS APPROVAL MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK AS SPECIFIED. 5. THE CONTRACTOR MUST KEEP A SEPARATE SET OF CONSTRUCTION PLANS TO RECORD AS-BUILT INFORMATION DURING CONSTRUCTION. AT THE COMPLETION OF CONSTRUCTION, THIS SET OF PLANS MUST BE SUBMITTED IN LEGIBLE FORM TO AND APPROVED BY THE PROJECT CIVIL ENGINEER AND OWNER. ALL DISCREPANCIES TO BE REPORTED TO THE CIVIL ENGINEER FOR REVIEW AND APPROVAL. 6. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. 7. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. 8. ALL EXISTING UTILITY LOCATIONS SHOWN IN THESE PLANS ARE APPROXIMATE ONLY AND MUST BE VERIFIED. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. EXACT LOCATION OF UNDERGROUND UTILITIES CAN ONLY BE DETERMINED BY PHYSICAL EXCAVATION OF THE UTILITY LINE AND SURVEYING THE LOCATION OF THE PIPE OR CONDUIT. CALL "DIG LINE", 48 HOURS IN ADVANCE OF COMMENCING WORK, AT 1-800-342-1585. 9. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS OTHERWISE NOTED. THE DIRECT COST OF PERMITS WILL BE REIMBURSED BY THE OWNER. 10. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND INCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. 11. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE START OF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT (ACHD) INFRASTRUCTURE. THE GENERAL CONTRACTOR SHALL COORDINATE THE PRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER, REPRESENTATIVE FROM THE CITY OF EAGLE PUBLIC WORKS DEPARTMENT, EAGLE SEWER DISTRICT, ACHD, ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 2. UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS HAVE BEEN LOCATED AS MARKED IN THE FIELD BY DIGLINE AND APPLICABLE UTILITY COMPANIES. THE SURVEYOR HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL CONTACT DIGLINE TO MARK ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. CONTACT DIGLINE AT 1.800.342.1585. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. 3. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN THE SUBGRADE IN SUCH A CONDITION THAT IT WILL BE WELL-DRAINED AT ALL TIMES. DRAINAGE DITCHES SHALL BE CONSTRUCTED AS NECESSARY TO AVOID DAMAGE TO THE CONSTRUCTION SITE. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION AND ELEVATION OF ALL TIE IN POINTS PRIOR TO CONSTRUCTION AND SHALL CONTACT THE DESIGN ENGINEER WITH ANY DISCREPANCIES. THIS SHALL BE FOR ALL SURFACE AND SUBSURFACE CONNECTIONS. 5. UNLESS NOTED OTHERWISE, ALL STORM STORM DRAIN PIPE (ABBREVIATED SD ON PLANS) SHALL BE ASTM D 3034 PVC; AASHTO M 252 OR AASHTO M 294 HDPE PER ISPWC SECTION 601. 6. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE ISPWC SECTION 301. 7. PIPE COUPLINGS SHALL CONFORM TO THE REQUIREMENTS OF ISPWC SECTION 601 PART 2 & 2.3. ALL DISSIMILAR SIZE PIPE MAINLINE (GREATER THAN 12" DIAMETER) TO MAINLINE CONNECTIONS SHALL BE WITH ECCENTRIC FITTINGS (MATCHING INVERT ELEVATIONS) AND SHALL PROVIDE A WATERTIGHT CONNECTION. ALL STORM DRAIN SERVICE LINE CONNECTIONS SHALL BE TYPE "A" PER ISPWC SD-511 (PREFERRED) OR TYPE "C" (MATCHING CROWN). ALL PIPE SHALL BE PROVIDED WITH 1-FOOT MINIMUM COVER. 8. PROVIDE A FLEXIBLE MANHOLE CONNECTOR (KOR-N-SEAL OR APPROVED SUBSTITUTION) FOR ALL PIPE CONNECTIONS THROUGH CIRCULAR STRUCTURES (MANHOLES AND CATCH BASINS). CORE DRILL ALL RECTANGULAR STRUCTURES AND GROUT PENETRATIONS WATER-TIGHT PER ISPWC SECTION 703. APPROVED FOR CONSTRUCTION I D AHO ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ 10/14/2021 12/09/21 FP-2021-0057 2' 3 Accessible Parking Stall 2 SECTION VIEW SIGN, TYPICAL PLAN VIEW NOTE: 5'-0" TO BOTTOM OF SIGN 1'-6" MIN. 1'-0" MIN. 2" 12" NOTES: 1. SIGN POSTS IN LANDSCAPE AREAS TO BE SET BACK OF CURB AND/OR BACK OF SIDEWALK. 2. TOP OF FOOTING FINISH TO MATCH ADJACENT CONCRETE FLATWORK FINISH WHERE APPLICABLE. 1. TOP OF POST TO BE CUT 1/2" BELOW TOP OF SIGN. 2" x 2" x 10' (MINIMUM) SQUARE GALVANIZED PERFORATED SIGN POST (12 GAUGE MIN. WALL THICKNESS). 3 8" X 3 1 2" CADMIUM PLATED HEX HEAD BOLT WITH FLAT LOCK WASHER AND NUT FINISH GRADE SLOPE TOP OF CONCRETE TO ENSURE POSITIVE DRAINAGE AWAY FROM SIGN POST 2 1 2" x 2 1 2" x 18" LONG ANCHOR POST, NON-PERFORATED (12 GAUGE MIN. WALL THICKNESS) WRAP ANCHOR SLEEVE AND ANCHOR POST WITH (1) LAYER OF DUCT TAPE 2 1 4" x 2 1 4" x 36" LONG ANCHOR POST, NON-PERFORATED (12 GAUGE MIN. WALL THICKNESS) CONCRETE FOOTING SIGN POST & FOOTING LANDSCAPE PER PLANS POST IN LANDSCAPE 2'-0" MIN. 3 Sign Post And Footing Scale: NTS 12/09/21 FP-2021-0057 COMPACTED SUB-GRADE 3 Standard Concrete Flatwork Scale: NTS NOTES: 1. CONTRACTION JOINTS AT 10' INTERVALS MAXIMUM (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR CONTRACTION JOINTS). 6" 18" 6-1/2" 3/4" 5-3/4" 12-1/2" R1" R1/2" R3-1/2" ±1/2" R1/2" ASPHALT PAVEMENT PER PLANS 4" DEPTH OF BASE COURSE 9 6-IN Curb/18-IN Reverse Plate Gutter Scale: NTS 24" 6" 18" 1" BATTER 1 '-1/2" 6" 4" 5-3/4" 6" 5" R3-1/2" ± 1/2" R1" R1/2" R1/2" AGGREGATE BASE COMPACTED SUBGRADE ASPHALT PAVING 1-1/2" 8 6-IN Curb/18-IN Catch Plate Gutter Scale: NTS NOTE: 1. REFER TO LAYOUT PLANS FOR ACTUAL RAMP DIMENSIONS. VARIATIONS FROM THE DETAIL SHALL BE SUPERCEDED BY DIMENSIONS INDICATED ON THE PLANS. MAX SLOPE 12:1 CURB RAMP & PROVIDE DETECTABLE WARNING SURFACE CONCRETE CURB & GUTTER PER PLANS ASPHALT PAVEMENT PER PLANS COMPACTED SUBGRADE CONCRETE SIDEWALK 36" MIN. FINISHED SURFACE PER PLANS FINISHED SURFACE PER PLANS 13 ADA Pedestrian Ramp - Type 1E Scale: NTS NOTE: 1. REFER TO LAYOUT PLANS FOR ACTUAL RAMP DIMENSIONS. VARIATIONS FROM THE DETAIL SHALL BE SUPERCEDED BY DIMENSIONS INDICATED ON THE PLANS. CONCRETE CURB & GUTTER PER PLANS ASPHALT PAVEMENT PER PLANS DETECTABLE WARNING SURFACE 6-IN CURB CONCRETE SIDEWALK 1 4"x 1 4" DETECTABLE WARNING GROOVES SPACED 6-IN APART @ 12:1 MAX. SLOPE 5' 6' SEE PLANS 6' MAX SLOPE 12:1 MAX SLOPE 12:1 FLUSH FINISHED SURFACE PER PLANS FINISHED SURFACE PER PLANS 14 ADA Pedestrian Ramp - Type 2A Scale: NTS APPROVED FOR CONSTRUCTION I D AHO NOTE: 1. REFER TO LAYOUT PLANS FOR ACTUAL RAMP DIMENSIONS. VARIATIONS FROM THE DETAIL SHALL BE SUPERCEDED BY DIMENSIONS INDICATED ON THE PLANS. CURB RAMP & PROVIDE DETECTABLE WARNING SURFACE CONCRETE SIDEWALK ASPHALT PAVEMENT PER PLANS CONCRETE CURB & GUTTER PER PLANS COMPACTED SUBGRADE 6' 6' 6' LANDSCAPE AREA FINISHED SURFACE PER PLANS 12 ADA Pedestrian Ramp Scale: NTS TOOLED SCORE JOINT EXPANSION JOINT 1" 1/4" 3/8" 4" 1/4" 4" 4" NOTES: 1. ALL GENERAL JOINT PATTERNS SHALL BE BEVEL SAWCUT PER DETAIL. 2. TOOLED JOINTS ARE ACCEPTABLE WHEN REQUIRED BY EXISTING CONDITIONS. CONFIRM WITH ARCH. PRIOR TO INSTALLATION. 3. CONCRETE FLATWORK AREAS REQUIRE 'ZIP-STRIP' TYPE JOINT OR SIM., WITH JOINT SEALANTS. 4. PROVIDE VERTICAL TOOLED SCORING EVERY 10-FT. O.C. AT CONCRETE STAIRS. 5. PROVIDE VERTICAL CHAMFER JOINTS EVERY 10-FT. O.C. AT CONCRETE WALLS. 1/2" RADIUS (TYP.) 3/8" BITUMINOUS EXPANSION MATERIAL, RECESS TO ALLOW TOOLED EDGE CONCRETE FLATWORK PER DETAIL 3/C2.50 3/4-IN. AGGREGATE BASE SAWCUT JOINT 1" 1/4" 4" SAWCUT BEVEL REQUIRED 1/4-IN. MIN VERTICAL EXPANSION JOINT CONCRETE WALL PER DETAIL 1/C2.51 1/2" CHAMFER EXPANSION JOINT AT 10-FT. O.C. (TYP.) 1/2" TOP OF WALL FINISH GRADE 5 Concrete Joints Scale: NTS NOTE: 1. PROVIDE SCORE JOINTS AT 3' O.C. AGGREGATE BASE AS SPECIFIED COMPACTED SUBGRADE ASPHALT PAVING PER PLANS 1/2" RADIUS 6" x 12" CONCRETE BAND FINISH GRADE PER PLANS 6" 11 Concrete Ribbon Curb Scale: NTS SECTION PLAN REINFORCEMENT AT STRUCTURE REINFORCEMENT AT LIGHT POLE UTILITY STRUCTURE - SHOWN FOR REFERENCE ONLY. CONCRETE REFER TO UTILITY PLAN FOR MORE INFORMATION. FLATWORK PER 3/C2.50. #3 REBAR #3 REBAR UTILITY STRUCTURE. SIZE VARIES. NO. 3 REBAR LIGHT POLE BASE PER ELECTRICAL CONCRETE FLATWORK PER 3/C2.50. EDGE OF FLATWORK CONTRACTION JOINT PER DETAIL 5/C2.50 6" 6" 6" 6" 3" (TYP.) 6" TYP. 6" TYP. 3" CLEAR (TYP.) 12" STAMP UTILITY TYPE. REFER TO DETAIL 4/C5.50 XX PLAN 3" (TYP.) 12" #3 REBAR BUILDING COLUMN. CONCRETE FLATWORK PER PLAN. REINFORCEMENT AT BUILDING COLUMN, SCALE: 1/4" = 1' CONCRETE FLATWORK PER PLAN. COLD JOINT NON-SEALED ISOLATION JOINT PER DETAIL 5/C2.50. CONTRACTION JOINT PER DETAIL 5/C2.50 6 Flatwork Reinforcement Scale: NTS 6" 4" 1'-10" 2" 2' 6" 12" NOTES: 1. SCORE JOINTS AT 10' 0.C. 2. EXPANSION JOINTS AT 40' 0.C. 3. PROVIDE EXPANSION JOINTS AT THE INTERSECTION OF STRAIGHT CURB & RADII. 4. EXPANSION JOINTS SHALL BE PREFORMED JOINT FILLER OF 3/8" THICKNESS. 5. SCORE JOINTS SHALL BE MINIMUM 1/8" WIDE, 1-1/2" DEEP, AND ROUNDED CORNERS. R1/2" COMPACTED SUBGRADE FINISH GRADE 3/4" AGGREGATE BASE ASPHALT PAVING CONCRETE CURB 10 Vertical Curb Scale: NTS 9" 1' NOTES: 1. LOCATE THE CONCRETE APRON AROUND EACH LIGHT POST OR STORM DRAIN INLET LOCATED WITHIN A TURF AREA. 2. CONCRETE SECTION, SEE CONCRETE FLATWORK DETAIL 3/C2.50. 3. ENLARGE AS REQUIRED FOR LIGHT POLE BASE. STANDARD FLATWORK APRON - SEE DETAIL 3/C2.50. LIGHT POLE FOOTING PER ELECTRICAL ISOLATION JOINT, SEE DETAIL 5/C2.50. EDGE OF CONCRETE SIDEWALK, CURBING, OR SIMILAR CONTRACTION JOINT - SEE DETAIL 5/C2.50. Concrete Apron 7 Scale:1' 1" = EXPANSION JOINT, SEE DETAIL 4/C2.50. 6" CONCRETE SLAB 6X6 WWF CENTERED IN SLAB SCORE JOINT, SEE DETAIL 4/C2.50 6" DEPTH TYPE B - CRUSHED GRAVEL COMPACTED SUBGRADE 6" SUPPORT IN CENTER AS REQUIRED. 6" NOTE: 1. JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH OF WALK, AS SHOWN ON DRAWINGS. STRUCTURE, PAVED AREA, OR OBJECT Scale: 1" = 1' Heavy Duty Concrete Flatwork 4 12/09/21 FP-2021-0057 3.1 11 3.2 3.1 3.1 10 15 3.1 3.1 3.2 3.1 3.2 3.1 3.1 3.1 1 11 13 8 13 13 11 11 11 11 11 11 12 11 4 4 4 14 14 14 9 9 9 9 9 9 9 10 9 9 9 10 9 10 10 9 9 9 9 9 9 9 9 9 14 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 9 5 5 10 5 5 5 5 5 5 5 5 9 9 5 5 5 5 5 5 5 Keynotes: CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. Material Legend 1. BICYCLE PARKING FACILITIES (25 RACKS, 50 SPACES), SEE LANDSCAPE PLANS FOR DETAILS 2. TRASH ENCLOSURE - SEE ARCHITECTURAL PLAN SHEET A940 FOR DETAILS 3. ADA PEDESTRIAN RAMP PER DETAIL 12/C2.50 3.1. TYPE 1E PER DETAIL 13/C2.50 3.2. TYPE 2A PER DETAIL 14/C2.50 4. ADA ACCESSIBLE PARKING STALLS AND SIGNAGE PER DETAILS 2 &3/C2.51 5. SITE LIGHT FIXTURE - REFER TO SITE LIGHTING PLANS. INSTALL CONCRETE APRON PER DETAIL 7/C2.50 6. 6-IN VERTICAL CURB NO GUTTER PER DETAIL 10/C2.50 7. INSTALL CONCRETE RIBBON CURB PER DETAIL 11/C2.50. WIDTH PER PLAN - SEE SITE LAYOUT PLANS C2.01 - C2.06 8. 18-IN CONCRETE SEAT WALL PER DETAIL 1/C2.51. INSTALL VERTICAL JOINTS 10-FT ON CENTER PER DETAIL 5/C2.50. SEE GRADING PLANS FOR MORE INFORMATION. 9. PROPOSED STORM WATER UTILITY STRUCTURE - SEE DRAINAGE PLANS C5.01 - C5.06 10. PROPOSED SANITARY SEWER UTILITY STRUCTURE - SEE UTILITY PLAN C6.00 11. PROPOSED WATER UTILITY STRUCTURE - SEE UTILITY PLAN C6.00 12. PROPOSED GRAVITY IRRIGATION STRUCTURE - SEE GIRR PLAN C7.00 13. INSTALL BENCH THIS LOCATION - COORDINATE WITH LANDSCAPE PLANS 14. CARPORT ABOVE - COORDINATE WITH ARCHITECTURAL PLANS 15. ELECTRIC VEHICLE CHARGING STATION - REFER TO ELECTRICAL PLANS 16. TERMINUS BARRICADE - SEE SIGNAGE & STRIPING PLAN C8.02 17. RELIANCE FOUNDRY BOLLARD POST MODEL R-7901 FOLD DOWN COLLAPSIBLE MOUNT. SURFACE MOUNT TO CONCRETE FLATWORK. 18. INSTALL 4-FT VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708 Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL REQUIREMENTS. 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. HEAVY DUTY ASPHALT PAVING, SEE DETAIL 1/C2.50 STANDARD CONCRETE FLATWORK, SEE DETAIL 3/C2.50. ALL FLATWORK WITHIN ACHD ROW SHALL BE PER ACHD SUPPLEMENTAL SD-709. REINFORCED CONCRETE FLATWORK, SEE DETAIL 4/C2.50. ALL FLATWORK WITHIN ACHD ROW SHALL BE PER ACHD SUPPLEMENTAL SD-709. # STANDARD ASPHALT PAVING, SEE DETAIL 2/C2.50 DECORATIVE PAVING, SEE LANDSCAPE PLANS. RAISED PLANTER BED, SEE LANDSCAPE PLANS. LANDSCAPE AREA, SEE LANDSCAPE PLANS. 6-IN REVERSE CURB AND GUTTER PER DETAIL 9/C2.50 6-IN CATCH CURB AND GUTTER PER DETAIL 8/C2.50 OVERLAND ASPHALT PAVING, SEE STREET SECTION 1/C4.10 Horizontal Scale: 0 20' 40' 1" = 20' Site Materials-Area 6 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C2.16 Site Materials - Area 6 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 11 8 10 15 11 3.1 3.1 3. 3.2 11 3.1 11 11 3.1 11 11 12 4 4 4 15 14 14 14 14 14 14 14 10 10 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 3.1 9 9 9 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 9 5 5 5 5 5 5 5 Keynotes: CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. Material Legend 1. BICYCLE PARKING FACILITIES (25 RACKS, 50 SPACES), SEE LANDSCAPE PLANS FOR DETAILS 2. TRASH ENCLOSURE - SEE ARCHITECTURAL PLAN SHEET A940 FOR DETAILS 3. ADA PEDESTRIAN RAMP PER DETAIL 12/C2.50 3.1. TYPE 1E PER DETAIL 13/C2.50 3.2. TYPE 2A PER DETAIL 14/C2.50 4. ADA ACCESSIBLE PARKING STALLS AND SIGNAGE PER DETAILS 2 &3/C2.51 5. SITE LIGHT FIXTURE - REFER TO SITE LIGHTING PLANS. INSTALL CONCRETE APRON PER DETAIL 7/C2.50 6. 6-IN VERTICAL CURB NO GUTTER PER DETAIL 10/C2.50 7. INSTALL CONCRETE RIBBON CURB PER DETAIL 11/C2.50. WIDTH PER PLAN - SEE SITE LAYOUT PLANS C2.01 - C2.06 8. 18-IN CONCRETE SEAT WALL PER DETAIL 1/C2.51. INSTALL VERTICAL JOINTS 10-FT ON CENTER PER DETAIL 5/C2.50. SEE GRADING PLANS FOR MORE INFORMATION. 9. PROPOSED STORM WATER UTILITY STRUCTURE - SEE DRAINAGE PLANS C5.01 - C5.06 10. PROPOSED SANITARY SEWER UTILITY STRUCTURE - SEE UTILITY PLAN C6.00 11. PROPOSED WATER UTILITY STRUCTURE - SEE UTILITY PLAN C6.00 12. PROPOSED GRAVITY IRRIGATION STRUCTURE - SEE GIRR PLAN C7.00 13. INSTALL BENCH THIS LOCATION - COORDINATE WITH LANDSCAPE PLANS 14. CARPORT ABOVE - COORDINATE WITH ARCHITECTURAL PLANS 15. ELECTRIC VEHICLE CHARGING STATION - REFER TO ELECTRICAL PLANS 16. TERMINUS BARRICADE - SEE SIGNAGE & STRIPING PLAN C8.02 17. RELIANCE FOUNDRY BOLLARD POST MODEL R-7901 FOLD DOWN COLLAPSIBLE MOUNT. SURFACE MOUNT TO CONCRETE FLATWORK. 18. INSTALL 4-FT VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708 Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL REQUIREMENTS. 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. HEAVY DUTY ASPHALT PAVING, SEE DETAIL 1/C2.50 STANDARD CONCRETE FLATWORK, SEE DETAIL 3/C2.50. ALL FLATWORK WITHIN ACHD ROW SHALL BE PER ACHD SUPPLEMENTAL SD-709. REINFORCED CONCRETE FLATWORK, SEE DETAIL 4/C2.50. ALL FLATWORK WITHIN ACHD ROW SHALL BE PER ACHD SUPPLEMENTAL SD-709. # STANDARD ASPHALT PAVING, SEE DETAIL 2/C2.50 DECORATIVE PAVING, SEE LANDSCAPE PLANS. RAISED PLANTER BED, SEE LANDSCAPE PLANS. LANDSCAPE AREA, SEE LANDSCAPE PLANS. 6-IN REVERSE CURB AND GUTTER PER DETAIL 9/C2.50 6-IN CATCH CURB AND GUTTER PER DETAIL 8/C2.50 OVERLAND ASPHALT PAVING, SEE STREET SECTION 1/C4.10 Horizontal Scale: 0 20' 40' 1" = 20' Site Materials-Area 5 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C2.15 Site Materials - Area 5 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 MW MATCH LINE - AREA 4 MATCH LINE - AREA 3 MATCH LINE - AREA 4 MATCH LINE - AREA 2 MATCH LINE - AREA 6 MATCH LINE - AREA 4 MTR CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO 2 2 3.1 3.1 12 12 10 11 11 3.1 3.1 3.1 3.1 3.1 1 3.1 3.2 3.1 3.1 10 11 3.2 3.1 3.1 3.1 1 1 3.1 3.1 3.1 3.2 1 3.1 3.2 8 8 8 13 13 13 13 13 13 13 11 11 3 11 11 11 11 11 11 11 11 10 3.2 4 4 4 4 4 13 13 14 14 9 9 9 10 9 9 9 9 9 9 15 10 9 4 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 9 9 9 9 10 3.2 10 9 9 9 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 13 5 5 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 9 5 5 5 Keynotes: CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. Material Legend 1. BICYCLE PARKING FACILITIES (25 RACKS, 50 SPACES), SEE LANDSCAPE PLANS FOR DETAILS 2. TRASH ENCLOSURE - SEE ARCHITECTURAL PLAN SHEET A940 FOR DETAILS 3. ADA PEDESTRIAN RAMP PER DETAIL 12/C2.50 3.1. TYPE 1E PER DETAIL 13/C2.50 3.2. TYPE 2A PER DETAIL 14/C2.50 4. ADA ACCESSIBLE PARKING STALLS AND SIGNAGE PER DETAILS 2 &3/C2.51 5. SITE LIGHT FIXTURE - REFER TO SITE LIGHTING PLANS. INSTALL CONCRETE APRON PER DETAIL 7/C2.50 6. 6-IN VERTICAL CURB NO GUTTER PER DETAIL 10/C2.50 7. INSTALL CONCRETE RIBBON CURB PER DETAIL 11/C2.50. WIDTH PER PLAN - SEE SITE LAYOUT PLANS C2.01 - C2.06 8. 18-IN CONCRETE SEAT WALL PER DETAIL 1/C2.51. INSTALL VERTICAL JOINTS 10-FT ON CENTER PER DETAIL 5/C2.50. SEE GRADING PLANS FOR MORE INFORMATION. 9. PROPOSED STORM WATER UTILITY STRUCTURE - SEE DRAINAGE PLANS C5.01 - C5.06 10. PROPOSED SANITARY SEWER UTILITY STRUCTURE - SEE UTILITY PLAN C6.00 11. PROPOSED WATER UTILITY STRUCTURE - SEE UTILITY PLAN C6.00 12. PROPOSED GRAVITY IRRIGATION STRUCTURE - SEE GIRR PLAN C7.00 13. INSTALL BENCH THIS LOCATION - COORDINATE WITH LANDSCAPE PLANS 14. CARPORT ABOVE - COORDINATE WITH ARCHITECTURAL PLANS 15. ELECTRIC VEHICLE CHARGING STATION - REFER TO ELECTRICAL PLANS 16. TERMINUS BARRICADE - SEE SIGNAGE & STRIPING PLAN C8.02 17. RELIANCE FOUNDRY BOLLARD POST MODEL R-7901 FOLD DOWN COLLAPSIBLE MOUNT. SURFACE MOUNT TO CONCRETE FLATWORK. 18. INSTALL 4-FT VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708 Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL REQUIREMENTS. 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. HEAVY DUTY ASPHALT PAVING, SEE DETAIL 1/C2.50 STANDARD CONCRETE FLATWORK, SEE DETAIL 3/C2.50. ALL FLATWORK WITHIN ACHD ROW SHALL BE PER ACHD SUPPLEMENTAL SD-709. REINFORCED CONCRETE FLATWORK, SEE DETAIL 4/C2.50. ALL FLATWORK WITHIN ACHD ROW SHALL BE PER ACHD SUPPLEMENTAL SD-709. # STANDARD ASPHALT PAVING, SEE DETAIL 2/C2.50 DECORATIVE PAVING, SEE LANDSCAPE PLANS. RAISED PLANTER BED, SEE LANDSCAPE PLANS. LANDSCAPE AREA, SEE LANDSCAPE PLANS. 6-IN REVERSE CURB AND GUTTER PER DETAIL 9/C2.50 6-IN CATCH CURB AND GUTTER PER DETAIL 8/C2.50 OVERLAND ASPHALT PAVING, SEE STREET SECTION 1/C4.10 Horizontal Scale: 0 20' 40' 1" = 20' Site Materials-Area 4 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C2.14 Site Materials - Area 4 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 10 11 3.1 1 3.2 3.1 11 3.1 3.1 3.1 3.1 8 11 11 11 11 3.1 3.1 3.1 3.1 11 11 11 11 11 11 11 10 13 13 13 13 3.2 4 4 4 4 4 4 4 14 14 14 15 14 14 9 9 9 6 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 3.2 9 9 9 9 9 5 5 5 5 5 5 5 5 5 11 16 5 5 5 3.2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 5 5 5 5 5 5 5 5 5 Keynotes: CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. Material Legend 1. BICYCLE PARKING FACILITIES (25 RACKS, 50 SPACES), SEE LANDSCAPE PLANS FOR DETAILS 2. TRASH ENCLOSURE - SEE ARCHITECTURAL PLAN SHEET A940 FOR DETAILS 3. ADA PEDESTRIAN RAMP PER DETAIL 12/C2.50 3.1. TYPE 1E PER DETAIL 13/C2.50 3.2. TYPE 2A PER DETAIL 14/C2.50 4. ADA ACCESSIBLE PARKING STALLS AND SIGNAGE PER DETAILS 2 &3/C2.51 5. SITE LIGHT FIXTURE - REFER TO SITE LIGHTING PLANS. INSTALL CONCRETE APRON PER DETAIL 7/C2.50 6. 6-IN VERTICAL CURB NO GUTTER PER DETAIL 10/C2.50 7. INSTALL CONCRETE RIBBON CURB PER DETAIL 11/C2.50. WIDTH PER PLAN - SEE SITE LAYOUT PLANS C2.01 - C2.06 8. 18-IN CONCRETE SEAT WALL PER DETAIL 1/C2.51. INSTALL VERTICAL JOINTS 10-FT ON CENTER PER DETAIL 5/C2.50. SEE GRADING PLANS FOR MORE INFORMATION. 9. PROPOSED STORM WATER UTILITY STRUCTURE - SEE DRAINAGE PLANS C5.01 - C5.06 10. PROPOSED SANITARY SEWER UTILITY STRUCTURE - SEE UTILITY PLAN C6.00 11. PROPOSED WATER UTILITY STRUCTURE - SEE UTILITY PLAN C6.00 12. PROPOSED GRAVITY IRRIGATION STRUCTURE - SEE GIRR PLAN C7.00 13. INSTALL BENCH THIS LOCATION - COORDINATE WITH LANDSCAPE PLANS 14. CARPORT ABOVE - COORDINATE WITH ARCHITECTURAL PLANS 15. ELECTRIC VEHICLE CHARGING STATION - REFER TO ELECTRICAL PLANS 16. TERMINUS BARRICADE - SEE SIGNAGE & STRIPING PLAN C8.02 17. RELIANCE FOUNDRY BOLLARD POST MODEL R-7901 FOLD DOWN COLLAPSIBLE MOUNT. SURFACE MOUNT TO CONCRETE FLATWORK. 18. INSTALL 4-FT VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708 Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL REQUIREMENTS. 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. HEAVY DUTY ASPHALT PAVING, SEE DETAIL 1/C2.50 STANDARD CONCRETE FLATWORK, SEE DETAIL 3/C2.50. ALL FLATWORK WITHIN ACHD ROW SHALL BE PER ACHD SUPPLEMENTAL SD-709. REINFORCED CONCRETE FLATWORK, SEE DETAIL 4/C2.50. ALL FLATWORK WITHIN ACHD ROW SHALL BE PER ACHD SUPPLEMENTAL SD-709. # STANDARD ASPHALT PAVING, SEE DETAIL 2/C2.50 DECORATIVE PAVING, SEE LANDSCAPE PLANS. RAISED PLANTER BED, SEE LANDSCAPE PLANS. LANDSCAPE AREA, SEE LANDSCAPE PLANS. 6-IN REVERSE CURB AND GUTTER PER DETAIL 9/C2.50 6-IN CATCH CURB AND GUTTER PER DETAIL 8/C2.50 OVERLAND ASPHALT PAVING, SEE STREET SECTION 1/C4.10 Horizontal Scale: 0 20' 40' 1" = 20' Site Materials-Area 3 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C2.13 Site Materials - Area 3 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 W W W W W W E E S WV WV W WV BUILDING G BUILDING H R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ EV VAN VAN SAN SAN VAN MTR MTR MTR SAN CO CO CO SAN SD MW MW MW MATCH LINE - AREA 2 MATCH LINE - AREA 1 MATCH LINE - AREA 4 MATCH LINE - AREA 2 MATCH LINE - AREA 2 MATCH LINE - AREA 1 CO CO CO CO CO CO CO CO CO CO CO CO 2 2 2 3.1 3.1 12 11 13 3.1 3.1 3.1 3.1 1 3.1 3.1 3.2 3.1 3.1 3.1 3.1 1 3.1 8 3.2 3.1 3.1 3.1 3.1 11 3 11 11 10 11 11 11 11 3.2 11 10 10 10 10 10 3.1 3.1 10 4 4 13 13 14 14 14 14 14 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 9 9 9 9 9 9 9 9 9 15 4 9 9 9 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 13 5 5 5 5 5 5 17 TYP. OF 4 3 3 18 Keynotes: CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. Material Legend 1. BICYCLE PARKING FACILITIES (25 RACKS, 50 SPACES), SEE LANDSCAPE PLANS FOR DETAILS 2. TRASH ENCLOSURE - SEE ARCHITECTURAL PLAN SHEET A940 FOR DETAILS 3. ADA PEDESTRIAN RAMP PER DETAIL 12/C2.50 3.1. TYPE 1E PER DETAIL 13/C2.50 3.2. TYPE 2A PER DETAIL 14/C2.50 4. ADA ACCESSIBLE PARKING STALLS AND SIGNAGE PER DETAILS 2 &3/C2.51 5. SITE LIGHT FIXTURE - REFER TO SITE LIGHTING PLANS. INSTALL CONCRETE APRON PER DETAIL 7/C2.50 6. 6-IN VERTICAL CURB NO GUTTER PER DETAIL 10/C2.50 7. INSTALL CONCRETE RIBBON CURB PER DETAIL 11/C2.50. WIDTH PER PLAN - SEE SITE LAYOUT PLANS C2.01 - C2.06 8. 18-IN CONCRETE SEAT WALL PER DETAIL 1/C2.51. INSTALL VERTICAL JOINTS 10-FT ON CENTER PER DETAIL 5/C2.50. SEE GRADING PLANS FOR MORE INFORMATION. 9. PROPOSED STORM WATER UTILITY STRUCTURE - SEE DRAINAGE PLANS C5.01 - C5.06 10. PROPOSED SANITARY SEWER UTILITY STRUCTURE - SEE UTILITY PLAN C6.00 11. PROPOSED WATER UTILITY STRUCTURE - SEE UTILITY PLAN C6.00 12. PROPOSED GRAVITY IRRIGATION STRUCTURE - SEE GIRR PLAN C7.00 13. INSTALL BENCH THIS LOCATION - COORDINATE WITH LANDSCAPE PLANS 14. CARPORT ABOVE - COORDINATE WITH ARCHITECTURAL PLANS 15. ELECTRIC VEHICLE CHARGING STATION - REFER TO ELECTRICAL PLANS 16. TERMINUS BARRICADE - SEE SIGNAGE & STRIPING PLAN C8.02 17. RELIANCE FOUNDRY BOLLARD POST MODEL R-7901 FOLD DOWN COLLAPSIBLE MOUNT. SURFACE MOUNT TO CONCRETE FLATWORK. 18. INSTALL 4-FT VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708 Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL REQUIREMENTS. 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. HEAVY DUTY ASPHALT PAVING, SEE DETAIL 1/C2.50 STANDARD CONCRETE FLATWORK, SEE DETAIL 3/C2.50. ALL FLATWORK WITHIN ACHD ROW SHALL BE PER ACHD SUPPLEMENTAL SD-709. REINFORCED CONCRETE FLATWORK, SEE DETAIL 4/C2.50. ALL FLATWORK WITHIN ACHD ROW SHALL BE PER ACHD SUPPLEMENTAL SD-709. # STANDARD ASPHALT PAVING, SEE DETAIL 2/C2.50 DECORATIVE PAVING, SEE LANDSCAPE PLANS. RAISED PLANTER BED, SEE LANDSCAPE PLANS. LANDSCAPE AREA, SEE LANDSCAPE PLANS. 6-IN REVERSE CURB AND GUTTER PER DETAIL 9/C2.50 6-IN CATCH CURB AND GUTTER PER DETAIL 8/C2.50 OVERLAND ASPHALT PAVING, SEE STREET SECTION 1/C4.10 Horizontal Scale: 0 20' 40' 1" = 20' Site Materials-Area 2 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C2.12 Site Materials - Area 2 APPROVED FOR CONSTRUCTION I D AHO ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ 10/14/2021 12/09/21 FP-2021-0057 E E S S W WV WV WV SAN C E E IV E OS OS T T T T E E T E E OS OS WV S S T BUILDING J BUILDING K R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EP EP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W VAN SAN SAN SAN MTR MTR SAN MTR CO CO CO CO R/W SAN SD MW SD MW MW MW MW R/W MATCH LINE - AREA 3 MATCH LINE - AREA 1 MATCH LINE - AREA 2 MATCH LINE - AREA 1 MATCH LINE - AREA 2 MATCH LINE - AREA 1 EP CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO 2 2 3.1 14 14 14 14 14 10 11 12 13 11 1 3.1 3.1 3.2 1 3.1 3.1 3.1 3.2 13 13 13 11 3.1 3.1 3.1 3.1 3.1 3.1 3.1 11 3.1 11 11 11 3.1 3.1 3.1 3.1 3.1 11 11 10 11 11 10 10 10 10 10 3.1 3.1 3.1 10 4 4 4 5 5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 6 6 9 9 9 9 9 9 9 9 9 9 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 9 9 9 9 10 9 9 3 3 5 5 16 16 16 16 5 5 5 5 5 9 9 Keynotes: CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. Material Legend 1. BICYCLE PARKING FACILITIES (25 RACKS, 50 SPACES), SEE LANDSCAPE PLANS FOR DETAILS 2. TRASH ENCLOSURE - SEE ARCHITECTURAL PLAN SHEET A940 FOR DETAILS 3. ADA PEDESTRIAN RAMP PER DETAIL 12/C2.50 3.1. TYPE 1E PER DETAIL 13/C2.50 3.2. TYPE 2A PER DETAIL 14/C2.50 4. ADA ACCESSIBLE PARKING STALLS AND SIGNAGE PER DETAILS 2 &3/C2.51 5. SITE LIGHT FIXTURE - REFER TO SITE LIGHTING PLANS. INSTALL CONCRETE APRON PER DETAIL 7/C2.50 6. 6-IN VERTICAL CURB NO GUTTER PER DETAIL 10/C2.50 7. INSTALL CONCRETE RIBBON CURB PER DETAIL 11/C2.50. WIDTH PER PLAN - SEE SITE LAYOUT PLANS C2.01 - C2.06 8. 18-IN CONCRETE SEAT WALL PER DETAIL 1/C2.51. INSTALL VERTICAL JOINTS 10-FT ON CENTER PER DETAIL 5/C2.50. SEE GRADING PLANS FOR MORE INFORMATION. 9. PROPOSED STORM WATER UTILITY STRUCTURE - SEE DRAINAGE PLANS C5.01 - C5.06 10. PROPOSED SANITARY SEWER UTILITY STRUCTURE - SEE UTILITY PLAN C6.00 11. PROPOSED WATER UTILITY STRUCTURE - SEE UTILITY PLAN C6.00 12. PROPOSED GRAVITY IRRIGATION STRUCTURE - SEE GIRR PLAN C7.00 13. INSTALL BENCH THIS LOCATION - COORDINATE WITH LANDSCAPE PLANS 14. CARPORT ABOVE - COORDINATE WITH ARCHITECTURAL PLANS 15. ELECTRIC VEHICLE CHARGING STATION - REFER TO ELECTRICAL PLANS 16. TERMINUS BARRICADE - SEE SIGNAGE & STRIPING PLAN C8.02 17. RELIANCE FOUNDRY BOLLARD POST MODEL R-7901 FOLD DOWN COLLAPSIBLE MOUNT. SURFACE MOUNT TO CONCRETE FLATWORK. 18. INSTALL 4-FT VALLEY GUTTER PER ISPWC (ACHD SUPPLEMENT) SD-708 Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL REQUIREMENTS. 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. HEAVY DUTY ASPHALT PAVING, SEE DETAIL 1/C2.50 STANDARD CONCRETE FLATWORK, SEE DETAIL 3/C2.50. ALL FLATWORK WITHIN ACHD ROW SHALL BE PER ACHD SUPPLEMENTAL SD-709. REINFORCED CONCRETE FLATWORK, SEE DETAIL 4/C2.50. ALL FLATWORK WITHIN ACHD ROW SHALL BE PER ACHD SUPPLEMENTAL SD-709. # STANDARD ASPHALT PAVING, SEE DETAIL 2/C2.50 DECORATIVE PAVING, SEE LANDSCAPE PLANS. RAISED PLANTER BED, SEE LANDSCAPE PLANS. LANDSCAPE AREA, SEE LANDSCAPE PLANS. 6-IN REVERSE CURB AND GUTTER PER DETAIL 9/C2.50 6-IN CATCH CURB AND GUTTER PER DETAIL 8/C2.50 OVERLAND ASPHALT PAVING, SEE STREET SECTION 1/C4.10 Horizontal Scale: 0 20' 40' 1" = 20' Site Materials-Area 1 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C2.11 Site Materials - Area 1 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 GIRR GIRR GIRR GIRR GIRR 80' - 8 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 60' - 6 STALLS @ 10' EA. 10' 5' 9' 20' TYP. 20' TYP. 80' - 8 STALLS @ 10' EA. 10' 20' TYP. 20' TYP. 20' TYP. 20' TYP. 10' 10' 99' - 11 STALLS @ 9' EA. 100' - 10 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 9' 90' - 10 STALLS @ 9' EA. 9' 9' 9' 22.51' 5' 81' - 9 STALLS @ 9' EA. 81' - 9 STALLS @ 9' EA. 9' 108' - 12 STALLS @ 9' EA. 5' R28' R28' 9' 10' 27' - 3 STALLS @ 9' EA. 20' TYP. 20' TYP. 20' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 26' TYP. 26' TYP. 26' TYP. 26' TYP. 80' - 8 STALLS @ 10' EA. 9' 26' TYP. 20' TYP. 26' TYP. 20' TYP. 20' TYP. 20' TYP. 26' TYP. 10' 10' 35' SETBACK 25' SETBACK 5' 8' 5' 5' 5' 5' 5' 5' 5' 8' 5' 5' 8.25' 8' 5' 5' 5' 6' 5' 5' 8' R3' R3' R3' R3' R1774.36' R3' R3' R3' R3' R1772.86' R1774.36' R1774.36' R3' R3' R3' R3' R3' R3' R3' R28' R28' R3' R3' R3' R3' R28' R28' R3' R3' R3' R3' R3' R5' R3' R3' R3' R3' R28' R47' R57' R125.28' R135.28' R146.79' R156.79' R146.79' R157.04' R167.04' 7' 7.46' 7.52' 7' 6' 5' 6' 7.5' 7.53' 6' 5' 6' 7.5' 7.5' 5' 5' 6' 5' 6' 5.5' 5.5' 12.65' 4.97' 9.23' 9.22' 8.5' 5.38' 12' 7.4' 12' 9.73' 8.16' 12.25' 8' 9.92' 4.59' 5' 5' 11.22' 5' 13.17' 15' 11.25' 6.79' 20.83' 4.63' 15.89' 5.83' 5' 4.55' 13.25' 5' 5' 5' 5' 5' 5' 7' 8.12' 5' 5' 5' 5' 7.53' 7.52' 7.52' 7.52' 7.53' 7.53' Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL REQUIREMENTS. 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. Horizontal Scale: 0 20' 40' 1" = 20' Site Layout-Area 6 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C2.06 Site Layout - Area 6 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 10' 10' 90' - 9 STALLS @ 10' EA. 20' TYP. 26' TYP. 20' TYP. 26' TYP. 20' TYP. 20' TYP. 20' TYP. 26' TYP. 20' TYP. 63' - 7 STALLS @ 9' EA. 54' - 6 STALLS @ 9' EA. 80' - 8 STALLS @ 10' EA. 20' TYP. 20' TYP. 19' TYP. 100' - 10 STALLS @ 10' EA. 10' 80' - 8 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 10' 80' - 8 STALLS @ 10' EA. 10' 9' 26' TYP. R28' 10' 5' 5' 35' SETBACK 10' SETBACK 10' SETBACK 5' 5' 5' 5' 5' 8' 8' 8' 6.2' 17.46' 18.34' 9' 8' 8' 5' 5' 5' 5' 8' 8' R3' R1774.36' R1774.36' R3' R3' R1774.36' R3' R3' R1774.36' R3' R3' R1774.36' R3' R15' R3' R3' R3' R3' R3' R3' R3' R3' R3' R28' R28' R3' R3' R3' R3' R3' R5' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R28' R3' R3' R28' R3' R3' R3' R3' R3' R3' 5' R212.29' R202.29' R202.29' 5' 5' 5' 7.5' 7' 7.52' 6' 5' 6' 7.5' 7.5' 5' 5' 6' 5' 6' 5' 6' 5' 6' 7' 26' TYP. 20' TYP. 26' TYP. 20' TYP. 20' TYP. 20' TYP. 5.5' 5.5' 12.65' 4.97' 15.3' 9.23' 8.16' 5' 8.25' 9.22' 8.5' 5' R1728.36' 3.5' R28' 3' 3.38' 5' 11' 11' 6.04' 3.5' 6.48' 6.48' 11.22' 4.58' 4.7' 9.35' 10.05' 5' 5' 4.55' 5' 5' 5' 5' 5' 5' 5' 5' 5' 7.53' 7.52' 7.52' 7.53' 7.54' 7.53' 7.52' 7.51' 7.52' 7.53' 7.53' 7' 5' 4' R30.5' Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL REQUIREMENTS. 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. Horizontal Scale: 0 20' 40' 1" = 20' Site Layout-Area 5 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C2.05 Site Layout - Area 5 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 MATCH LINE - AREA 3 MATCH LINE - AREA 4 MATCH LINE - AREA 2 MATCH LINE - AREA 6 MATCH LINE - AREA 4 80' - 8 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 20' TYP. 20' TYP. 20' TYP. 20' TYP. 20' TYP. 20' TYP. 72' - 8 STALLS @ 9' EA. 80' - 8 STALLS @ 10' EA. 10' 80' - 8 STALLS @ 10' EA. 10' 10' 10' 72' - 8 STALLS @ 9' EA. 9' 72' - 8 STALLS @ 9' EA. 9' 72' - 8 STALLS @ 9' EA. 5' 9' 9' 22.51' 5' R28' R28' 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 9' 72' - 8 STALLS @ 9' EA. 63' - 7 STALLS @ 9' EA. 9' 72' - 8 STALLS @ 9' EA. 9' 9' 63' - 7 STALLS @ 9' EA. 5' 9' 26' TYP. 27' - 3 STALLS @ 9' EA. 9' 26' TYP. 20' TYP. 20' TYP. R28' R28' 81' - 9 STALLS @ 9' EA. 26' TYP. 81' - 9 STALLS @ 9' EA. 72' - 8 STALLS @ 9' EA. 72' - 8 STALLS @ 9' EA. 20' 54' - 6 STALLS @ 9' EA. 20' 72' - 8 STALLS @ 9' EA. R28' R10' 27' - 3 STALLS @ 9' EA.9' 26' TYP. 26' TYP. 5' 9' 26' TYP. R35' R10' R10' R10' R35' R10' R10' R35' R10' R10' R35' R10' 9' 17.61' 8.97' 8.97' 25' SETBACK 11' 5' 5' 11' 5' 18' 23' 18' 5' 5' 8' 5' 8' 6' 5' 11' 5' 7' 5' 5' 5' 5' 6' 5' 10' 10' 10' 5' 5' 5' 5' 8.25' 5' 5' 5' 8' 8' 5' 5' 5' 5' 5' 5' 5' 5' 18.83' 15.33' 14.33' 4.42' 5.75' 5' 10.5' 9' 10.5' 5' 11' 5' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R5' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R157.04' R167.04' R203.82' R213.82' R203.82' R299.74' R309.74' R267.19' R277.19' R267.19' 7' 7.65' 6' 5' 6' 5' 7.52' 5' 6' 5' 6' 7' 6' 5' 6' 7.5' 7.5' 5' 5' 6' 5' 6' 7.51' 6' 5' 6' 26' TYP. 19' TYP. 26' TYP. 19' TYP. 19' TYP. 19' TYP. 5.85' 9.62' 9.25' 5.85' 11.79' 6.5' 6.5' 5.5' 5.5' 12.65' 4.97' 9.23' 9.22' 8.5' 10.58' 10.61' 3.68' 3.68' 5.38' 12' 7.4' 12' 9.73' 8.16' 12.25' 8' 9.92' 4' 10.67' 13.61' 14.67' 5' 18.04' 6' 13.38' 4' 4' 4.67' 4' 73' 31' 17' 8' 32.08' 8.25' 7.37' 30.68' 30.5' 59.5' 3.17' 6.52' 10.5' 5' 2.5' 4.67' 26.33' 1.75' 5' 18.18' 5' 11.25' 1.5' 11.25' 1.5' 12.83' 4.12' 5' 4.59' 2.52' 9.5' 5' 5' 5' 80' 15.33' 8' 90' 5' 7.5' 5' 5' 5' 2.38' 5' 5' 5' 5' 7.53' 7.52' 7.52' 7.65' 7.53' 7.65' 7.65' 7.65' 7.65' 7.65' 7.65' 7.51' 7.52' 7.53' 7.53' Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL REQUIREMENTS. 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. Horizontal Scale: 0 20' 40' 1" = 20' Site Layout-Area 4 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C2.04 Site Layout - Area 4 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 80' - 8 STALLS @ 10' EA. 72' - 8 STALLS @ 9' EA. 72' - 8 STALLS @ 9' EA. 9' 72' - 8 STALLS @ 9' EA. 72' - 8 STALLS @ 9' EA. 5' 9' 5' R28' 5' 9' 26' TYP. R35' R10' R10' R10' R35' R10' R10' R35' R10' R10' R35' R10' 8.97' 17.61' 16.53' 8.97' 16.53' R10' R19.5' R10' R10' R19.5' R10' R10' R10' 10' SETBACK 10' SETBACK 5' 5' 5' 5' 5' 5' 8' 8' 8' 5' 5' 8' 8' 5' 5' 18.7' 8' 8' 5' 8' 8' 5' 5' 5' 8' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 10.5' 9' 10.5' 5' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3 R3' R3' R3' R3' R3' R3' R5' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R28' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' 7' 7.75' 7.5' 7.65' 5' 5' 5' 5' 7.5' 7.5' 7.71' 7' 6' 5' 6' 6' 5' 6' 5' 7.52' 6' 5' 6' 7' 6' 5' 6' 7.5' 7.5' 5' 5' 6' 5' 6' 7.51' 6' 5' 6' 26' TYP. 26' TYP. 26' TYP. 19' TYP. 26' TYP. 19' TYP. 19' TYP. 19' TYP. 20' TYP. 20' TYP. 20' TYP. 20' TYP. 10' 11.79' 4.73' 11' 18' 12' 6.34' 8' 9.09' 8' 5' 6.5' 6.5' 5.5' 5.5' 12.65' 4.97' 15.3' 9.23' 8' 8.16' 5' 4.5' 4.5' 20' R3' R3' 8' 3' 8.63' 8.25' 9.22' 8.5' 4.67' 6.5' 10.58' 5' 5.09' 10.61' 4' 10.67' 4.12' 4.7' 5' 5' 5' 5' 5' 5' 5' 5' 5' 6.5' 7.52' 7.51' 7.65' 7.65' 7.65' 7.65' 7.65' 7.65' 7.65' 7.51' 7.52' 7.53' 7.53' 7' 4' 7' 4' 7' 7' 4' 4' 5' 7' 4' 7.47' 5' R35' R30.5' R30.5' R35' 30.24' 7.12' Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL REQUIREMENTS. 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. Horizontal Scale: 0 20' 40' 1" = 20' Site Layout-Area 3 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C2.03 Site Layout - Area 3 APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 CO SAN MATCH LINE - AREA 2 MATCH LINE - AREA 1 MATCH LINE - AREA 4 MATCH LINE - AREA 2 MATCH LINE - AREA 2 MATCH LINE - AREA 1 27' - 3 STALLS @ 9' EA. R28' R28' 80' - 8 STALLS @ 10' EA. 10' 10' 70' - 7 STALLS @ 10' EA. 20' TYP. 26' TYP. 20' TYP. 20' TYP. 26' TYP. 20' TYP. 10' 80' - 8 STALLS @ 10' EA. 10' 70' - 7 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 70' - 7 STALLS @ 10' EA. 20' TYP. 26' TYP. 20' TYP. 9' 9' 9' 19' TYP. R28' R28' 70' - 7 STALLS @ 10' EA. 10' 9' 80' - 8 STALLS @ 10' EA. 20' TYP. 20' TYP. 26' TYP. 10' 10' 80' - 8 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 20' TYP. 26' TYP. 20' TYP. 9' 9' 5' 72' - 8 STALLS @ 9' EA. 72' - 8 STALLS @ 9' EA. 72' - 8 STALLS @ 9' EA. 72' - 8 STALLS @ 9' EA. 10' 72' - 8 STALLS @ 9' EA. 10' 72' - 8 STALLS @ 9' EA. 10' 10' 72' - 8 STALLS @ 9' EA. 72' - 8 STALLS @ 9' EA. 20' 54' - 6 STALLS @ 9' EA. 20' 72' - 8 STALLS @ 9' EA. R28' R28' 9' 9' 9' 10' R28' R10' 27' - 3 STALLS @ 9' EA. R35' R10' R10' R10' R35' R10' R10' R35' R10' R10' R35' R10' 9' 8.97' 17.61' 8.97' 42' SETBACK 25' SETBACK 25' SETBACK 11' 5' 5' 11' 5' 10' 5' 8' 5' 5' 5' 5' 37.47' 5' 20' 5' 5' 5' 8' 8' 8' 5.76' 25.69' 3' 5' 8' 8' 5' 5' 8' 8' 5' 5' 5' 5' 5' 5' 5' 5' 11' 5' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3.75' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R267.19' R277.19' R267.19' R198.53' R188.53' R129.22' R139.22' R129.22' R125.6' R135.6' R67.25' R77.25' 7.5' 7.5' 7' 7.5' 7.65' 6' 5' 6' 5' 7' 6' 5' 6' 5' 7.5' 26' 26' TYP. 26' TYP. 26' TYP. 19' TYP. 26' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 26' TYP. 19' TYP. 5' 14.79' 5.91' 10.3' 12' 18.27' 9' 7.01' 9.16' 4.02' 6.88' 12.38' 5.85' 9.62' 6.21' 3.5' 4.97' 7' 9.51' 7.26' 4.97' 9.8' 8.33' 10.02' 5.86' 9.25' 5.85' 6.21' 11.79' 6.5' 6.5' 10.61' 3.68' 3.68' 5' 7.5' 5' 4.98' 5' 5' 5' 5' 5' 5' 5' 2.38' 5' 7.53' 7.53' 7.52' 7.52' 7.52' 7.53' 7.59' 7.53' 7.52' 7.52' 7.65' 7.53' 7.65' 7.65' 7.65' 7.65' 7.65' 7.65' 7' 7' 4' 8.11' 8.11' 4' R30.5' R30.5' 4' 14.22' 102.6' 23' Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL REQUIREMENTS. 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. Horizontal Scale: 0 20' 40' 1" = 20' Site Layout-Area 2 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C2.02 Site Layout - Area 2 APPROVED FOR CONSTRUCTION I D AHO 11.3' 2.38' ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ 10/14/2021 12/09/21 FP-2021-0057 10' 10' 20' TYP. 26' TYP. 20' TYP. 80' - 8 STALLS @ 10' EA. 80' - 8 STALLS @ 10' EA. 70' - 7 STALLS @ 10' EA. 10' 63' - 7 STALLS @ 9' EA. 10' 80' - 8 STALLS @ 10' EA. 10' 80' - 8 STALLS @ 10' EA. 10' 9' TYP. OF 4 20' TYP. 20' TYP. 26' TYP. 20' TYP. 20' TYP. 26' TYP. 20' TYP. 20' TYP. 26' TYP. 20' TYP. 72' - 8 STALLS @ 9' EA. 72' - 8 STALLS @ 9' EA. 9' 72' - 8 STALLS @ 9' EA. 72' - 8 STALLS @ 9' EA. 5' 9' 5' 80' - 8 STALLS @ 10' EA. 10' 80' - 8 STALLS @ 10' EA. 90' - 9 STALLS @ 10' EA. 10' 80' - 8 STALLS @ 10' EA. R28' R28' 20' TYP. 26' TYP. 20' TYP. 20' TYP. 26' TYP. 20' TYP. 10' 9' 9' R35' R10' R10' R10' R35' R10' R10' R35' R10' R10' R35' R10' 9' 8.97' 17.61' 16.53' 8.97' 16.53' R10' R19.5' R10' R10' R19.5' R10' R10' R10' 10' SETBACK 10' SETBACK 42' SETBACK 11' 8' 8' 5' 5' 5' 8' 8' 8' 25.21' 9.21' 8' 5' 5' 5' 8' 8' 5' 5' 5' 5' 37.47' 5' 20' 8' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' R28' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R5' R74' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3.75' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' 7.54' 5' 7.5' 7.5' 7.75' 7.5' 7' 7.52' 5' 7.5' 7.65' 5' 5' 5' 5' 6' 6' 7.5' 7.5' 7' 7.52' 7.5' 7.71' 7' 6' 5' 6' 26' TYP. 26' TYP. 26' TYP. 19' TYP. 26' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 19' TYP. 26' TYP. 19' TYP. 9.17' 4.5' 5' 8' 10.87' 7.63' 8' 5.34' 8' 16.52' 12' 12' 10.09' 6.67' 6.95' 6.21' 3.5' 9.8' 8.33' 10' 6.21' 11.79' 6.5' 6.5' 4.5' 4.5' 20' R3' R3' 8' 3' 6.5' 10.61' 5' 5' 5' 2.5' 5' 4.98' 5' 5' 5' 5' 5' 5' 5' 5.15' 4.58' 4.67' 6.5' 14.8' 5' 7.53' 7.53' 7.52' 7.52' 7.65' 7.65' 7.65' 7.65' 7.65' 7.65' 7.65' 9.66' 4' 7' 4' 5' 7' 7' 4' 7' 4' 7' 7' 10' 8.23' 10' 4' 4' 6.39' 4.11' 6' 5' 6' 4.99' 10' 7' 4' 7' 4' 5' 5' 7' 4' 7' 4' 5' 34.7' 35.64' 5' 7' 7' 4' 4' 5' 7' 4' 7.47' R35' R30.5' R30.5' R35' R12' R12' R30.5' R30.5' 7.82' 90.76' 105' 41.3' 17.66' 22.26' 7.12' Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL REQUIREMENTS. 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. Horizontal Scale: 0 20' 40' 1" = 20' Site Layout-Area 1 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C2.01 Site Layout - Area 1 APPROVED FOR CONSTRUCTION I D AHO 2.5' 3' 4.98' 6.21' 2.5' 2.5' 11.79' 12/09/21 FP-2021-0057 R A M P G G G G G G G G R/W R/W R/W R/W HG D DD T T X X X X X X X X X X X X X X X X X X X X X X TOP TOP TOP TOP FL FL S S S WV WV W W WV WV WV IRR SAN OS OS T TT T T T T WV OS OS D D D S D X X X R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W GIRR GIRR GIRR GIRR G IRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GMTR SAN SAN SAN SAN SAN SAN SAN SAN CO CO 6''SS CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO GIRR GIRR SAN R/W GIRR GIRR GIRR AREA 1 AREA 2 AREA 3 AREA 4 AREA 5 AREA 6 Sheet Notes: 1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C3.00. 2. CONTRACTOR SHALL COMPLY WITH MOST RECENT PUBLICATION OF IDAHO STANDARD FOR PUBLIC WORKS CONSTRUCTION (ISPWC). 3. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. 4. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. 5. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES, AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. 8. PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. 9. TRANSITION OF CURVES TO OTHER CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 10. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 11. CONTRACTOR SHALL REFER TO SPECIFICATION AND DETAILS FOR ADDITIONAL REQUIREMENTS. 12. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. Horizontal Scale: 0 50' 100' 1" = 50' Site Layout-Overall 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C2.00 Site Layout - Overall APPROVED FOR CONSTRUCTION I D AHO 12/09/21 FP-2021-0057 6" MIN. FILTER CLOTH MOUNTABLE BERM (OPTIONAL) EXISTING GRADE 10' 10'10' EXISTING PAVEMENT 50' MINIMUM 1 Stabilized Construction Entrance (BMP 40) Scale: NTS NOTES 1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY. CONCRETE WASHOUT VARIES 5' (TYP.) 10 MIL (MIN.) PLASTIC LINER VARIES 3' (TYP.) VARIES 5' (TYP.) VARIES 1' (TYP.) POST SIGN NEAR BASIN 6 Concrete Washout (BMP 49) Scale: NTS WOOD STAKE SEE WOOD STAKE DETAIL THIS SHEET SEE WOOD STAKE DETAIL THIS SHEET FIBER WATTLES 4 Fiber Roll (BMP 64) Scale: NTS 24" MINIMUM FIBER WATTLE WOOD STAKE SLOPE SURFACE TRENCH DOWN SLOPE 5 Fiber Roll Stake Section (BMP 64) Scale: NTS Waters of the US Map PROJECT LOCATION RIDENBAUGH CANAL NOT ASSESSED LIFT STRAPS, FRAME OR OTHER METHOD OF LIFTING BAG FOR MAINTENANCE REQUIRED OVERFLOW PORTS OR METHOD FOR OVERFLOW IN LARGE STORM EVENTS STORM INLET STORM SEWER GRATE REINFORCED CORNERS OR METAL FRAME 2-FT MINIMUM CONTAINMENT BAG NOTES: 1. APPROVED MANUFACTURES: DANDYSACK TM OR FLEXSTORM TM 2. INSPECT AT FREQUENCY DESCRIBED IN ESC/SWPPP DOCUMENTS. REPAIR OR REPLACE AS NEEDED. 3. REMOVE SEDIMENT ACCUMULATIONS WHEN FILTER CAPACITY IS REDUCED BY 50%. 2 Drop Inlet Protection Type I (BMP 13) Scale: NTS FIVE MILE CREEK CATEGORY: 5 - 305D LISTED TMDL 64560 - LOWER BOISE RIVER BACTERIA & SEDIMENTATION STORM GRATE CURB OPENING LIFT STRAPS, FRAME OR OTHER METHOD OF LIFTING BAG FOR MAINTENANCE ROLLED CURB FILTER OR FLAP ANCHORED BEHIND CURB REQUIRED OVERFLOW PORTS OR METHOD FOR OVERFLOW IN LARGE STORM EVENTS REINFORCED CORNERS OR METAL FRAME 2-FT MINIMUM CONTAINMENT BAG NOTES: 1. APPROVED MANUFACTURES: DANDYSACK TM OR FLEXSTORM TM 2. INSPECT AT FREQUENCY DESCRIBED IN ESC/SWPPP DOCUMENTS. REPAIR OR REPLACE AS NEEDED. 3. REMOVE SEDIMENT ACCUMULATIONS WHEN FILTER CAPACITY IS REDUCED BY 50%. 3 Drop Inlet Protection Type II (BMP 31) Scale: NTS EIGHT MILE CTREEK PERENNIAL STREAM CATEGORY: 4A - 305D LISTED TMDL 64560 - LOWER BOISE RIVER BACTERIA TEN MILE CREEK CATEGORY: 5 - 305D LISTED TMDL 64560 - LOWER BOISE RIVER BACTERIA & SEDIMENTATION INTERMITTENT STREAM CATEGORY: 4A - 305D LISTED TMDL 64560 - LOWER BOISE RIVER BACTERIA 1 4 SEASONAL HIGH WATER EL. 1 2 NOTES: 1. THE SWPPP COORDINATOR IS RESPONSIBLE FOR PROPER BASIN SIZING. 2. CONTRACTOR SHALL PLACE OVERFLOW PIPE IN LOCATION THAT DIRECTS WATER AWAY FROM ADJACENT PROPERTIES. IN NO INSTANCE SHALL WATER BE ALLOWED TO DISCHARGE OFFSITE WITHOUT APPROVAL FROM THE RECEIVING AGENCY AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. 3. BOTTOM OF BASIN TO BE CONSTRUCTED A MINIMUM OF 3-FEET ABOVE THE ESTABLISHED SEASONAL HIGH GROUND WATER LEVEL. 4. REFER TO IDEQ BMP NO. 46 (PROVIDED IN APPENDIX OF NARRATIVE) FOR ADDITIONAL REQUIREMENTS REGARDING DEWATERING. 1' DEPTH VARIES 3' EXISTING GROUND 8" OVERFLOW OUTLET PIPE 7 Dewatering Basin With Overflow Outlet (BMP 46) Scale: NTS FABRIC ANCHOR DETAIL ELEVATION NOTES: 1. TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED. THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION. 2. FILTER FABRIC SHALL BE CLASS 1 WITH EQUIVALENT OPENING SIZE OF AT LEAST 30 FOR NONWOVEN AND 50 FOR WOVEN. 3. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM CROSS-SECTIONAL AREA OF 3.0 SQ. IN. 6" MIN. 6" MIN. FASTNER - MINIMUM NO. 10 GAGE WIRE (4 PER POST REQ'D) FILTER FABRIC EXISTING GROUND COMPACTED NATIVE MATERIAL FILTER FABRIC 8 Silt Fence Install 1 (BMP 36) Scale: NTS 12/09/21 FP-2021-0057 EV SAN SAN MTR MTR FS FS FS MTR FS FS FS 6''SS 6''SS 6''SS 6''SS 6''SS 6''SS 6''SS CO CO CO CO GIRR SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW MW MATCH LINE - AREA 6 MATCH LINE - AREA 5 MATCH LINE - AREA 6 MATCH LINE - AREA 4 CO CO CO CO CO CO GIRR GIRR GIRR GIRR GIRR GIRR GIRR R TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. 1.0% 0.8% 10.1% 75.8% 2.6% 1.3% 5.8% 1.3% 34.7% 1.9% FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW PRIOR TO EARTHWORK AND TCH RELOCATED AND TILED IRRIGATION DITCH RELOCATED AND TILED IRRIGATION DITCH RELOCATED AND TILED IRRIGATION DITCH INSTALL 8" FIBER ROLL AT BOTTOM OF EXISTING FENCE PRIOR TO EARTHWORK AND REMOVE AT FINAL STABILIZATION. INSTALL 8" FIBER ROLL AT BOTTOM OF EXISTING FENCE PRIOR TO EARTHWORK AND REMOVE AT FINAL STABILIZATION. R R R STAGING AREA: MATERIAL LAYDOWN, TRASH AND WORKMAN PARKING AREA. Horizontal Scale: 0 20' 40' 1" = 20' SWPPP Overall Site Plan 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C1.56 SWPPP Site Plan - Area 6 APPROVED FOR CONSTRUCTION I D AHO SWPPP Legend: FW FW 2661 PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) WITH DIRECTIONAL SLOPE ARROWS FIBER ROLL PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #64. SEE THE FOLLOWING SHEET FOR DETAILS. LIMITS OF DISTURBANCE SITE CONSTRUCTION SIGN. 2661 APPROXIMATE EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL) WITH DIRECTIONAL SLOPE ARROWS 2% 2% R W CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEET C155. PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #50. RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP #13, SEE SHEET C155 FOR DETAILS. CIRCULAR DROP INLET PROTECTION TYPE III PER BMP #13, SEE SHEET C155 FOR DETAILS. MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37. PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE DETAIL 1/C155. 12/09/21 FP-2021-0057 GIRR GIRR SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW MW MW MATCH LINE - AREA 6 MATCH LINE - AREA 5 MATCH LINE - AREA 5 MATCH LINE - AREA 3 EP EP EP W W MTR CO CO CO CO CO CO CO CO CO CO CO CO GIRR GIRR R TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. 2.6% 5.5% 5.8% 11.3% 2.4% 0.5% 0.6% 0.6% 1.9% 1.3% 1.5% 1.9% 6.1% 2.4% FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW EXISTING AGRICULTURAL FIELD INSTALL 8" FIBER ROLL AT BOTTOM OF EXISTING FENCE PRIOR TO EARTHWORK AND REMOVE AT FINAL STABILIZATION. RELOCATED AND TILED IRRIGATION DITCH R R R Horizontal Scale: 0 20' 40' 1" = 20' SWPPP Overall Site Plan 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C1.55 SWPPP Site Plan - Area 5 APPROVED FOR CONSTRUCTION I D AHO SWPPP Legend: FW FW 2661 PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) WITH DIRECTIONAL SLOPE ARROWS FIBER ROLL PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #64. SEE THE FOLLOWING SHEET FOR DETAILS. LIMITS OF DISTURBANCE SITE CONSTRUCTION SIGN. 2661 APPROXIMATE EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL) WITH DIRECTIONAL SLOPE ARROWS 2% 2% R W CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEET C155. PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #50. RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP #13, SEE SHEET C155 FOR DETAILS. CIRCULAR DROP INLET PROTECTION TYPE III PER BMP #13, SEE SHEET C155 FOR DETAILS. MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37. PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE DETAIL 1/C155. I-84 OFF RAMP (EXIT 46) SOUTH WELLS AVE. 12/09/21 FP-2021-0057 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W POOL SPA CLUBHOUSE LEASING GIRR GIRR GI GIRR GIRR GIRR EV VAN VAN GMTR SS SS SS SS SS SS SS SS SS SS SAN SAN SAN SAN 6''SS FS FS MTR 4''SS ~ 4''SS MTR MTR CO CO CO CO CO CO CO CO ~ FS MTR SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW MW MW MATCH LINE - AREA 4 MATCH LINE - AREA 3 MATCH LINE - AREA 4 MATCH LINE - AREA 2 MATCH LINE - AREA 6 MATCH LINE - AREA 4 W W W MTR SD SD SD SD CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO SD TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. 1.7% 0.2% 0.9% 1.0% 14.8% 0.6% 1.4% 1.3% FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW INSTALL 8" FIBER ROLL AT BOTTOM OF EXISTING FENCE PRIOR TO EARTHWORK AND REMOVE AT FINAL STABILIZATION. RELOCATED AND TILED IRRIGATION DITCH INSTALL 8" FIBER ROLL AT BOTTOM OF EXISTING FENCE PRIOR TO EARTHWORK AND REMOVE AT FINAL STABILIZATION. Horizontal Scale: 0 20' 40' 1" = 20' SWPPP Overall Site Plan 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C1.54 SWPPP Site Plan - Area 4 APPROVED FOR CONSTRUCTION I D AHO SWPPP Legend: FW FW 2661 PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) WITH DIRECTIONAL SLOPE ARROWS FIBER ROLL PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #64. SEE THE FOLLOWING SHEET FOR DETAILS. LIMITS OF DISTURBANCE SITE CONSTRUCTION SIGN. 2661 APPROXIMATE EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL) WITH DIRECTIONAL SLOPE ARROWS 2% 2% R W CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEET C155. PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #50. RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP #13, SEE SHEET C155 FOR DETAILS. CIRCULAR DROP INLET PROTECTION TYPE III PER BMP #13, SEE SHEET C155 FOR DETAILS. MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37. PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE DETAIL 1/C155. 12/09/21 FP-2021-0057 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW MW MW EP EP R/W R/W R/W R/W MATCH LI NE - AREA 3 MATCH LINE - AREA 1 MATCH LINE - AREA 4 MATCH LINE - AREA 3 MATCH LINE - AREA 5 MATCH LINE - AREA 3 W W MTR CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INSTALLED INSTALLATION AND TO UPON 0.7% 0.5% 1.0% 4.5% 4.6% EXISTING AGRICULTURAL FIELD Horizontal Scale: 0 20' 40' 1" = 20' SWPPP Overall Site Plan 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C1.53 SWPPP Site Plan - Area 3 APPROVED FOR CONSTRUCTION I D AHO SWPPP Legend: FW FW 2661 PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) WITH DIRECTIONAL SLOPE ARROWS FIBER ROLL PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #64. SEE THE FOLLOWING SHEET FOR DETAILS. LIMITS OF DISTURBANCE SITE CONSTRUCTION SIGN. 2661 APPROXIMATE EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL) WITH DIRECTIONAL SLOPE ARROWS 2% 2% R W CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEET C155. PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #50. RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP #13, SEE SHEET C155 FOR DETAILS. CIRCULAR DROP INLET PROTECTION TYPE III PER BMP #13, SEE SHEET C155 FOR DETAILS. MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37. PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE DETAIL 1/C155. 12/09/21 FP-2021-0057 EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E 15019 2654.48 PBX E 15055 2652.56 PBX 2651 2652 2653 2652 2653 2654 IPCo EASEMENT EXCEPTION 16 ACHD SLOPE EASEMENT EXCEPTION 17 INTEGRA TELECOM EASEMENT EXCEPTION 19 2655 2654 2653 BUILDING G BUILDING H BUILDING K W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EV VAN VAN SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SAN SAN VAN 6''SS FS MTR 4''SS 4''SS FS FS FS 6''SS MTR W W FS FS FS MTR 6''SS SAN CO CO CO CO SAN SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD MW MW MW MW MATCH LINE - AREA 2 MATCH LINE - AREA 1 MATCH LI NE - AREA 4 MATCH LINE - AREA 2 MATCH LINE - AREA 2 MATCH LINE - AREA 1 CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CONSTRUCTION ENTRANCE TO BE INSTALLED PRIOR TO EARTHWORK OPERATIONS AND REMOVED PRIOR TO FINAL PAVING BASE INSTALLATION. W CONCRETE WASHOUT TYPE II INLET PROTECTION TO BE INSTALLED PRIOR TO EARTHWORK AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. 6.1% 4.3% 4.1% 3.9% 0.8% 7.9% 3.5% 1.7% 2.4% 3.1% 2.2% 2.0% 17.2% 0.9% 11.1% 14.8% SF SF SF INSTALL SILT FENCE AT BACK OF EXISTING SIDEWALK PRIOR TO EARTHWORK AND REMOVE AT SIDEWALK DEMOLITION. SF SF SF SF SF SF SF INSTALL SILT FENCE AT BACK OF EXISTING SIDEWALK PRIOR TO EARTHWORK AND REMOVE AT SIDEWALK DEMOLITION. INSTALL SILT FENCE AT BACK OF EXISTING SIDEWALK PRIOR TO EARTHWORK AND REMOVE AT SIDEWALK DEMOLITION. FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW INSTALL 8" FIBER ROLL AT BOTTOM OF EXISTING FENCE PRIOR TO EARTHWORK AND REMOVE AT FINAL STABILIZATION. Horizontal Scale: 0 20' 40' 1" = 20' SWPPP Overall Site Plan 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C1.52 SWPPP Site Plan - Area 2 APPROVED FOR CONSTRUCTION I D AHO SWPPP Legend: LIMITS OF DISTURBANCE SF SF 2661 PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) WITH DIRECTIONAL SLOPE ARROWS SILT FENCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #65. SEE THE FOLLOWING SHEET FOR DETAILS. SITE CONSTRUCTION SIGN. 2661 APPROXIMATE EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL) WITH DIRECTIONAL SLOPE ARROWS 2% 2% R W CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEET C155. PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #50. RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP #13, SEE SHEET C155 FOR DETAILS. CIRCULAR DROP INLET PROTECTION TYPE III PER BMP #13, SEE SHEET C155 FOR DETAILS. MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37. PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE DETAIL 1/C155. FW FW FIBER ROLL PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #64. SEE THE FOLLOWING SHEET FOR DETAILS. 12/09/21 FP-2021-0057 EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 2650 2651 2651 2652 2653 R/W R/W 76.43' W 1 5123 2650.20 WMH WV 15127 2651.35 WV WV 15130 2651.47 WV WV 15182 2652.57 WV 2649 SAN WV 16474 2650.58 WV BUILDING J BUILDING K W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SS SS SS W W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EP EP W W W W W W W W W W W W W W W W W W W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W VAN W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SAN SAN SAN 6''SS FS MTR FS FS FS 6''SS MTR 6''SS SAN FS MTR CO CO CO CO R/W SAN SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD M W SD SD W SD MW MW MW MW R/W MATCH LINE - AREA 3 MATCH LINE - AREA 1 MATCH LINE - AREA 2 MATCH LINE - AREA 1 MATCH LINE - AREA 2 MATCH LINE - AREA 1 EP CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CONSTRUCTION ENTRANCE TO BE INSTALLED PRIOR TO EARTHWORK OPERATIONS AND REMOVED PRIOR TO FINAL PAVING BASE INSTALLATION. TYPE II INLET PROTECTION TO BE INSTALLED PRIOR TO EARTHWORK AND TO BE REMOVED UPON FINAL STABILIZATION. W CONCRETE WASHOUT TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. 1.4% 12.0% 2.4% 2.6% 4.3% 1.0% 0.4% 1.3% 1.5% 1.0% 1.2% 3.6% 2.4% 0.9% 3.6% SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF INSTALL SILT FENCE AT BACK OF EXISTING SIDEWALK PRIOR TO EARTHWORK AND REMOVE AT SIDEWALK DEMOLITION. EXISTING AGRICULTURAL FIELD FUTURE ROADWAY INSTALL SILT FENCE AT BACK OF EXISTING SIDEWALK PRIOR TO EARTHWORK AND REMOVE AT SIDEWALK DEMOLITION. TYPE I INLET PROTECTION TO BE INSTALLED WITH INLET INSTALLATION AND TO BE REMOVED UPON FINAL STABILIZATION. Horizontal Scale: 0 20' 40' 1" = 20' SWPPP Overall Site Plan 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C1.51 SWPPP Site Plan - Area 1 APPROVED FOR CONSTRUCTION I D AHO SWPPP Legend: LIMITS OF DISTURBANCE EAST OVERLAND ROAD SOUTH WELLS AVE. SF SF 2661 PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) WITH DIRECTIONAL SLOPE ARROWS SILT FENCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #65. SEE THE FOLLOWING SHEET FOR DETAILS. SITE CONSTRUCTION SIGN. 2661 APPROXIMATE EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL) WITH DIRECTIONAL SLOPE ARROWS 2% 2% R W CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEET C155. PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #50. RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP #13, SEE SHEET C155 FOR DETAILS. CIRCULAR DROP INLET PROTECTION TYPE III PER BMP #13, SEE SHEET C155 FOR DETAILS. MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37. PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE DETAIL 1/C155. FW FW FIBER ROLL PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #64. SEE THE FOLLOWING SHEET FOR DETAILS. 12/09/21 FP-2021-0057 FL FL SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G 2650 2651 2652 2653 2650 2651 2652 2653 2651 2652 2653 2654 45'R OW 76.43' 2649 2655 2654 2653 2654 2653 2653 2652 2652 2651 2652 2653 2653 2653 2654 70' SAN W X X X BUILDING F FITNESS BUILDING G BUILDING H BUILDING J BUILDING K BUILDING D BUILDING C BUILDING B BUILDING A SKI/BIKE/ DOG W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W BUILDING E MAINTENANCE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W R/W R/W R/W R/W R/W R/W POOL SPA CLUBHOUSE LEASING GIRR GIRR GIRR GIRR G IRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GMTR W W SS SS SS SS SS SS SAN SAN SAN SAN SAN SAN SAN MTR MTR FS MTR MTR FS MTR MTR FS MTR FS MTR MTR MTR FS MTR SAN MTR C O 6''SS CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO MTR GIRR GIRR SAN SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD M W SD MW R/W MATCH LINE - AREA 3 MATCH LINE - AREA 1 MATCH LINE - AREA 4 MATCH LINE - AREA 3 MATCH LINE - AREA 6 MATCH LINE - AREA 5 MATCH LINE - AREA 2 MATCH LINE - AREA 1 MATCH LINE - AREA 4 MATCH LINE - AREA 2 MATCH LINE - AREA 6 MATCH LINE - AREA 4 MATCH LINE - AREA 2 MATCH LINE - AREA 1 MATCH LINE - AREA 5 MATCH LINE - AREA 3 W W MTR MTR SD CO CO CO GIRR GIRR GIRR AREA 1 AREA 2 AREA 3 AREA 4 AREA 5 AREA 6 R W W SF SF SF S F SF SF SF SF SF FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW R R R Horizontal Scale: 0 50' 100' 1" = 50' SWPPP Overall Site Plan 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C1.50 Overall Site Plan APPROVED FOR CONSTRUCTION I D AHO SWPPP Posting Requirements: 1. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. 2. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAT 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 2.1. WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. 2.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO INITIATED ON THAT PORTION OF THE SITE. THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE IMPLEMENTED ON ALL DISTURBED AREAS AND/OR WHERE SHOWN ON PLAN, UNLESS CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE: MULCHING (BMP 52) - APPLY STRAW, GRASS, COMPOST, WOOD CHIPS OR WOOD FIBERS TO DISTURBED AREAS TO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, : 3. GEOTEXTILE (BMP 53) - APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO DISTURBED AREAS TO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION, : 4. MATTING (BMP 54) - APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO DISTURBED AREAS TO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION. Soil Stabilization: 1. THE CONTRACTOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR APPLYING FOR AND OBTAINING THE IDAHO DEQ NOTICE OF INTENT (NOI). 2. A COMPLETE COPY OF THE SWPPP (INCLUDING A COPY OF THE CONSTRUCTION GENERAL PERMIT AND COMPLETED INSPECTION FORMS), NOI, AND ACKNOWLEDGEMENT LETTER FROM IDAHO DEQ MUST BE RETAINED AT THE CONSTRUCTION SITE (OR OTHER LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS )AND MADE AVAILABLE FOR REVIEW BY EPA, A STATE, OR OTHER LOCAL APPROVING AGENCY . 3. A SIGN OR OTHER NOTICE MUST BE POSTED IN A CONSPICUOUS LOCATION NEAR THE CONSTRUCTION ENTRANCE. THE SIGN OR OTHER NOTICE MUST CONTAIN THE FOLLOWING INFORMATION: · AT A MINIMUM, THE NOTICE MUST INCLUDE THE NPDES PERMIT TRACKING NUMBER AND A CONTACT NAME AND PHONE NUMBER FOR OBTAINING ADDITIONAL PROJECT INFORMATION AS WELL AS THE ADDRESS OF THE SITE, THE PERMIT HOLDER’S NAME AND THE PHONE NUMBER OF THE STORMWATER POLLUTION HOTLINE (395-8888) MUST BE DISPLAYED THROUGHOUT CONSTRUCTION · THE UNIFORM RESOURCE LOCATOR (URL) FOR THE SWPPP (IF AVAILABLE), OR THE FOLLOWING STATEMENT: “IF YOU WOULD LIKE TO OBTAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS SITE, CONTACT THE EPA REGIONAL OFFICE AT EPA REGION 10 STORMWATER PROGRAM MISHA VAKOC (VAKOC.MISHA@EPA.GOV) (206) 553-6650 ” · AND THE FOLLOWING STATEMENT “IF YOU OBSERVE INDICATORS OF STORMWATER POLLUTANTS IN THE DISCHARGE OR IN THE RECEIVING WATERBODY, CONTACT THE EPA THROUGH THE FOLLOWING WEBSITE: HTTPS://WWW.EPA.GOV/ENFORCEMENT/REPORT-ENVIRONMENTAL -VIOLATIONS.” · THE NOTICE MUST BE LOCATED SO THAT IT IS VISIBLE FROM THE PUBLIC ROAD THAT IS NEAREST TO THE ACTIVE PART OF THE CONSTRUCTION SITE. · THE NOTICE MUST USE A FONT LARGE ENOUGH TO BE READILY VIEWED FROM A PUBLIC RIGHT-OF-WAY. 4. THE SWPPP MUST BE SIGNED AND CERTIFIED IN ACCORDANCE WITH APPENDIX I, SECTION I.11 OF THE CONSTRUCTION GENERAL PERMIT. 5. THE OPERATOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR APPYING FOR IDAHO DEQ N.O.T. (NOTICE OF TERMINATION). 1. ALL STORM WATER WILL BE CONTAINED ON SITE. 2. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM ONCE EVERY SEVEN DAYS - OR - ONCE EVERY 14 DAYS AND WITHIN 24 HOURS OF A STORM EVENT PRODUCING 0.25 INCHES OR GREATER. INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF: A. THE ENTIRE SITE IS TEMPORARILY STABILIZED, OR B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, OR C. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS (MAY THROUGH SEPTEMBER) IN ARID AREAS AND SEMI-ARID AREAS. 3. DEWATERING IS EXPECTED FOR THIS SITE AS HIGH GROUND WATER IS EXPECTED TO BE 5 FEET BELOW EXISTING GROUND SURFACE. ONSITE ESC CONTRACTOR IS RESPONSIBLE FOR ALL NON-STORMWATER MANAGEMENT. THERE ARE SEVERAL OPTIONS FOR DISTRIBUTION OF WASTE WATER: 3.1. PUMP WATER TO AGRICULTURAL SPRINKLER HAND-LINES FOR DISBURSEMENT ON UNDEVELOPED VEGETATED PORTIONS OF THE SITE 3.2. CONSTRUCT A DEWATERING BASIN AND PER DETAIL 7/C1.57 3.3. PUMP WATER TO SEDIMENT BAGS WITH DISBURSEMENT TO NATURAL GROUND 4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS-NEEDED BASIS AS DETERMINED BY THE ESC COORDINATOR. 5. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE CONTAINMENT AREA. WASTE DISPOSAL DUMPSTERS MUST HAVE LIDS, OR PROVIDE COVER OR A SIMILARLY EFFECTIVE MEANS TO MINIMIZE THE DISCHARGE OF POLLUTANTS. KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND AT THE END OF THE BUSINESS DAY. DISPOSE AT A FREQUENCY ACCORDING TO CONTAINER SIZE. 6. WORKMAN SHALL PARK ON THE AREA DESIGNATED AS WORKMAN PARKING OR AN OFF-SITE LOCATION IF PRE-APPROVED. 7. ALL DROP INLETS, CATCH BASINS, AND CURB INLETS NOTED ON PLAN SHALL HAVE INLET PROTECTION PROVIDED. SEE THE SWPPP PLAN DETAILS ON SHEET C1.55 AND MANUFACTURES GUIDELINES FOR INSTALLATION INSTRUCTIONS. 8. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS AS POSSIBLE. ANCHOR TO PREVENT VANDALISM. 11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE VACUUMED DURING CUTTING AND SURFACING OPERATIONS. SLURRY AND CUTTINGS SHALL NOT REMAIN ON PERMANENT CONCRETE OR ASPHALT PAVEMENT OVERNIGHT. SLURRY AND CUTTINGS SHALL NOT DRAIN TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. COLLECTED SLURRY AND CUTTINGS SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. 12. SEE LANDSCAPE AND MATERIALS PLANS FOR INFORMATION CONCERNING FINAL SOIL STABILIZATION MEASURES. 13. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED LOCATION. EXCESS MATERIAL MAY BE TEMPORARILY STORED ON SITE (IF APPROVED BY THE OWNER) AT A PRE-APPROVED LOCATION. IF MATERIAL IS STOCKPILED FOR MORE THAN 14 DAYS STOCKPILE IS TO BE STABILIZED PER BMP #44. 14. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC. 15. ALL GRADING, UTILITY, AND ROADWAY CONSTRUCTION SHALL BE LIMITED TO THE HOURS BETWEEN 7:00 A.M. AND 9:00 P.M. MONDAY THROUGH FRIDAY AND 8:00 A.M. TO 9:00 P.M. SATURDAY AND SUNDAY, UNLESS OTHERWISE APPROVED BY THE CONSTRUCTION MANAGER. 16. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE RESPONSIBLE PERSON. 17. TOTAL DISTURBED AREA IS APPROXIMATELY 17.64± ACRES. 18. UPON CONTRACT APPROVAL BY THE CONTRACTOR, IT IS RECOGNIZED THAT THE CONTRACTOR HAS REVIEWED THE PLAN DRAWINGS AND THE CONTRACTOR AGREES TO ABIDE BY THE REQUIREMENTS AND CONDITIONS CONTAINED HEREIN. SWPPP General Notes: OWNER: MB OVERLAND WELLS, LLC. 7301 PEAK DR., SUITE 150B LAS VEGAS, NV 89128 PRIMARY CONTACT: RYAN MORGAN PH. 858.229.6182 GENERAL CONTRACTOR/OPERATOR: ENGINEERED STRUCTURES, LLC (ESI) 3330 E. LOUISE DRIVE, SUITE 300 MERIDIAN, ID 83642 PRIMARY CONTACT: JASON HYNES PH. 208.362.3040 ONSITE SWPPP COORDINATOR: COMPANY: PH. PLAN PREPARER: ROGER COLLINS THE LAND GROUP INC. 462 E. SHORE DR. EAGLE, ID 83616 PH. 208.939.4041 ENGINEER: JIM GUTE, PE. THE LAND GROUP INC. 462 E. SHORE DR. EAGLE, ID 83616 PH. 208.939.4041 Contact Information: SWPPP Legend: SF SF 2661 PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL) WITH DIRECTIONAL SLOPE ARROWS SILT FENCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #65. SEE THE FOLLOWING SHEET FOR DETAILS. LIMITS OF DISTURBANCE SITE CONSTRUCTION SIGN. 2661 APPROXIMATE EXISTING GROUND CONTOUR (ONE-FOOT INTERVAL) WITH DIRECTIONAL SLOPE ARROWS 2% 2% R W CONCRETE WASHOUT PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #49 AND DETAIL ON SHEET C155. PORTABLE RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #50. RECTANGULAR DROP INLET PROTECTION TYPE I PER BMP #13, SEE SHEET C155 FOR DETAILS. CIRCULAR DROP INLET PROTECTION TYPE III PER BMP #13, SEE SHEET C155 FOR DETAILS. MATERIALS STORAGE AND PARKING AREAS PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #37. PROVIDE STABILIZED ENTRANCE PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #40. THIS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR DIRT ONTO EXISTING ASPHALT. SEE DETAIL 1/C155. Note: The SWPPP Plan is comprised of these Construction Set drawings combined with the separate Narrative Booklet. SWPPP I-84 OFF RAMP (EXIT 46) EAST OVERLAND ROAD SOUTH WELLS AVE. FW FW FIBER ROLL PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #64. SEE THE FOLLOWING SHEET FOR DETAILS. 12/09/21 FP-2021-0057 X X X X X X X X X X X X X X X TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP GIRR TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL GIRR GIRR 2652 2653 2654 2653 2653 2652 2652 2653 2653 2653 12"CMP IE:2651.7 12"CMP IE:2651.3 12"IP IE:2652.2 MATCH LINE - AREA 6 MATCH LINE - AREA 4 9 BEGIN 9 END 9 BEGIN 9 END 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C1.13 Demo Plan - Area 6 APPROVED FOR CONSTRUCTION I D AHO Horizontal Scale: 0 20' 40' 1" = 20' Demo Plan-Area 6 12/09/21 FP-2021-0057 TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL GIRR GIRR 2654 2653 2654 15"CMP IE:2652.7 15"CMP IE:2652.8 12"IP IE:2652.2 MATCH LINE - AREA 4 MATCH LINE - AREA 2 MATCH LINE - AREA 6 MATCH LINE - AREA 4 9 BEGIN 9 END 9 BEGIN 9 END 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C1.12 Demo Plan - Area 4 APPROVED FOR CONSTRUCTION I D AHO Horizontal Scale: 0 20' 40' 1" = 20' Demo Plan-Area 4 12/09/21 FP-2021-0057 D D T SS SS SS W W W TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E 2651 2652 2653 2653 2654 S WV WV W WV 2654 2653 MATCH LINE - AREA 2 MATCH LINE - AREA 1 MATCH LINE - AREA 4 MATCH LINE - AREA 2 MATCH LINE - AREA 2 MATCH LINE - AREA 1 4 1 3 4 6 8 4 4 4 6 3 8 3 3 ±102.6' ±14.2' 1 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C1.11 Demo Plan - Area 2 APPROVED FOR CONSTRUCTION I D AHO Horizontal Scale: 0 20' 40' 1" = 20' Demo Plan-Area 2 ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ 10/14/2021 12/09/21 FP-2021-0057 TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E 2650 2651 2651 2652 2653 S S W WV WV WV 2649 SAN WV D MATCH LINE - AREA 2 MATCH LINE - AREA 1 MATCH LINE - AREA 2 MATCH LINE - AREA 1 1 1 2 2 11 11 11 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 5 6 6 6 6 7 8 8 ±6.4' ±178.4' 2' 2' 3 Sheet Notes: A. IN THE EVENT OF A DISCREPANCY, NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. B. THE CONTRACTOR SHALL ENSURE THAT ALL DEMOLITION, REMOVAL, ABANDONMENT, ABATEMENT AND CLEARING AND SITE PREPARATION NECESSARY FOR PROPOSED IMPROVEMENTS ARE COMPLETED WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL REMOVE OR ABANDON ALL ITEMS INCIDENTAL TO THE ITEMS INDICATED. C. UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS HAVE BEEN LOCATED AS MARKED IN THE FIELD BY DIGLINE AND APPLICABLE UTILITY COMPANIES, AND BASED ON FACILITY MAPS PROVIDED BY THE OWNER. THE SURVEYOR HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA. D. RETAIN AND PROTECT EXISTING IMPROVEMENTS OUTSIDE WORK LIMIT BOUNDARY UNLESS MARKED FOR DEMOLITION. RETAIN AND PROTECT EXISTING UTILITIES AND ASSOCIATED STRUCTURES UNLESS MARKED FOR DEMOLITION. E. PRESERVE AND PROTECT ALL SURVEYING MONUMENTS AND PROPERTY CORNERS. COORDINATE WITH PROJECT SURVEYOR TO TIE AND REPLACE ALL MONUMENTS WHICH MUST BE OBLITERATED. F. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY WITH THE AGENCY HAVING JURISDICTION. MINIMIZE ANY TRAFFIC DISTURBANCES. G. CONTRACTOR SHALL COMPLY WITH ADA ACCESSIBLE GUIDELINES, WITHIN THE PUBLIC RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE PROJECT AS REQUIRED BY THE CITY OF MERIDIAN. APPROXIMATE LINE OF DEMOLITION LIMITS. Demolition Legend: Keynotes: 1. RETAIN AND PROTECT EXISTING CONCRETE CURB AND GUTTER. 2. REMOVE AND SALVAGE EXISTING SIGNAL POLE AND RELATED APPURTENANCES TO ACHD, SEE SHEET C8.00 FOR MORE INFORMATION. 3. RETAIN AND PROTECT EXISTING UTILITY STRUCTURE. 4. RETAIN AND PROTECT EXISTING ASPHALT PAVEMENT. 5. RETAIN ADN PROTECT EXISTING SIGN. 6. REMOVE & DISPOSE EXISTING CONCRETE CURB AND GUTTER. 7. REMOVE & DISPOSE EXISTING CONCRETE VALLEY GUTTER. 8. RETAIN AND PROTECT EXISTING CONCRETE SIDEWALK/FLATWORK. 9. REMOVE & DISPOSE EXISTING 15" CMP GRAVITY IRRIGATION PIPE. 10. RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION BOX. 11. REMOVE AND DISPOSE EXISTING UTILITY STRUCTURE. CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES BELOW. # SAWCUT EXISTING ASPHALT CONCRETE AND REMOVE. SAWCUT EXISTING CONCRETE SIDEWALK/FLATWORK AT NEAREST JOINT AND REMOVE. Horizontal Scale: 0 20' 40' 1" = 20' Demo Plan - Area 1 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC 10-14-2021 (PERMIT SET) COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 NOT FOR CONSTRUCTION TLG PN:120124 C1.10 Demo Plan - Area 1 APPROVED FOR CONSTRUCTION I D AHO ADA COUNTY HIGHWAY DISTRICT 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 specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: _____________________________ DATE: _____________________ 10/14/2021 12/09/21 FP-2021-0057